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DOCUMENT 00500 CITY O.F MOSCOW COMTECH-AHA PROJECT CONSTRUCTION CONTRACT L THIS AGREEMENT, dated this 23'ct day of August 2004, by and between the City of Moscow, Idaho, a municipal corporation of the State of Idaho (hereinafter, "City") and W A YNCO Construction of 613 S. Washington, Suite Spokane, W A 99204 (hereinafter, "Contractor"): .:ZoÐ WITNESSETH: , WHEREAS, pursuant to the invitation of the City, extended through an officially published "Invitation for Bids", the Contractor did, in accordance therewith file with the City a proposal containing an offer which was invited by said notice; and WHEREAS, the City has determined that said offer was the lowest and best submitted: NOW THEREFORE, the parties of this Contract, in consideration of the mutual covenants and stipulations set out, agree as follows: ARTICLE I: CONTRACT DOCUMENTS The Contract Documents which comprise the entire agreement between the City and the Contractor concerning the work to be performed are this Contract, pages I through 3 and the following: I. Invitation to Bid and Instructions to Bidders 2. Document 00800 General Conditions to the Contract, and Document 00810 Supplemental General Conditions; 3. Project Specifications titled: Project Manual for CEDA- AHA Alturas Building 4. Bid/Proposal of the Contractor, dated. August 17, 2004, to be physically attached to this Contract; 5. The Construction Drawings titled: CEDA- AHA Alturas Building, including the work defined in Bid Alternate 6. Performance and Payment Bonds and Insurance Certificates, to be physically attached to this Contract; 7. Change Orders which may be delivered or issued after the effective date of this Agreement; 8. Addenda I (7/15/04), 2 (7/30/04), and 3 (8/10/04) issued prior to opening of bids, to be physically attached to this Contract. There are no Contract Documents other than those listed in Article I. This Contract may only be amended by change order as provided in the General Conditions. ARTICLE 2: WORK The Contractor shall complete the entire work as specified, indicated, and required under the Contract Documents. ARTICLE 3: CONTRACT TIME I SUBSTANTIAL COMPLETION The work to be performed pursuant to this Contract shall be substantially complete on or before One Hundred Fifty (150) consecutive calendar days from the issuance of the Notice to Proceed. unless adjustment of the contract time is made in accordance, with the provisions of the Contract Documents. The Contractor shall begin work in conformance with the Contract Documents and shall complete the work prior to the date of completion. CEDA-AHA Alturas Buikling 00500/1 Initialòó 2004-40 ---PAGE BREAK--- ARTICLE 4: CONTRACT SUM The City shall pay the Contractor for completion of the Work in accordance with the Contract Documents in current funds for the amount of One Million Two Hundred Sixty Six Thousand Seven Hundred DOLLARS($1,266,700.00). Said Contract Sum shall be paid in accordance with the Contract Documents. ARTICLE 5: INDEPENDENT CONTRACTOR The parties warrant by their signature that no employer-employee relationship is established between the Contractor and the City by the terms of this contract. It is understood by the parties hereto that the Contractor is an independent contractor and as such neither it nor its employees, agents, representatives or subcontractors, if any, are employees of the City for purposes of tax, retirement system, or social security (FICA) withholding. ARTICLE 6: SCOPE OF SERVICES The Contractor shall perform all services required by the Contract Documents. All work shall be completed in accordance with the specifications and plans established for this project. ARTICLE 7: HOLD HARMLESS I INDEMNIFICATION In addition to other rights granted the City by the Contract Documents, the Contractor shall indemnify and save harmless the Engineer and the City, its officers and employees, from all suits, actions, or claims of any character brought because of any injuries or damages receives or sustained by any person, persons, or property on account of the operations of the Contractor or his subcontractors; or on account of or in consequence of any neglect in safeguarding the work; or through use of unacceptable materials in constructing the work; or because of any act or omission, neglect, or misconduct of the Contractor or his subcontractors; or because of any claims or amounts recovered from any infringements of patent, trademark or copyright; or from any claims or amounts arising or recovered under the Workmen's Compensation Act or any other law, ordinance, order or decree. ARTICLE 8: CONfLICT OF INTEREST The Contractor covenants that it presently has no interest and will not acquire any interest, direct or indirect, in the project which would conflict in any manner or degree with the performance of its services hereunder. The Contractor further covenants that, in performing this Contract, it will employ no person who has any such interest. Should any conflict of interest arise during the performance of this Contract, Contractor shall immediately disclose such conflict to the Project Engineer/Engineer and the City. ARTICLE 9: ENTIRE AGREEMENT, MODIFICATION AND ASSIGNABJLITY This Contract and the exhibits hereto contain the entire agreement between the parties, and no statements. promises, or inducements made by either party, or agents of either party are valid or binding unless contained herein. This contract may not be enlarged, modified or altered except upon written agreement signed hy the parties hereto. The Contractor may not subcontract or assign its rights (including the right to compensation) or duties arising hereunder other than as contemplated by the Contract Documents, without the prior written consent and express authorization of the City of Moscow. ARTICLE I 0: ADHERENCE TO LAW REQUIRED All applicable local, state, and federal statutes and regulations are hereby made a part of this contract and shall be adhered to at all times. Violation of any of these statutes or regulations by the Contractor shall be deemed material and shall subject the Contractor to termination of this contract for cause. No pleas of misunderstanding or ignorance on the part of the Contractor wi II in any way serve to modify the provisions of this requirement. The Contractor and his surety shall indemnify and save harmless the City and its employees, agents, and representatives against any claim or liability arising from or based on the CEDA -AHA Alturas Building tXJS00/2 8/23/2004 ---PAGE BREAK--- violation of any such laws, c s, ordinances, or regulations, whether by l self, his employees, or his subcontractors. ARTICLE I I: LEGAL FEES In the event either party incurs legal expenses to enforce the terms and conditions of this contract, the prevailing party is entitled to recover reasonable attorney's fees and other costs and expenses, whether the same are incurred with or without suit. ARTICLE 1 2: SPECIAL WARRANTY The Contractor warrants that nothing of monetary value has been given, promised, or implied as remuneration or inducement to enter into this Contract. The Contractor further declares that no improper personal, political or social activities have been used or attempted in an effort to influence the outcome of the competition, discussion, or negotiation leading to the award of this Contract Any such activity by the Contractor shall make this Contract null and void. ARTICLE 13: COMMUNICATIONS Such communications as are required by this contract shall be satisfied by mailing or by personal delivery to the parties at the following address: Contractor: WAYNCO Construction ::(ol 6 1 3 S. Washington, Suite*- -(·fY!dl· Spokane, W A 99204 lt [PHONE REDACTED] I Fax: [PHONE REDACTED] City: City of Moscow 206 East Third Street I P. 0. Box 9203 Moscow, Idaho 83843 IN WITNESS WHEREOF, said Contractor and the City have caused this Contract to be executed on the day and year first above written. Contractor: ACKNOWL!jDGMENT On this l.Qµay of bv\fd kt.S-t , 2004, before me, a Notary Public -df the State of Idaho, personally appeared ¹t lt¶Y in his official capacity as, d -l.f' t known to me to be the person described in the abov!'