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BGHC2017-009 Glass Nook Inc - Windows/Doors - Pasco Specialty Kitchen Contract
COMMUN=DEVELOPMENT DEPARTMENT 509-545-3441 /FAX 509-545-3499 P.O. BOX 293,525 NORTH THIRD AVENUE, PASCO, WASHINGTON 99301 November 16, 2017 GLASS NOOK INC 409 WELLSIAN WAY RICHLAND, WA 99352 DEAR MR. CLAPPER: SUBJECT: NOTICE TO PROCEED - TRANSMITTAL OF EXECUTED CONTRACT BGCA2017-009 356 PSK FACADE IMPROVEMENT WINDOWS/DOORS Attached please find one fully executed contract for the subject contact dated November 13, 2017 in the amount of $18,500, not including WSST, for your records. This letter will also serve as your Notice to Proceed. November 13, 2017 will be the first working day charged to the project. The contract specifies forty (40) days, December 22, 2017 being the final day. We look forward to working with you on this project. If you have any questions regarding this contract, please contact Angie Pitman, Block Grant Administrator at (509) 543-5739 or Dean Pollick, Project Manager (509) 528-1262. Sincerely, Dan Dotta, Interim Director Administrative & Community Services Enclosures: /arp cc: BGCA2017-009/Project File Dean Pollick, ACS w/o Attachment Vault COMMUNITrDEVELOPMENT DEPARTMENT 509-545-3441 /FAX 509-545-3499 i.v. "VA ZY6, ue NUK111 1111XV AVENUE, FASCO, WASHINGTON 99301 November 7, 2017 GLASS NOOK INC 409 WELLSIAN WAY RICHLAND, WA 99352 Subject: 356 PSK FACADE IMPROVEMENT WINDOWSIDOORS (BGCA2017-009) Dear Mr. CODY CLAPPER: Please be advised that the City of Pasco has accepted your bid for the subject project in the amount of $18,500 (not including WSST). GLASS NOOK INC is hereby awarded the contract. Enclosed please find three (3) copies of the Contract for your immediate review and execution. Please return all three (3) copies to the City for our execution and further handling. In order to facilitate the issuance of your Notice to Proceed, you are required to return all executed contract documents with insurance to the City, within ten (10) days of this notice. All Insurance Certificates are required to have a 30 day written cancellation clause and name the City of Pasco as additional insured and certificate holder under your general liability coverage. Upon review and acceptance of the above items, the Contract will be executed on behalf of the City and a Notice to Proceed will be issued. Should you have any questions concerning this matter, please do not hesitate to contact me. Sincerely, Angela R Pitman, Block Grant Administrator Community & Economic Development Cc: BGCA2017-009 File Dean Pollick, Administrative & Community Services CONTRACT DOCUMENTS BGCA2017-009 356 PSK FACADE IMPROVEMENT WINDOWS & DOORS PROJECT MANUAL NO. CP4.PF.8R.16.02 COPY 0 M TRA G j X1)10 ULLIffStV IS 56 EJ8 (� � AC A DE Cm F 7 0 vIFGtf EM]7 PROJECT TABLE OF CONTENTS CP4.PF.8R.16.02 356 PSK FACADE IMPROVEMENT PROJECT INVITATION FOR BIDS ►•i1ynlrV-ill!tXAIMV 3. INFORMATION FOR BIDDERS Qualdication of Bidders Explanation of Contract documents and Work Site Project Quantities Prevailing Wage Bid Guarantee Schedule of Work Submission of Bid Proposal Award of Contract 4. PROPOSAL Bid Proposal Subcontract Disclosure Bid Bond Non -Collusion Affidavit 5. CONTRACT: Contract (Small & Limited Works Roster) Contract (Sealed Bid) Performance & Payment Bond 6. GENERAL CONDITIONS (HUD -funded Projects): Federal Labor Standards Provisions, Form HUD -4010 PREVAILING WAGE RATES State — Franklin County Federal — Davis Bacon WA35 8. FORMS, REPRESENTATIONS AND CERTIFICATIONS Certification of Bidder Regarding Equal Employment Opportunity Equal Employment Opportunity Contract Compliance Notices 9. SPECIFICATIONS & DRAWINGS Plaster fabrication & restoration (Facade) Metal fabrication, welding & signage (Canopy) Windows & doors (storefront glass) Electrical (related work) 10. ADDENDA 11. CONSTRUCTION DRAWINGS -SUBMITTALS TOC ,I�(� I I41\ ATTENTION CONTRACTORS INVITATION FOR BIDS — RE -BID Pasco Specialty Kitchen Fagade Improvement Project #CP4.PF.8R.16.02 The subject project is being re -bid. The City of Pasco, Washington is inviting and requesting bid proposals for the Pasco Specialty Kitchen Fagade improvement project. This project involves plaster fabrication & restoration of the Fagade, metal fabrication and installation of canopy, which will include lighting & engineering; replacement of single pane windows, installation of service windows, installation of door, electrical & outdoor lighting, circuitry to light underside of canopy, installation of fixtures and receptacles, and related work. Please download the project manual at hftp://Www.l)asco- wa.gov/bids.asox?bidlD=l 15. Bids shall be addressed to the Mayor and the City Council and submitted to Krystle Shanks in the Community & Economic Development Department, Planning Office, 2n° floor of Pasco City Hall, 525 N Third Avenue, Pasco, Washington, up the hour of 10:00 a.m. Thursday, November 2, 2017. Bids are to be submitted only on the forms provided in the specifications and accompanied by a bid bond, certified or