\ d-ck-"'i,¥e',!i½ 111\4 to me he 4 te::Jict on the 20th day of each month for all work completed to the 20th day of the month. If requests for payment arc not received as stated, the City shall have the right to withhold payment for that month. The Architect shall review the Contractor's requests for payment on the first day of the monlh for all work completed to the 20th day of the preceding month, and shall certify such requests for payment. Progress payments will be made by the City for all work completed to the 20th day of the preceding month and duly certified by the Architect, on or before the I Oth day of each month in cash or interim warrants. These payments will be equal to ninety-five percent (95%) of the total amounts of the certified requests for payment. The City shall retain five percent of the total amount owing the Contractor after the contract has been completed and accepted by the City for a minimum period of thil1y (30) days. Should any liens or claims be filed during the retention period, the retained percentage will be held until a satisfactory agreement is reach between the City, the Contractor, and the Contractor's surety. Before final payment will be made by the City, Contractor agrees that it shall furnish the City with satisfactory evidence that all persons including subcontractors, that have performed work or furnished materials pursuant to this agreement and are entitled to a lien for their work or materials under the Jaws of the State of Jdaho have been fully paid or are no longer entitled to such lien, and the Contractor shall file with the Clerk a notarized affidavit to that effect Final payment will not be made until the City has received a tax release from the Idaho State Tax Commission per GCÇ39. B. Progress payments for materials shall be considered eligible only if the materials arc on the job site, and accurate. clearly detailed invoices from the material supplier are furnished. The ownership of these materials shall, upon payment from the City to the Contractor, be vested in the City. and such materials may not be removed from the job site without written authorization of the Architect. C. The City may, but is not obligated to, withhold any payments to the Contractor, in addition to retained percentage, in such an amount or amounts as may be necessary to cover: l . Payments that may be camed o r due for just claims or labor o r materials furnished i n and about the work; 2. Defective and/or condemned and/or non-conforming work or materials not remedied; 3. Failure of the Contractor to make proper payments to a subcontractor; 4. Reasonable doubt that this contract can be completed for the balance then unpaid; 5. Damages to another Contractor where there is evidence thereof, 6. Payments that cover all taxes, excises and license fees due the State and its taxing entities whether or not these monies are yet due and payable. 111e City shall have the right, but not the obligation, to disperse and shall have the right to act as agent for the Contractor for the limited purpose of dispersing such fund as have been withheld pursuant to this paragraph to the party or parties who are entitled to payment therefrom. In the event the City elects to disperse such funds, the City shall render to the Contractor a proper accounting of such funds dispersed on behalf of the Contractor. Nothing herein shall create in such party or parties entitled to payment a cause of action against the City for failure to exercise its rights pursuant to this section. Contractor further agrees that no cause of action shall accrue on behalf of the Contractor as a result of the City's exercise of such right to disperse. GCÈ 13. TIME OF COMPLETE/LIQUIDATED DAMAGES A. The date of completion for this contract shall be defined by the Instruction to Bidders included in the Contract Documents. Contractor agrees that time is of the essence in the performance of this contract, and that failure to complete this contract by such date will result in financial injury to the City. Contractor further agrees that failure to complete this contract by such date shall subject Contractor to payment of liquidated damages to the City. The Contractor also recognizes the delays, expense and difficulties involved in proving a legal proceeding the actual loss suffered by the City occasioned by failure to complete the work on time. Accordingly, instead of requiring such proof, the City and the Contractor agree that as liquidated damages for delay (but not as a penalty). the Contractor shall pay to the City the sum of one hundred dollars 00.00) which will be deducted by the City for each and every calendar day that the date of final completion is delayed. Should such deductions exceed the outstanding amount of the contract amount, the Contractor and its surety shall be liable for the excess. CEDA ÈAHA Alturas B uilding 00800/4 ---PAGE BREAK--- B. The Contractor herewith spec}. Jy waives claim for damages for any hindrance or Contractor shall be granted extensions of time for which liquid::llcd damages will not he claimed by the City for the following reasons: l. A delay caused by the Contractor by any suit or other legal action against rhc City (except a legal action instituted by the Contractor) regarding this project shall entitle the Contractor to an equivalent extension of time unless the period of such delay exceeds ninety (90) days. When such period is exceeded, the City will, upon request by the Contractor in writing, either negotiate a termination of the contract or grant a further extension of time, whichever shall be agreed. 2. Time lost hy inclement weather, causing suspension of work, wi!J entitle the Contractor to an extension equivalent to the total time so lost, whether it he a single continuous period or the accumulated total of several periods. Inclement weather is defined as that which, in the opinion of the Architect, would seriously affect the progress of the work or the quality of the work. 3. Should unforeseen conditions require the performance under a change order, or work more complex or difficult than that originally specified and shown on the plans, and such work, in the Contractor's opinion, requires more time to execute than the proportional increase in dollar value, the Contractor shall state to the City and Architect, in writing prior to the performance of such work, his estimate of the added time required for such work. The City may. if such estimate by reasonable, allow an added extension proportionate to the increase in the dollar value of the work. GC-14: ABANDONMENT OF WORK If the Contractor abandons the work for a period of21 days for any cause other than failure of the City to make momhly or refuses to comply with the provisions of the plans and specifications, the City shall have the right to notify the Contractor's surety and require said surety to complete the work in accordance with the aforesaid plans and specifications. In the event no liens or claims have been filed and the City fails to make progress payments, the Contractor may then, at his option, cease operations until payments are resumed by notifying the City of his intention to cease operations for this cause. Should the Contractor abandon the work, fail or refuse to complete the work embraced in this contract, or fail to pay just claims for labor and materials, the City reserves the right to charge against the Contractor, and Contract agrees to pay, all legal, engineering, or other costs caused by such abandonment, failure or refusal. The Contractor agrees that such legal costs shall also include the City's costs of defending any suits in connection with such abandonment, failure or refusal and nonpayment of claims wherein the City is made a coĘdefendant. GC- 15. AUTHORITY OF ARCHITECT A. The Architect shall decide questions which may arise as to the quality and acceptability of materials furnished and work perfomlCd, and as to the manner of performance and rate of progress of the work; questions which may arise as to the interpretations of the plans and specifications; and questions as to the satisfactory and acceptable fulfillment of the terms of the contract. B. The Architect, including is employees and agents shall at all rimes have access to the work wherever it is in preparation or progress and the Contractor shall provide proper facilities for such access and for inspection. Observations by the Architect shall be made. If any work should be covered up without approval or consent of the Architect, it shall be uncovered, if required hy the Architect, for examination. 'Ibe costs associated with the uncovering of such non-approved work shall be the responsibility of Contractor and shall not be charged to the City. C. Reexamination of questioned work may be recommended ordered by the Architect and if so ordered the work must be uncovered by the Contractor. If such work he found in accordance with the plans and specifications, the City shall pay the cost of the reexamination and replacement. If such work is found not in accordance with the plans and specifications, the Contractor shall pay such costs. GC-16: PERFORMANCE AND PAYMENT BONDS The Contractor shall execute a separate performance bond and payment bond, each in penal amounts at least equal to 100% of the full contract price, such bonds to be executed by a corporate bonding company (surety) licensed to do business in the State of Idaho and which is acceptable to the City. Such corporate bonding company (surety) shall be required to be named on the current list of "Surety Companies Acceptable on Federal Bonds" as published in the Treasury Department Circular Number 570. The premiums of such bonds shall be paid by Contractor. The performance bond shall be conditioned upon the Contractor's faithful performance of all the covenants and agreements on the pa11 of the Contractor to be kept and performed at the times and in the manner set forth in the agreement, including the repair or replacement where required, or the cost of repair or replacement, of all work performed under the terms of this agreement. The payment bond shall be conditioned upon the payment to all persons, including subcontractors, who have, and fulfill, contracts for performing labor and furnishing materials in the prosecution of the work provided for in such contract, provided that every such payment bond shall be construed. regardless of its language, as incorporating within its provisions the obligation to pay those persons who furnish labor or materials as stated in the Contract Documents. Such bonds shall remain in full force and effect during the term of this agreement and during the terms of any warranty required by the specifications and shall be held in the custody of the City. The current power of attorney for the persons who sign for the surety company shall be attached to the bond. The power of attorney shall be scaled and