bank cashier's check made out to the City of Pasco in the amount no less than five percent (5%) of the total or highest bid for each bid greater than $35,000. Contractors may submit a bid for any or all projects on separate proposal forms provided. Bid results will be posted within three (3) business days. This project is funded by a federal grant from the U.S. Department of Housing and Urban Development Community Development Block Grant Program. The project shall be governed under public contract laws including prevailing wage laws. All work performed on the project will be subject to the higher of prevailing state or federal Davis -Bacon wage rates. The City of Pasco is an equal opportunity and affirmative action employer. Small, minority- and women -owned businesses are encouraged to submit bids. The City Council reserves the right to reject any and all bids and to waive technicalities or irregularities, and after careful consideration of all bids and factors involved make the award to best serve the interests of the City of Pasco. Dated: October 27, 2017 BGCA 01 INFORMATION FOR BID SECTION 2 VICINITY MAP 9A9ONITY MAP 1IO S 4T" Ave •fir I y •, , w r� ep �Jk _ Oil 40 s� I 1 1;t C6,0t',r SECTION 3 INFORMATION FOR BIDDERS INFORMATION FOR BIDDERS QUALIFICATION OF BIDDERS Qualified bidders must be bona fide contractors registered in the State of Washington, and not suspended, debarred, or limited participation on state and/or federal contracts. EXPLANATION OF CONTRACT DOCUMENTS AND WORK SITE Bidders should carefully examine the Contract Documents and work site to fully acquaint themselves with all the conditions and matters which can in any way affect the work or the cost thereof, please contact Dean Pollick at 509-528-1262 to schedule a site inspection. All questions and requests for clarification must be directed to Angie Pitman (pitmana(a)pasco-wa.gov) in writing, allowing sufficient response time prior to bid due date. Answers and clarification shall be made in the form of addenda to the documents and furnished to all bidders who shall submit all addenda with their bids. Oral explanations and interpretations made prior to the bid opening shall not be binding. PROJECT QUANTITIES Project quantities, if shown in the proposal, are only approximations and are shown to establish a basis for uniform competitive biding. It shall be the responsibility of the Contractor to establish the accuracy of those quantities and to base the lump sum prices of the bid on the materials and labor necessary to complete the bid items. The Owner does not warrant, expressly or by implication, the final measured quantities will correspond exactly with estimated quantities; nor shall the bidder plead misunderstanding or deception because of such estimates of quantities, or of the character, location, or other conditions pertaining to the work. Adjustments to any contract item must be made in writing. PREVAILING WAGE This project is federally funded through a grant from the U.S. Department of Housing and Urban Development and subject to Davis -Bacon and Related Acts. The higher of state or federal prevailing wage determination shall apply. Current wage determinations, any additional classifications, and the "Notice to All Employees" labor poster must be posted in a visible location at the work site(s). Reference: Davis -Bacon Contractors Guide 4812 -LR 2012. BID GUARANTEE Bid security in the amount of 5% shall be submitted with any Proposal or combined proposals greater than $35,000. Failure to submit same shall be cause for rejection of the bid. Bid security shall be in the form of a certified check, cashier's check, bid bond, cash or money order made payable to the 'City of Pasco' in the amount equal to at least five percent (5%) of the total amount of the bid or bids combined. Security deposited by an unsuccessful bidder will be returned as soon as practicable after the bid opening. SCHEDULE OF WORK A work schedule shall be coordinated with City Facilities and Pasco Specialty Kitchen Manager to minimize impact on clients. SUBMISSION OF BID PROPOSAL The City of Pasco (herein called the City and/or Owner) invites Bidders (herein called the Contractor) to submit bids on the proposal forms (bid package) to be provided to those Bidders upon request. Bid documents may be obtained beginning Tuesday, October 17, 2017 at 12:00 p.m. through QuestCDN.com using eBidDoc #5406167 for the standard download fee of $10.00. QuestCDN.com can be contacted at 952-233-1632 or info@questcdn.com for additional information and assistance. The envelopes containing the bids must be sealed, addressed to the Mayor or City Council and delivered to the office of the City Clerk, located at the north end, first floor of Pasco City Hall, 525 North 3rd Avenue, Pasco, Washington, up the hour of 10:00 a.m. Thursday, October 26, 2017, and shall clearly indicate the company name and project for which they are intended. The proposal forms to be completed for the bid package include: the Proposal, the Bid Bond, the Non -Collusion