certitled with a "first hand signature" by an officer of the surety. A facsimile signature shall not be acceptable to the City. CEDA-AHA Alturas B uilding W800/5 ---PAGE BREAK--- If. a! any time, a surety on any sud, ,d is declared as bankrupt or loses its right to do ôss in the State of Idaho or is removed from the list of surety companies accepted on Federal bonds, the Contractor shall, within ten (I 0) dayf> after nmice frl)m the City to do so. substitute an acceptable bond (or bonds) in such form and sum signed by such other surety or sureties as may be satisfactory to the City. The expense of such replacement bonds shall he home by the Contractor. No further payments hy the City pursuant to this contract shall he deemed due nor shall be made until the new surety or sureties shall have furnished an acceptable bond to the City. GC- 17: INSURANCE/CITY TO BE NAMED AS ADDITIONAL INSURED The Contractor shall not commence work until he has obtained all insurance required under this section or until he has satisfied the City in this respect; nor shall he allow any subcontractor to commence work until such subcontractor has also obtained such required insurance applicable to such subcontractor's work. The Contractor shall maintain such required insurance coverage throughout the term of this contract as will hold the City harmless and shall indemnify the City for any losses arising out of the Contractor's operations, including any contingent liability arising therefrom. The cost of such insurance shall be borne by the Contractor. The Contractor shall furnish copies of all insurance policies and/or certificates of insurance to the City at the time of execution of this agreement. Each policy shall include a provision to the effect that it shall not be subject to cancellation, or reduction in the amounts of its liabilities. or any other material change, until notice has been given in writing to the City and the Architect not less than 15 days prior to such action. Contractor shall further cause the City to be named as an additional insured on aU applicable insurance policies. A. The Contractor shall take out and maintain during the term of this contract, statutory worker's compensation insurance for all employees who will work on this project, and if any work is subcontracted, the Contractor shall require the subcontractor similarly to provide such insurance for all of the latter's employees unless they arc included under the protection afforded by [he Contractor. B. The Contractor shall take out and maintain during the term of this contract comprehensive public and general liability insurance. 'The comprehensive public and general liability insurance shall have, at a minimum, a coverage limit of at least FIVE HUNDRED THOUSAND DOLLARS ($500,()00.00) per occurrence, and ONE MILLION DOLLARS ,000,000.00) aggregate. Policies containing deductible clauses will not be acceptable. C. The Contractor shall take out and maintain during the term of this contract builders risk insurance which shall be written in completed value form, shall protect the Contractor and the City against "all risks" of direct physical loss to buildings, structures, equipment and materials to be used in providing, performing or completing the project. This insurance shall be wriHen with limits not less than the insurable value of the project at completion. This insurance shall include coverage while equipment or materials are in warehouses, during installation, during testing, and after the project is completed, but prior to final payment D. Contractor's Responsibility for Materials: The Contractor shall be responsible for all materials and work perfonned until final acceptance by the City. E. Contractor shall require all subcontractors to maintain the aboveõrefcrenced insurance requirements and shall verify that such requirements have been met by requiring all subcontractors to provide certification therefore. GC-18: CONTRACTOR RESPONSIBLE FOR WORK The Contractor shall furnish the City a license-or licenses for the use of any process or processes in connection with this project. The Contractor shall include in the bid any patent royalties or license tCcs for equipment installed or construction methods used. GC-19: CONTRACTOR RESPONSIBLE FOR WORK The Contractor shall be responsible for all work until its acceptance by the owner. GC-20: USE OF COMPLETED PORllON The City reserves the right to usc and occupy any portion of the improvement which has been completed sufficiently to permit usc and/or occupancy, and such use and/or occupancy shall not be construed as an acceptance of the work as a whole or any part thereof. Any claims which the City may have against the Contractor shall not be deemed to have been waived by such use and/or occupancy. GC-21: SIGNATURES A proposal made by a corporation shall be signed and sealed by the legaJly authorized officers of said corporation. If awarded the contract, the contract shall also be executed by proper authorized officers and he affixed with the corporate seal. If a proposal or contract is signed by an agent, such agent shall furnish satisfactory written evidence of the agent's authority to sign as the legal representative of the bidder. An authoriz,ed pattner of a co-partnership may sign the contract subject to the approval of the Attorney, who may, at his discretion, require each and every member of the co-partnership to sign the contract. GC-22: ORDERS TO BEGIN WORK The successful bidder shall not begin work until after the contract has been executed and the surety bond and insurance has been approved by the Attorney. The order for the Contractor to begin work shall be issued by the Architect by a written "Notice to Proceed". CEDA -AHA Alturas Building 008(X)/6 8/23/2lKl4 ---PAGE BREAK--- GC-23: ORDER OF WORK A. The contract period and time of completion will be as set forth in the Instruction to Bidders included in the Contract Documents. B. Section 13 "Time of Completion/Liquidated Damages" of the General Conditions shall apply to imcrim as well as final completion dates. C. The specific detct at least five days prior to bid opening. Requests for approval of alternate equipment and materials manufacturers must come from the manufacturer or bidder at least ten (10) days prior to bid opening. All such reaocidaho.oro 14 X X Spokane Regional Plan Center N/A N/A N/A 1 7-8-04 N/A Plan Center 1 02 E. Boone Spokane, WA 99202 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] E-mail: ritahra:>olancenter.net 15 X X Tri-City Construction Council N/A N/A N/A 1 7-8-04 N/A Plan Center 20 E. Kennewick Ave. Kennewick, WA 99336 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] E-mail: tricccra:>owt.com 16 X X Reed Construction Data N/A N/A N/A 1 7-8-04 N/A Plan Center 1 0504 N E 37'" Circle Building 7 Kirkland, WA 98033 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] E-mail: iosh.francisra:>reedbusiness.com 1 7 X X Sandpoint Plan Center N/A N/A N/A 1 7-8-04 N/A Plan Center c/o Chamber of Commerce 900 N. Avenue Highway 95 North Sandpoint, 10 83864 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] E-mail: olancenterra:>sandoointchamber.com 1 8 X X Kenaston Corporation 7-7-04 $100 38935 1 7-6-04 General Contractor 2517 Main Street Lewiston, ID 83501 Tel: 208-746-1 351 Fax: [PHONE REDACTED] E-mail: [EMAIL REDACTED] 3 of7 ---PAGE BREAK--- 1 9 X X Brown Contracting & Development, Inc. 7-7-04 $ 1 00 1 0621 7 1 7-7-04 General Contractor 2205 N . Woodruff Road, Suite 1 Spokane Valley, WA 99206 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] E-mail: [EMAIL REDACTED] 20 X X Strom Electric, Inc. 7-8-04 $100 28694 1 7-7-04 Electrical Subcontractor 405 S. Main Faxed Add. 1 on 7-16-04. Troy, ID 83871 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] E-mail: [EMAIL REDACTED] 21 X X Leone & Keeble, Inc. 7-7-04 $200 034991 2 7-8-04 General Contractor & 1 08 W. Boone 22 Spokane, WA 99201 P.O. Box 2747 Spokane, WA 99220-2747 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] E-mail: [EMAIL REDACTED] ' 23 X X Germer Construction, Inc. 7-9-04 $ 1 00 1 2800 1 7-8-04 Site & Utilities Subcontractor 1 40 E. Palouse River Dr. Moscow, ID 83843 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] E-mail: [EMAIL REDACTED] 24 X X Palouse Empire, Inc. 7-13-04 $100 26714 1 7-8-04 HVAC Subcontractor 1 60 E. Palouse River Dr. Moscow, ID 83843 Tel: 208-882-1 505 Fax: 208-883-341 0 E-mail: [EMAIL REDACTED] 25 X X WAYNCO Construction 7-1 3-04 $200 20028 2 7-12-04 General Contractor & 6 1 3 S. Washington, Suite 1 02 26 Spokane, WA 99204 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] E-mail: [EMAIL REDACTED] - _ - [EMAIL REDACTED] 4 of 7 ---PAGE BREAK--- 27 X X John's Electric, Inc. 7-1 3-04 $100 5233 1 7-12-04 Electrical Subcontractor . 915 Snake River Avenue Lewiston, ID 83501-2266 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] E-mail: [EMAIL REDACTED] 28 X X Paras 7-1 3-04 $200 22038 2 7-12-04 7-26-04 General Contractor & 1 3 1 5 N. Monroe Sent plans back 7-30-04. 29 Spokane, VVA 99201 Tel: 509-535-71 70 Fax: [PHONE REDACTED] E-mail: [EMAIL REDACTED] 30 X X Motley - Motley, Inc. 7-13-04 $100 29725 1 7-12-04 7-23-04 Site VVork Subcontractor 6901 SR 270 P.O. Box 421 Pullman, VVA 99163 Tel: 509-872-351 1 Fax: [PHONE REDACTED] E-mail: [EMAIL REDACTED] • 31 X X RM Mechanical, Inc. 7-1 9-04 $200 0905 1 7-1 3-04 Mechanical Subcontractor I 201 7 3'd Ave. North I Lewiston, ID 83501 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] . E-mail: [EMAIL REDACTED] 32 X X RM Mechanical, Inc. 7-19-04 $200 0905 1 7-1 3-04 Mechanical Subcontractor 5998 VV. Gowen Road Sent plans back on 7-30-04. I Boise, ID 83709 P.O. Box 45429 Boise, ID 837 1 1 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] E-mail: [EMAIL REDACTED] 5 of? ---PAGE BREAK--- 33 X X Clearwater Electrical Contracting, LLC 7-1 5-04 $100 1296 1 7-14-04 Electrical Subcontractor 1 03 W. Street Faxed Add. 1 on 7-1 6-04. P.O. Box 299 Faxed Add. 2 on 8-02-04. Lapwai, 10 83540 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] No e-mail. 34 X X Advanced Contracting, LLC Using $ 1 00 281 1 1 7-14-04 7-28-04 Cabinetry Subcontractor 1 2 1 5 Bryden Ave. PMH (Holding P.O. Box 5 deposit check) Lewiston, 10 83501 check Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] E-mail: 35 X X Twin City Electricians, Inc. 7-16-04 $ 1 00 4302 1 7-1 6-04 Electrical Subcontractor 5 1 5 Fourth Street Clarkston, WA 99403 Tel: [PHONE REDACTED] Fax: 509-7 58-8561 E-mail: [EMAIL REDACTED] 36 X X Hilliard's Heating & Plumbing, Inc. Using $100 014803 1 7-1 9-04 Heating & Plumbing 370 NW Park Street PMH Subcontractor P.O. Box 414 deposit Pullman, WA 99163 check Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] E-mail: [EMAIL REDACTED] 37 X X Mission Electric 7-1 9-04 $ 1 00 6838 1 7-1 9-04 Electrical Subcontractor 1 533 Burrell Ave. Handed Add. #1 to him on Lewiston, 10 83501 7-19-04. Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] E-mail: 38 X X Bouten Construction Company Will fax $100 1 8-4-04 Abadan to deliver plans to Attn: Mike Holstein check their office. 627 N. Napa Street on Spokane, WA 99220 8-4-04 Tel: [PHONE REDACTED] Fax: 509-535-604 7 E-mail: [EMAIL REDACTED] 6 of7 ---PAGE BREAK--- * Sent e-mail/fax to all plan holders on 7/27/04. (Hold on to plans, will likely be re-bid) Sent e-mail/fax to all plan holders on 7/29/04. (Revised Invitation to Bid) 7 of7 ---PAGE BREAK--- SECTJON 02950 TREES, SHRUBS, AND GROUND COYER PART I - GENERAL Ll SUMMARY A Section Includes I . New trees, shrubs and groundcovers. 2. Mulch and fertilizer. 3. Stakes and guys. 4. Maintenance. R Definitions l . Weeds: Include Dandelion, Jimsonweed, Quack grass, Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass. 2. Plants: Living trees, plants, and ground cover specified in this Section, and described in ANSI Z60.L C. Related Sections l . 01530 Tree and Plant Protection 2. 028 1 1 Landscape Irrigation 3. 02920 Soil Preparation 4. 02936 Seeding 1.2 REFERENCES A. ANSI 260.1 - Nursery Stock. B. NAA (National Arborist Association) - Pruning Standards for Shade Trees. C. FSO-F-241 - Fertilizers, Mixed, Commercial. L3 SUBMITTALS A. Submit list of growers for each plant species to be installed within 30 days after the award of contract. List to include plant sizes and conditions. Certify in writing. Confirmed orders, tax plants and provide the quantity, location, phone number and address of the grower. Each plant species shall be supplied by one grower only unless approved by the Architect. H. Contractor shall inspect plants at growing and/or holding area and send letter of confirmation of plant quantities and conditions to Architect 100 days before scheduled planting time. C. Submit a 1/2 cubic foot sample of bark mulch for approval prior to delivery. D. Requests for substitutions of plants not available in size, quantity or type specified must be made with 30 days after award of bid. E. With applicatlon for final payment, submit duplicate copies of delivery invoices, labels, or other acceptable proof of quantities of materials used. F. Project Closeout l . Section 0 1 700 - Operation and Maintenance Data: Procedures for submittals. 2. Maintenance Data: Include cutting and trimming method; types, application frequency, and recommended coverage of fertilizer, herbicide and pesticides. l A QUALITY ASSURANCE CEDA - AHA Alturas Building A. Nursery Qualifications: Company specializing in growing and cultivating the plants with three years experience. B. Installer Qualifications: Company specializing in installing and planting the plants with three years experience with a record of successful tree, shrub and groundcover establishment. 1 . Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on the Project Site during times that planting is in progress. C. Tree Pruner Qualifications: Company specializing in pruning trees with proof of Arborist Certification. D. Tree Pruning: NAA - Pruning Standards tOr Shade Trees. E. Maintenance Services: Performed by installer. F. Regulatory Requirements I . Comply with regulatory agencies for fertilizer and herbicide composition. 2. Plant Materials: Certified by state department of agriculture; Described by ANSI Z60.1; free of disease or hazardous insects. G. All plant material to be grown from cuttings or seed. Collected plants are not acceptable. 02950/1 7/15/04 ---PAGE BREAK--- H. Measurements: Mca!'ure trees and shrubs according to ANSI Z60.1 with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements 6 inches above ground for trees up to 4-inch caliper size. Measure main body of tree or shrub for height and spread; do not measure branches or roots tip-to-tip. J. Inspection 1 . Plants shall be subject to inspection by the Architect at the growing or holding site and/or the job site. Plants not conforming to specifications shall be rejected. 2. Approval of material at a growing or holding site is a qualified endorsement of general quality only, and does not certify a compliance with the specifications in all particulars; such approval does not preclude the right of rejection on the job site. 3. The presence of noxious weeds in plant balls shall be cause for rejection of any or all plants for that source. 1.5 DELIVERY, STORAGE, AND HANDLING A. Packaged Materials: Delivery packaged materials in manufacturer's unopened cont.1iners, fully identified by name, brand, type, weight and analysis. B. Store materials to prevent damage or intrusion of fOreign matter. C. Plant Materials: Deliver trees, shrubs, and groundcovers after preparations for planting have been completed. Protect root systems from drying out. Protect bark, branches and root systems from sun scald, drying, sweating, shipping and other handling and tying damage. Label one of each tree and shrub species with securely attached waterproof tag bearing botanical name and suppliers name. D. Heel-in plants immediately upon delivery if not planted within 4 hours. E. Store plants in shade and protect from harmful weather until planted. F. Water, maintain, and protect stored material from drying or other injury or damage. G. Store plants in upright position and allow sufficit,'llt ventilation. H. Do not drop plants. I. Do not pick up containeri7.ed or balled plants by stems or trunks. 1.6 PROJECT/SITE CONDITIONS A. Do not install plant life when ambient temperatures may drop below 35 degrees F or rise above 90 degrees F. B. Do not install plant life when wind velocity exceeds 20 mph. C. Do not install plant life when soils are saturated. 1 .7 SEQUENCING AND SCHEDULING A. Coordinate work under provisions of Section 0 I 039. B. Install plant life after and coordinate with installation of underground irrigation system piping and watering heads specified in Section 028 J 1 . C. Coordination with Lawns: Plant trees and shrubs after finish grades are established and before planting lawns, unless otherwise acceptable to Architect. EXTENDED WARRANTY A. Provide one year warranty under provisions of Section 0 1 700. I. Warranty: Warrant living trees and shrubs for a period of one year after date of substantial completion for landscape portion of the project against defects including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, or abuse by owner, abnormal weather conditions unusual for warranty period, or incidents which are beyond contractor's control. B. Remove and replace dead trees and shrubs immediately unless required to plant in the succeeding planting season. C. Replace trees and shrubs that are more than 25 % dead or in an unhealthy condition at tend of warranty period. D. Replacements: Plants of same size and species as specified, planted in the next growing season, with a new warranty commencing on date of replacement. MAINTENANCE CEDA - AHA Altums Building A. Maintain plant life for one year after Date of Substantial Completion. B. Maintain plant life immediately after placement until plants are well established and exhibit a vigorous growing condition. Continue maintenance until termination of warranty period. C. Maintenance to include: I. Cultivation and weeding plant beds and tree pits. 2. Applying herbicides for weed control in accordance with manufacturer's instructions. Remedy damage resulting from use of herbicides. 3. Remedy damage from usc of insecticides. 02950/2 711 5104 ---PAGE BREAK--- 4. Irrigating sufficient to saturate root system. 5. Pruning, including removal of dead or broken branches, and treatment of pruned areas or other wounds. 6. Disease control. 7. Maintaining guys, turnbuckles, and stakes. Adjust turnbuckles to keep guy wires tight Repair or replace accessories when required. 8. Replacement of mulch. PART 2 - PRODUCTS 2.1 MANUFACTURERS - not used. 2.2 MATERIALS A. Trees, Plants and Ground Cover: I . Species and size identifiable in plant schedule on the Drawings, grown in climatic conditions similar to those in locality of the Work. 2. Quantities indicated arc for Contractor's convenience only. Contractor to verify and provide number of plants required to complete work graphically sho\vn on plan Drawings. 3. Si:zes and grade quality are minimum as listed. Upon approval, larger sizes are acceptable. 4. Plants shall be well-fonned and shaped, true to type, and free from disease, insects, and defects such as knots, sun-scald, windburn, injuries, abrasion or disfigurement. 5. Plants shall be full foliaged when in-leaf. 6. Conform to ANSI Z60. 1, with additions and! or exceptions noted: a. Groundcover Plants: Well-established root systems, and grown in flats or removable contalners. b. Containerized Plants: Grown in container in which delivered for at least 3 months, but not root-bound. c. Greenhouse Grown Plant<>: Acclimated outdoors for 360 days prior to delivery. d. Bare-root Stock: Well-branched, fibrous root system. e. Balled and Burlapped Plants: All evergreen trees and shrubs balled and burlapped with hemp burlap and twine only or gmwn in container in which delivered for 9 months minimum. All deciduous trees over 1 -112 inch caliper, balled and burlapped or grown in container in which delivered for 9 months minimum. Soil balls to be a minimum of 1 0 inches per caliper inch of tree. f. Trees: Well-branched, with no cross branches, dead or broken leaders, or major branches, no fresh cuts over 1 inch diameter, and not "topped" or sheared. B. Soil Amendment Materials I. Water: Clean, fresh, and free of substances or matter which could inhibit vigorous growth of plants. 2. Pre-emergent Herbicide: Surflan or Ronstar. 3. Pesticide: Approved pesticide prior to bidding. 2.3 MANUFACTURED UNITS - not used. 2.4 EQUIPMENT - not used. 2.5 COMPONENTS - not used. 2.6 ACCESSORIES A. Stakes: 2 inch x: 2 inch x 8 feet Douglas Fir for deciduous trees. Stain brown with Olympic 7 1 0 prior to installation. B. Tree Guys: "Chain lock" fastened in figure to allow for some tree sway in the wiild. C . Decorative Cover Mulch: Shreeded Pine or Fir Bark: two to three inch nominal size. 2.7 MIXES - not used. 2.8 FABRICA T!ON - not used. PART 3 - EXECUTION 3. I EXAMINATION CEDA - AHA Alturas Building 02950/3 7/1 5/04 ---PAGE BREAK--- A. Verify that prepared topsoil iÉ ready to receive work. B. Verify that required underground utilities are available, in proper location, and ready for use. 3.2 PREPARATION A. Soil preparation: As specified in Section 02920: Soil Preparation. 3.3 EXECUTION A Place plants for best appearance for review and final orientation by Architect, prior to digging. B. Set Plants Vertical. C. Remove non-biodegradable root containers. D. Saturate soil with water \Vhen the pit or bed is half full of topsoil and again when full. When pit is ,full, remove andJor loosen burlap, ropes and wires tfom the root ball, remove top half of burlap minimum. E. Scarify bottom and sides of hole with shovel. F. Neatly cut off broken, girdling, or frayed roots and any root growth growing in a circular manner confonning to its container Prune broken branches. G. Set top ofrootball no less than one inch above finish grade; deep planting not pennitted. If hole for trees is too deep, fill hole with prepared soil to correct levels. H. Backfilling 1 . Backfill half of plant pit around rootba!l with prepared planting soil, carefully tamp around rootballs. See specification 02920 for planting soil mixture. Set and straighten trees. 2. Space tablets evenly. 3. Complete backfilling, finning to surface grade. 4. Thoroughly hand water each plant and entire bed immediately at1er planting. Adjust rootball and soil as necessary. I. Planting Groundcover I. See Section 02920 for preparation of soil prior to applying bark mulch. 2. Apply bark mulch as specified. 3. Plant material in areas shown on drawings, after bark mulch has been applied. 4. Plant material deep enough so that plant roots are embedded in soil. 5. Insert one fertilizer tablet adjacent to each plant when backfilling is complete. J. Plant Support I. Brace plants vertically with tree guys and stakes as shown in plan details. K. Mulch I. Place mulch two inches deep in all shrub beds. Rake smooth. L. Maintenance. I. Begin immediately after each item is planted and continue until final acceptance. 2. Inspect plants at least once or week and perfonn maintenance 3. Neatly trim plants where necessary. 4. Immediately remove clippings after trimming. 5. Water to prevent soil from drying out. 6. Restore all soil settlement to original grade. 7. Control growth of weeds. Apply herbicides in accordance with manufacturer's instructions. 8. Apply pesticides in accordance with manufacturer's instructiom. 3.4 FIELD QUALITY CONTROL A. Under provisions of Section 0 1 400. B. Plants will be rejected if a ball of earth surrounding roots has been disturbed or damaged prior to or during planting. 3.5 ADJUSTING - not used. 3.6 CLEANING A. Sweep and wash paved surfaces to remove soil and soil stains. B. Remove plant containers, trimmings, clippings and all extraneous debris unearthed or resulting from any operations specified herein, from project site. 3. 7 DEMONSTRATION - not used. 3.8 PROTECTION A Protect landscape work and materials from damage due to landscape operations, operations by other contractors and trades and trespassers. CEDA - AHA Alturas Building B. Maintain protection during installation and maintenance period. 02950i4 7115104 ---PAGE BREAK--- C. Treat, repair, or replace damaged landscape work as directed. 3.9 SCHEDULES - not used. 3.10 INSPECTION AND ACCEPTANCE A. \Vhen all landscape work is completed, including maintenance, Architect will, upon request, make an inspection to determine acceptability. B. When inspected work does not comply with requirements replace rejected work and continue specified maintenance until re-inspected by Architect and found acceptable. C. Remove rejected plants and materials from project site. 1 FINAL ACCEPTANCE CEDA - AHA Alturas Building A. Final acceptance will be given upon completion and approval of all planting. END OF SECTION 02950. 02950/5 71!5104 ---PAGE BREAK--- ADDENDUM NO. 2 July 28, 2004 Alturas CEDA-AHA Building ADDENDUM NO. 2 July 2S1h, 2004 Page I To the Plans and Specifications for. Alturas CEDA-AHA Building Moscow, Idaho 83843 TO ALL CONTRACTORS SUBMITTING BIDS ON THE ABOVE SUBJECT: This Addendum is hereby made a part of the Contract Documents pertaining to the above project and shall be binding upon each contractor submitting bids. Bid submitted shall be for the full and complete cost of incorporating these changes into the contract, no further claims shall be aU owed for work a%ociated with this addendum. It shall further be the responsibility of each General Contractor to notify his sub-contractors concerning the contents of this addendum as they specifically apply to them. BIDDING AND CONTRACT REQUIREMENTS 2.1 DOCUMENT 00010 - Invitation to Bid The Invitation to Bid tor the re-bid ofthis project is attached (I page, dated 7/29/04). The project's original bidding documents in conjunction with this addendum comprise the revised scope of the project Where any portion of the documents is modified or deleted by this addendum to Bidders, the unaltered provisions of the original documents shall remain in effect 2.2 DOCUMENT 00300 - Bid Form REVISION: The revised Bid Form tor the Project - Section 00300 - is attached. (3 pages, dated 7/30/04). All bids shall be submitted on this revised bid form. 2.3 DOCUMENT 00300 - Bid Form & Section 01030 Bid Alternates REVISION: All bid alternates with the exception of Bid Alternate are hereby deleted. SPECIFICATIONS 2.4 SPECIFICATIONS 01500- Construction Facilities REVISION: Delete section 1 .9 titled Baniers. Temporary barriers and fencing shall be at contractor's option and shall not be required by the contract. 2.5 SPECIFICATIONS 01650 - Starting of Systems REVISION: Delete items F and G in section Video taped sessions are not required. 2.6 SPECIFICATIONS 01700 - Contract Closeout REVISION: Delete item I. under section I .3 A. Final reproducible project record drawings arc not required. A clean, legible, hand-marked set of As Built Drawings will be sufficient upon substantial completion. REVISION: Delete section I .4 A as written. Add: Each contractor is to provide to the Architect one set of Operation and Maintenance Manuals 1 0 days prior to Substantial Completion, for review by Architect. REVISION: Delete section I.6 and Addendum item 1 No final 'Bake Out' is required. ---PAGE BREAK--- Alturas CEDA-AHA Building ADDENDUM NO. 2 July 28'4, 2004 Page 2 2.7 SPECIFICATIONS 02442 - Site Furnishings and Improvements REVISION: Delete section 1.1. A. 2. and 2.3 B. titled "Bike Rack." No bike racks are required. 2.8 SPECIFICATIONS 02510 - Plant Mix Asphalt Paving REVISION: Delete section B. titled "Test Strip." No test strip is required. 2.9 SPECIFICATIONS- Sections 0281 1, 02920, 02936 and Addendum I. REVISION: Revise scope of landscape and inigation work as follows, provide a labor and materials allowance fOr landscape plant materials and irrigation work in the amount of $25,000. General contractor overhead and profit shall not be a part of the $25,000 allowance. Scope of work and design direction shall be provided by the Landscape Architect Consultant to contractor. 2.10 SPECIFICATIONS 03001 - Concrete REVISION: Delete section 1 . 1 A. 5. Delete section 2.2. B. Delete section 2.6. D. Delete section 2.7. F. 2.11 SPECIFICATIONS 03650 - Cementitious Underlayment REVISION: Delete entire section. 2.12 SPECIFICATIONS 06120- Structural Insulated Panels REVISION: Add to section 2.1. A. the following: 5. Panels USA Inc. - 208/784-7373 6. Premier Building Systems - 800/275-7086 Delete section 2 F. Factory applied interior gypsum finish is not required. 2.13 SPECIFICATIONS 07311 - Architectural Compositional Shingle Roofing REVISION: Add attached section 0731 I Architectural Compositional Shingle Roofing Add attached section (3 pages, dated 7/30/04); this roofing system replaces formerly specified Standing Seam Metal Roofing. 2.14 SPECIFICATIONS 07460 - Siding REVISION: Add attached section 07460 Siding Add attached section (2 pages, dated 7/30/04), these siding systems replaces fonnerly specified metal wall panel system and masonry veneer siding. 2.15 SPECIFICATIONS 07465 - Metal Wall Panel & Soffit REVISION: Delete section 2.I A. Metal Wall Panel. This product is being replaced with panel siding as specified in new section 07460. 2.16 SPECIFICATIONS 07533 - Mechanically Single Ply (TPO) Membrane Roofing REVISION: Revise section 2.2 titled "Materials". All new Ethylene Propylene-based membrane thickness shall be 0.45" nominal. REVISE: Revise section 2.2 M. f- Base insulation need only be J" thickness (approximate R-value 6) over low slope roof area. All tapered insulation shall occur in addition to this base insulation layer. 2.17 SPECIFICATIONS 07611 - Standing Seam Metal Roofing REVISION: Delete entire section. 2.18 SPECIFICATIONS 08100 - Door Schedule ---PAGE BREAK--- Alturas CEDA-AI1A Building ADDENDUM NO. 2 July 281h, 2004 Page 3 REVISION: Delete any reference in the "Notes" column referring to future Elec Hardware. The future electric components are not required. REVISION: Revise doors #!OI and #HLI to be single doors (see related changes to elevations and door hardware group) REVISION: Revise doors #I 1 9 and #ST2 to be "WD" in lieu of originally specified "HM". REVISION: Delete door and frame #106A. 2.19 SPECIFICATIONS 08211 - Flush Wood Doors REVISION: Delete item 1 .4 A. Revise as follows: Conform to requirements of A WI Standard PC-7 Economy Grade, Field Painted. This revision applies to all doors in the Door Schedule defined as "WD" type, with "CL" finish. CL finish shall be field painted in accent color to be selected by architect. 2.20 SPECIFIC'\. TIONS 08305 - Access Doors REVISION: Revise item 1.1 A. 2. to read as 1 8" x 1 8" access doors. Revise item 2.3 A 1. to read as follows: Size: 12" x I 2.21 SPEC! FICA TIONS 08520 - Aluminum Windows REVISION: Delete entire section. 2.22 SPECIFICATIONS 08550 - Plastic Windows REVISION: Add attached section (3 pages, dated 7/30/04), for all windows except at main east and west building entries. 2.23 SPEC! FICA TIONS 08710 - Door Hardware REVISION: In section 3.5 titled "Hardware Schedule" revise hardware groups as follows HWI (Exterior Single Doors) 3 ea Butts BB199 US26D 4 1/2 4 1/2 NRP I ea Exit Device ED5200 630 M54 l ca Pull Trim T l 357 630 LC ea Cylinder Housing 3070-178-626 ea Penn Core 8000-626 ea C:ylinder Collar 6 l OF01 626 ea Closer/Stop DC22 IO A l l 689 M54 M I 03 ea Threshold 253X3AFG 72 x Pemkote x FHSL25 set Gasket S88DI7 HW2 (Single Entry Doors) 3 ea Butts BB I 99 US26D 4 112 x 4 112 NRP ea Exit Device ED5200 630 M54 ea Closer/Stop DC22 IO A l l 689 M54 M I 03 at door ST2A only Dž provide the fol lowing I ea Threshold 253X3AFG 36 x Pcmkote x FHSL25 I ea Door Bottom l 8062CNB 36 set Gasket S88D 1 7 ---PAGE BREAK--- HW3 (Single Exit Enclosure Door) 3 ea Butts BBI68 US26D 4 1/2 x 4 1/2 NRP ea Exit Device ED5200A 630 M54 ea Lever Trim to match PZD 630 LC ea Closer DC221 0 A3 689 M54 ea Wall Stop 1270CVCP 626 set Gasket S88D17 set Intumescent Gasket HSS2000-18 HW4 (Single Interior Door - to Labs) 3 ca Butts 88179 US26D 4 1 /2 x 4 1/2 I ea Latchset CL3910 PZD 626 ca Wall Stop 1270CVCP 626 set Gasket S88Dl 7 HWS (Single Interior Doors - to Ofiices) 3 ea Butts 88179 US26D 4 1 /2 x 4 112 I ea Latchset CL391 0 PZD 626 3 ea Silencers 65 Alturas CEDAdžAHA Building ADDENDUM NO. 2 July 28'', 2004 Page 4 HW6 (Single Interior Door- to Conference Room) 3 ea Butts BBI79 US26D 4 1 12 x 4 1/2 I ea Latchset CL3910 PZD 626 ea Wall Stop 1270CVCP 626 3 ea Silencers 65 HW7 (Single Interior Door- to Storage/Service) 3 ea Butts BB 179 US26D 4 112 x 4 112 NRP ea Latchset CL391 0 PZD 626 ea Door Bottom I 8062CNB 36 set Gasket S88D 1 7 HW8 (Single Interior Door- to Storage/Service) 3 ca Butts BBI91 US32D 4 1/2 x 4 112 NRP I ea Latchset CL3910 PZD 626 3 ea Silencers 65 HW9 (Single Interior Door - to Restroom with privacy lock) 3 ea Butts BBI79 US26D 4 1/2 x 4 1/2 NRP I ea Lock set CL3'120 PZD 626 CL6 I ea Closer/Stop DC22 1 0 A4 689 M54 3 ea Silencers 65 HWJO (Single Interior Door - to Restroom with passage set) 3 ea Butts BB I 79 US26D 4 1/2 x 4 1/2 NRP I ea Latchset CL391 0 PZD 626 ea Closer/Stop DC221 0 A4 689 M54 3 ea Silencers 65 HWII (Double Exterior Doors - to Shipping & Receiving) NO CHANGE FROM ORIGINAL HARDWARE GROUP SPECIFICATION HW12 (Single Exterior Door- to Terrace) NO CHANGE FROM ORIGINAL HARDWARE GROUP SPECIFICATION ---PAGE BREAK--- A !turns CEDA-AHA Building ADDENDUM NO. 2 July 281h, 2004 Page 5 2.24 SPECIFICATIONS 09100 - Finish Schedule REVISION: Room I 03 - revise ceiling to be all ACT Room I 08 - revise ceiling to be all ACT \Vomen's Restroom 109 - delete Plam finish on south wall Women's Shower I09A - delete Plam finish on all walls Shipping/Receiving I 1 4 - revise ceiling finish to be ACT Engineering Loll 20 I · revise ceiling in to be exposed OSB (bottom of SIP) to be painted PT-L Men's Restroom 209 - delete Plam finish on north wall Men's Shower 209A - delete Plam finish on all walls Large Classroom/Lunchroom 2 1 0 - revise ceiling to be all ACT Storage 2IOA revise ceiling to be NC 2.25 SPECIFICATIONS 09260 - Gypsum Board Systems REVISION: Delete item 2.2 A. 3. Revise item 3.3 B. 1 3. to read as follows: Texture to be Level 3 - prepared for gypsum wallboard as scheduled for paint as finish surface. Texture to be medium orange peel. 2.26 SPECIFICATIONS 09650- Resilient Flooring REVISION: Delete item A. as written. Replace with as follows: Extra Stock: Provide 1 0 S.F. ofcaeh type of flooring and 1 0 L.F. each type of base. 2.27 SPECIFICATIONS 09688 - Carpet-Glue Down REVISON: Delete items 2.2 E. 8. as written. Replace with as follows: 8. Backing Ultrabac Plus or Approved Equal 2.28 SPECIFICATIONS 09900 - Painting REVISION: Delete items in section 3.9: B. I, C.4, C.6, C. 7, C.9, and C. I 0, these application.<; arc not required. Delete item 3.9 D. 7 as written. Replace with as follows: WD-l , finish wood to be painted such as wood caps, doors, trim, etc. 2.29 SPECIFICATIONS 10800 - Toilet and Bath Accessories REVISON: Revise item 3.9 titled "Schedule" as follows: Delete Mop and Broom Holder and Robe Hook. These items are not required. 2.30 SPECIFICATIONS 14245 - Hydraulic Elevators - Passenger REVISON: Revise specification to Holeless Hydraulic Elevator. Revise 1 . 1 , A. I to read: Holelcss Hydraulic Elevator DRAWINGS Revise 2 . 1 , A. to read: Basis of Design - Schindler Elevator 330A Telescopic Holeless Elevator Revise 2.3, A 1 , to read: Telescopic Holeless Hydraulic application 231 DRAWINGS - All Plans and Elevations CLARIFICATION: Revise sloped roof overhang dimension of 3' by 1 8 inches. New typical eave dimension shall be 2 ' except at CMU elevator shaft. Maintain 3 dimension at elevator shaft at north side of sloped roof ---PAGE BREAK--- 2.32 DRAWINGS - Sheets Cl and Ll Alturas CEDA-AHA Building ADDENDUM NO. 2 July 281h, 2004 Page 6 REVISION: Delete all concrete pavers shown south of west building entry. Replace with seeding and irrigation. Delete detail 5 on sheet L l . REVISION: Delete all bike racks. Delete detail I on sheet C2 REVISION: Delete all compact parking signs and associated detail 3/C2 REVISION: Delete areas of concrete sidewalk, sec attached revision drawing R-I4 (I page, dated 7/30/04). 2.33 DRAWINGS - Sheet A3.01 REVISION: Delete wall separating Data/Phone #I06A from Network #106. Delete door # 106A. 2.34 DRAWINGS - Sheet A3.ll REVISION: Revise detail E6 on sheet A3.1 1 . R-1 roof assembly shall be a 40-year asphalt shingle roof over underlayment applied to 8" SIP. Delete factory-installed gypsum board. Revise detail C6 on sheet A3. I I . R-2 roof assembly shall be a 40-year asphalt shingle roof over applied to roof sheathing over 2x6 framing with metal soffit. Revise detail A6 on sheet A3.J I . R-3 roof assembly shall be 0.045 single ply membrane over R-6 rigid insulation. Add all tapered insulation on top of base. Install over roof sheathing supported by engineered roofjoists. 2.35 DRAWINGS - Sheet A3.ll and A3.21 REVISION: Delete front entry canopy at building's cast entry. Delete all ao:;sociated structural work shown in structural drawings 2.36 DRAWINGS - Sheet A3.21 REVISION: See attached revision drawing R-13 (I page, dated 7/30/04) for revisions in ceiling finishes and lighting (see related addendum item 2.24) Room 103 - delete GWB soffit and replace with ACT soffit Room 1 06A - extend ACT ceiling into this area from room 106 Room I 08 - delete GWB so!lits and replace with ACT soffits Room 2 1 0 - delete area ofGWB ceiling on southern side of room and replace with ACT ceiling Room 210A delete ceiling finish in this room 2.37 DRAWINGS - Sheet A4.01 REVISION: Delete original sheet A4.01. See attached revision drawings Rl tl1rough R5 (5 pages, dated 7/30/04) for building elevations. REVISION: Delete all standing seam metal roofing. Replace with 40-year asphalt composition shingle roofing material. REVISION: Delete all masonry veneer and 14" tall concrete step. Replace with painted Hardi-plank lap siding. REVISION: Delete all metal wall cladding. Replace with painted Hardi panel siding. Existing joinery pattern to remain using board; batten construction method. 2.38 DRAWINGS - Sheet AS.Ol and A6.01 REVJSON: Revise entire sheet to reflect changes in building cladding to 1-Iardi-plank and Hardi-panel systems which replace masonry veneer and metal panel. 2.39 DRAWINGS - Detail AI on Sheet A6.01, Bl/A3.0 1, 82.01, B3/S3.01 ---PAGE BREAK--- Altums CEDA-AHA Building ADDENDUM NO. 2 July 2S1h, 2004 Page 7 REVISION: Revise first floor wall on grid line I, which is currently offset 6" 1o the north, to shift 6" south to align with face of second floor wall between grid line C and F. Leave interior nortl1 wall of Stair 2 at original location. 2.40 DRAWINGS - Sheet A7.01 REVISION: Delete details D3, CS, C9, B l , B3, 87 and AI. Revise detail D9 with revision drawing R6 (1 page, dated 7130104). Revise detail C3 witlt revision drawing R7 (I page, dated 7/30104). Revise detail 85 with revision drawing R8 ( l page, dated 7130104). Revise detail C l wifh revision drawing R9 (I page, dated 7130/04). Revise detail C7 witlt revision drawing RIO (I page, dated 7130/04). 2.41 DRAWINGS - Sheet AS.Ol REVISION: Revise details ES, E7 and E9 by deleting l - l ccmentitious topping underlayment. The cementitious topping is not required. Revise detail C7 by deleting metal wall panel system to be replaced wifh Hardi-pancl. Revise detail C9 by deleting CMU veneer to be replaced with Hardi-plank. 2.42 DRAWINGS- Sheet A8.02 REVISION: Delete details C5 and ES. Revise details El, C l and AS by deleting metal wall panel system to be replaced with Hardi-paneL Revise details A3 and A 7 by deleting CMU veneer to be replaced with Hardi-plank. 2.43 DRAWINGS - Sheet A8.03 REVISION: Revise detail A3 and AS with revision drawing R l l (I page, dated 7130i04). Revise detail A7 with revision drawing Rl2 page, dated 7130104). Revise details E5, E9, C5 and C9 by deleting metal wall panel system to be replaced wifh Hardi-panel. Revise details E l , E7, C7 and A I by deleting CMU veneer to be replaced with Hardi-plank. Revise details E3 and CS by deleting metal roof system to be replaced by 40-year asphalt compositional shingle. 2.44 DRAWINGS - Sheet A8.04 REVISION: Delete details AI, A3 and E5. Revise details E3, C3, C5, C7, C9, AS and A 7 by deleting metal wall panel system to be replaced with Hardi-panel. Revise details E3, C3, CS, C7 and A 7 by deleting metal roof system to be replaced by 40-year asphalt shingle. 2.45 DRAWINGS - Sheet A9.02 REVISION: Delete details E3, E9, A3 and A7. 2.46 DRAWINGS CS on Sheet A9.03 REVISION: Delete detail CS on sheet A 9.03 as dra\Vn. Replace with 2x4 wood studs at 24" O.C. with 518" gypsum board layer each side 3'-6" tall, paint to match interior. Install painted wood cap and trim on top of new guardrail wall. 2.47 DRAWINGS - Sheet A9.04 REVISION: Delete all operable windows as shown on sheet A9.04 and on exterior elevations. ---PAGE BREAK--- Alturas CEDA-AHA Building ADDENDUM NO. 2 July 28•, 2004 Page 8 REVISION: Delete all transom window types 05 and 06 shown in detail B l on sheet A9.04 and replace with solid wall construction. REVISION: Delete frame type B. All previously specified frame type B shall be replaced with frame type A. CLARIFICATION: All exterior windows shown in the window types shall be Plastic Windows as defined in attached specification 08550. 2.48 DRAWINGS - All Mechanical Drawings REVISION: For HVAC Controls, provide each rooftop ale unit with "Honeywell" Trol-A-Temp VVT controls system devices, dampers and wiring. System operation shall be based on "Honeywell" T7300 programmable thermostats. No complete building networking requirement<;. Altcmatc control manufacturers with similar control features and compatibility accepted. 2.49 DRAWINGS - Sheets MI.l, Ml.2 and E2.4 REVISION: Delete electric wall heaters in each of the Shower Rooms 109A and 209A. The electric wall heaters in these spaces arc not required. 2.50 DRAWINGS - Sheet El.O REVISION: Delete both PI fixtures. Relocate existing north P2 fixture to be centered in northwest parking bay of I 0 stalls. Leave south P2 fixture as shown. Delete detail 2 on sheet E I P2 fixtures to be mounted on direct bury steel pole per manufacturer's specifications. 2.51 DRAWINGS - Sheet E2.1 REVISION: Delete all RR5 fixtures. Fixture RR5 is not required. REVISION: Delete four RR4 fixtures in Medium Conference Room #108. REVISION: Delete PF! fixtures in Rooms 102,103, I04, 105, 107, 1 08, HL2, I l l, I 16, and 1 17. Replace with GFP3 fixtures with switching and switch locations remaining the same for each area. Reference revision drawing R-1 3 (I page, dated 7/30/04) for placement and quantities of GFP3 fixtures. 2.52 DRAWINGS - Sheet E2.2 REVISION: Delete flush combination power/communications tloor boxes in R&D Lab #I l l . At same locations, provide two circuit 12AWG SO power cords suspended from with heavy duty Kellems cable support grips, with two duplex convenience outlets (one on each circuit in double gang box at 48" above finish floor). 2.53 DRAWINGS - Sheet E3.1 REVISION: Lighting fixture schedule: P2 fixture poles shall be direct bury "KW No. SSP-25-4.0-I l-BLK-DMIO-E5 or equal in Lumark, Hubbell, or Spaulding" in lieu of"l.ithonia No. SSS-25-5C-DMI9-DBL or equal in Lumark, Hubbell, or Spaulding." ---PAGE BREAK--- List of Documents: Addendum 2 Document 00010 Invitation to Bid Document 00300 Bid Proposal Form Document 073 1 1 Compositional Shingle Roofing Document 07460 Siding Document 08550 Plastic Windows Revision Drawings Addendum 2 R l through Rl4 END OF ADDENDUM NO. 2. Alturas CEDA-AHA Building ADDENDUM NO. 2 July 281n, 2004 Page 9 No. of Pages: 9 3 3 2 3 !4 ---PAGE BREAK--- DOCUMENT 00010 INVITATION TO BID The City ofM. w, Idaho is accepting sealed bids at the City Hall Council Chambers, 206 E. Third Street, Moscow, lD 83843, unti\ 4:00 p.m. prevailing lo<:al time, Tuesday August 2004, for the foUowing project: CEDA-AHA Altur.os Bwlding-RE·BlD Immediately t _eafter, all proposals will be pobHc!y opeocd and read aloud.· Plans, tions, bid proposal forms and other information are available for examination at Associated Con!:J'li.Ctors Lewiston-Clarkston Plan Center Tri-City Construction Council J J O N. 27thvSij 21 1 7 - 12"' Avenue 20 E. Kennewick Ave. Boise, ID 83 Lewiston, ID 83501 Ker.newicl::, WA 99336 (208) 344,253 {208) 746-3591 (509) 582-7424 FAX: 343•532 FAX: 746-5541 FAX: 582-6815 Associated General Contractors 8884 N. Government Way, Suite C P.O. Box l30 Hayden, lD 83835-0130 (208) 772-6068 Reed Data 10504 NB 31"Circie, Bldg. 7 Kirkland, WA 98033 800/239· 7687 FAX: 8001239c8474 Associated Contractors Ea.t4935 Box 32 Spokane, WA, 99212 (509) 535-039,1, FAX: S35-37q<; FAX: 772-6472 Spokane Regional Plan Center East 102 Bootll; Suite 9 P. 0. Box 2968 Spokane, W A 99202 (509) 328-9600 FAX: 32&-7279 Plans, specifi · ns and bidding materials may be obtained from: gn West Architects 254 Bast Main Street Washingti)Jl 99163 (5 ) 332-3113 F 332·3327 Sandpoint Plan Center clo Chamber of Commerce P O. Box 928 900 N. S" A venue Highway 95 l'ortb Sandpoint, ID 83864 (208} 263-2161 FAX: 265-5289 Per a refundaĴle bid deposit of One Hun.dred {SIOO) Dollars on or af'.er August 2, 2004. The Deposit will be ref\mded upon roi'Jm ofĵSS and Project ?vfanuals in good coodition within ten (I 0) days after bid opening. Contractors may obtain additional •elf or partial sets by paying the cost <>freproduotion, which will oot be refunded. DESC³´ OF WORK: The work consists of all labor, materials, equipment and serviees necessary fur the constru<:tion of a new two s , approximately 1 2,500 square foot office building. The project will be located on Alturas Drive, Moscow Idaho in accordance v. th the plans and specifications. BID BOND: bid bond equal to 5% of the amount bid mus1 accompany the bid proposal. (See instructions to bidders) COST: $1,300,000 TIME: One Hundred Fifty (ISO) calendar days(see mAA!ctiotlS to bidders, bid proposal and agreement.) CEDA • AJi.A Altures Building END OF DOCUMENT 000!0. 00010/l 7/29/2004 ---PAGE BREAK--- Project: CEDA - AHA Alturas Building Alturas Drive MOSCOW, IDAHO DOCUMENT 00300 BID PROPOSAL FORM BID OPENING DATE: August 1 7, 2004 BID OPENING TIME: 4:00 P.M BID OPENING LOCATION: BID ADVERTISEMENT DATES: 713 1/04 & 817104 City of Moscow, Council Chambers; 206 E. Third Street, Moscow, ID 83843 BIDDER'S NAME AND ADDRESS: TO: Mayor & City Council; City of Moscow, Idaho The bidder, in compliance with the Invitation for Bids for the above-referenced project, having examined the drawings, specifications, related documents, and the site of the proposed work, and having become familiar with local conditions surrounding the proposed work, including availability of materials and labor, hereby proposes to perform all work in accordance with the contract documents, within the time llmits set therein, and at the prices stated below, which are to cover all expenses incurred in perfOrming the work. The bidder acknowledges the receipt of the Addenda listed below and have included these provisions in the bid: Addendum No. O n£ e _ _ _ _ _ Dated 7/15/04 Addendum No. T t:Voc Dated 7/30104 Addendum No. Dated BASE PROPOSAL Bidder agrees to perform all of the base proposal work described in the specifications and shown on the plans for the sum of Dollars $ (Amount shall be shown in both words and figures. If there is a discrepancy, the amount shown in words shall govern.) Bidder agrees to accomplish the following bid alternates as specified for the costs listed. (Section 0 I 030 of the Project Manual) Alternate No. NOT USED Alternate No. Half Glass Lite in Doors (Add) all materials and labor required to provide half glass door lites in doors indicated in Door Schedule. Bidder agrees to perform all of the bid alternate work described in the specifications and shown on the plans for the sum of Alternate No. NOT USED Alternate No. NOT USED Alternate No. NOT USED The undersigned further agrees that the CITY shall have the right to accept, reject, or waive any irregularities with the bids deemed to be in the best interest of the City. CEDA - AHA Alturas Building 00300/1 7130/04 ---PAGE BREAK--- In submitting this bid, the bidder Building END OF SECTION 07460. 07460/2 8/2/04 ---PAGE BREAK--- SECTION 08550 PVC I FIBERGLASS WINDOWS PART ! - GENERAL 1 . 1 SUMMARY A. Section Includes L This Section includes PVC or Fiberglass Framed Windows. The Work includes the following product types t1xed commercial grade plastic windows; glass shop glazed. 2. Perimeter sealant B. System Description l . Windows: Plastic framed sections, shop fabricated, factory pre-finished, vision glass, related flashings, anchorage and attachment devices. 2. Configuration: Project out casement vents and fixed sections. 3. Glazing: Exterior. C. Perfonnance Requirements l . Design and size components to withstand dead and hve loads caused b y positive and negative wind pressure acting normal to plane of wall as calculated with a design pressure of20 lb/sq ft as measured in accordance with ASTM E 330. 2. Limit member deflection to 1/200; with full recovery of glazing materials. 3. System to accommodate, without damage to components or deterioration of seals, movement between window and perimeter framing, deflection of linteL 4. Limit air leakage through assembly to 0.35 cfm/min/sq ft of wall area, measured at a reference differential pressure across assembly of 1 .57 psf in accordance with ASTM E 283. 5. Vapor Seal with Interior Atmospheric Pressure of I inch sp, 72 degrees F, 40 Percent RH: No failure. 6. Maintain continuous air and vapor barrier throughout assembly, primarily in line with inside pane of glass and heel bead of glazing compound. 7. Drain water entering joints, condensation occurring in glazing channels, or migrating moisture occurring within system, to the exterior by a weep drainage network. 1.2 REFERENCES A. ASTM E 283 ȏ Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors. B. ASTM E 330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. 1.3 SUBMITTALS A. Submit under provisions of Section 0 1300. B. Shop Drawings: Indicate opening dimensions, framed opening tolerances, affected related work; and installation requirements. C. Product Data: Provide component dimensions, anchorage and fasteners, glass, internal drainage details and perfonnance characteristics. 1.4 QUALITY ASSURANCE CEDA - AHA Alturas Building A. Qualifications 1 . Manufacturer: Company specializing in manufacturing commercial plastic windows with minimum three years experience. B. Pre-Installation Cont'erence I . Convene one week prior to commencing work of this Section, under provisions of Section 01 039. C. Fenestration Standard: Comply with l 01Jl.S.2, "Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors," for minimum standards of performance, materials, components, accessories, and fabrication unless more stringent requirements arc indicated. D. Glazing Publications: Comply with published recommendations of glass manufacturers and GANA's "Glazing Manual" unless more stringent requirements are indicated. E. Perfonnance Criteria 1 . General: Provide windows capable of complying with performance requirements indicated, based on testing manufacturer's windows that are representative of those specified and that are of minimum test size required by AAMA!NWWDA IOJ/I.S.2. 2. AAMAIN\VWDA Minimum Performance Requirements: Provide windows of the performance class and grade indicated that comply with AAMAIN\VWDA 1 0 tii.S.2. I. PerfOrmance Class: LC. 2. Performance Grade: Fixed Type: F-LC25 3. Transmittance: Provide windows with a whole-window U-value maximum of36 at 15-mph exterior wind velocity and winter condition temperatures when tested according to NFRC I 00. 0855011 8/2/2004 ---PAGE BREAK--- 1 .5 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 0 1 600. B. Protect pre-finished aluminum surfaces. 1 .6 PROJECT/SITE CONDITIONS A Environmental Requirements I. Do not install sealants when ambient temperature is less than 40 degrees F. 2. Maintain this minimum temperature during and after installation of sealants. B. Field Measurements L Verify that field measurements arc as indicated on shop drawings. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis of design: Euro '92 Golden Line. Manufacturer: Euroline Windows Inc. B. Subject to compliance with the requirements, manufacturers that may provide equal products: 1 . Alpine Windows 2. Andersen Corp 3. Milgard Manufacturing Inc. 2.2 COMPONENTS A. PVC or fiberglass finish: Permanent, integral color, as selected from manufacturer's standard colors. B. Hardware: Provide heavy-duty solid metal hardware for window locks and window operating mechanisms. Finish: Match BHMA 626. C. Fasteners: Stainless steeL D. Glass and Glazing Materials l . As specified in Section 08800 of Types described below: a. Glass in Exterior Lights: Types G 1 and/or G l-S. E Sealant Materials l . Sealant and Backing Materials: As specified in Section 07900 of Types described below. 2. Perimeter Sealant Type A exterior, B interior. 2.3 ACCESSORIES - not used. 2.4 MIXES - not used. 2.5 FABRICATION A. General: Fabricate windows, in sizes indicated, that comply with IOI/I.S.2 for petfonnance class and perfonnance grade indicated. Include a complete system for assembling components and anchoring windows. B. Fabricate components with minimum clearances and shim spacing around perimeter of assembly, yet enabling installation and dynamic movement of perimeter seal. C. Accurately fit and secure joints and comers. Make joints flush, hairline, and weatherproof. D. Prepare components to receive anchor devices. Fabricate anchors. Factory machine windows for openings and hardware that is not surface applied. E. Arrange fasteners and attachments to ensure concealment from view. F. Prepare components with internal reinforcement for operating hardware. G. Pennit intcmal drainage weep holes and channels to migrate moisture to exterior. Provide internal drainage of glazing spaces to exterior through weep holes. H. Shop glaze window units. Fabricate windows that are reglazable without dismantling sash or ventilator framing. I. Finishes; as selected by architect from full range ofmanufactuer's colors including premium selections. J. Mullions: Provide mullions and cover plates as shown, matching window units, complete V.·ith anchors for support to structure and installation of window units. Allow for erection tolerances and provide for movement of window units due to thennal expansion and building deflections, as indicated. Provide mullions and cover plates capable of withstanding design loads of window units. PART 3 - EXECUTION 3 . 1 EXAMINATION A. Verify site opening conditions under provisions of Section 0 1 039. B. Verify \Vall openings and adjoining air and vapor seal materials are ready to receive work of this Section. CEDA - AHA Alturas Building 08550/2 8/2/2004 ---PAGE BREAK--- 32 PREPARATION - nm used. 3.3 INSTALLATION A. Install window frames, glass and glazing and hardware in accordance with manufacturers instructions. Install windows !eve!, plumb, square, true to line, without distortion or impeding thermal movement, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction. B. Attach window frame and shims to perimeter opening to accommodate construction tolerances and other irret,>ularities. C Align window plumb and level, free of warp or twist. Maintain dimensional tolerances, aligning with adjacent work. Set sill members in bed of sealant or with gaskets for weather tight D. Install operating hardware. E. Install glass in accordance with Section 08800. F. Install backing materials and perimeter sealant Type A and B, in accordance with Section 07900. G. Protect window surfaces from contact with contaminating substances resulting from construction operations. In addition, monitor window surfaces adjacent to and below exterior concrete and masonry surfaces during construction for presence of dirt, scum, alkaline deposits, stains, or other contaminants. If contaminating substances do contact window surfaces, remove contaminants immediately according to manufacturer's written recommendations H. Clean exposed sȐrfaces immediately after installing windows. Avold damaging protective coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances. I. Clean factory-glazed glass immediately after installing windows. Comply with manufacturer's written recommendations tOr final cleaning and maintenance. Remove nonpennanent labels and clean surfaces. 1. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period. K. Tolerances 1 . Maximum Variation from Level or Plumb: 0.06 inches every 3 ft 3.4 FIELD QUALITY CONTROL - not used. 3.5 ADJUSTING A. Adjust work under provisions of Section 0 1 700. B. Adjust operating hardware for smooth operation. 3.6 CLEANING A. Clean work under provisions of01 700. B. Wash down surfaces with a solution of mild detergent in warm water, applied with soft, clean wiping cloths. CEDA - AIIA Alturas Building Take care to remove dirt from corners. Wipe surfaces clean. C. Remove excess sealant by moderate use of mineral spirits or other solvent acceptable to sealant manufacmrer. END OF SECTION 08550. 08550/3 8/2/2004 ---PAGE BREAK--- 0 :Li; Pi.
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