Affidavit, Subcontract Disclosure, EO Certification, and Acknowledgement of any Addenda. All blank spaces for bid prices shall be completed either in ink or be type written and shall contain the appropriate amounts in figures. Any spaces left blank shall be an indication of a non-responsive bid. Any correction to entries made on the proposal form shall be initialed by the person signing the proposal. In the Proposal, the Contractor shall identify the nature and amount of the bid bond. Any bid may be withdrawn prior to the scheduled time for the opening of bids or authorized postponement thereof. Any bid received after the time and date specified shall not be considered. No bidder may withdraw a bid within 60 days after the actual date of the opening thereof. AWARD OF CONTRACT It is the intent of the City to award a contract to the responsible bidder whose proposal is most advantageous to the program, with price and other factors considered. The City reserves the right to: • Waive any informality in bids received when such waiver is in the best interest of the City. • Accept bids in any order or combination, unless otherwise specifically provided in the bidding documents, and to determine the low bidder on the basis of the sum of the bids either individually or combined. • Reject any and all bids. • Republish the invitation for bids. Award of the contract is contingent upon ratification by the Pasco City Council. Once the responsible bidder has been determined, the City will mail or otherwise transmit to the Contractor the necessary Contract Documents for execution. The Contractor will have a maximum of ten (10) calendar days in which to complete and return the Contract Documents for execution by the City. SECTION 4 PROPOSAL Bid Proposal Subcontract Disclosure Bid Bond Non -Collusion Affidavit PASCO SPECIALTY KITCHEN PROJECT NUMBER: CP4.PF.8R.16.02 HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, Washington 99301 Gentlemen: The undersigned declares that he has carefully examined the site at PA SCO SPECIAL TY KITCHEN And has carefully examined specifications, plans, laws, and ordinances covering 356 FA(yADE IMPROVEMENT PROJECT - In accordance with the terms, provisions, and requirements of the foregoing, the following prices are tendered as an offer to furnish the equipment, materials, appurtenances and guarantees, where required, and to perform the work in place and in good working order. SCHEDULE OF PRICES Unit prices for all items, all extensions, and total amount of bid must be shown. ALL ENTRIES SHALL BE IN INK OR TYPED TO VALIDATE BID. DESCRIPTION A��srri■���� N1II i Profit :Overhead X6&s�!/bolo P-5 SUB TOTAL QO SALES TAX Oe, GRAND TOTAL �o o PASCO SPECIALTY KITCHEN PROJECT NUMBER: CP4.PF.8R.16.02 The Proposal Form, Bid Bond, Noncollusion Declaration, Subcontract Disclosure and Acknowledgement of all Addenda shall be submitted as a complete integral bid package. The undersigned hereby agrees that the City Engineer for the City of Pasco shall determine the actual amount of quantities and materials to be paid under the Contract for which this Proposal is made and that all material furnished and all work performed shall be strictly in accordance with the plans and specifications. The undersigned agrees that if awarded the contract, he will commence work on the date indicated on the written Notice to proceed and that all work should be completed within Thirty (30) calendar days. The undersigned further agrees to pay as liquidated damages, the sum of 100 One Hundred Dollars for each consecutive calendar day thereafter as provided in the Standard Specifications. Accompanying this Proposal is a certified check, cashier's check, bid bond, cash or money order payable to the City of Pasco being an amount not less than 5% of the total bid based upon the estimate of quantities at the above prices according to the conditions of the Information for Bidders. If this proposal is accepted by the City of Pasco, and the undersigned shall fail to execute a satisfactory contract and bonds, as stated in the Instructions For Bidders hereto attached, within ten (10) calendar days from the date of notice of award, then the City may, at its option, determine that the undersigned has abandoned the contract and thereupon this proposal shall be null and void and the certified check, bid bond, cash or money order accompanying this proposal shall be forfeited to and become the property of the City of Pasco. Otherwise, the certified check, cashier's check, bid bond, cash or money order accompanying this proposal shall be returned to the undersigned. All construction shall be in accordance with local codes, manufacturer's recommended installation procedures, good quality workmanship practices, General Specifications and Lead -Based paint requirements. Conflicts between requirements will be resolved by compliance with the more stringent requirement, and safe work practices that comply with OSHA Construction Standards for Asbestos Workers. Contractor awarded the job will be responsible for conducting lead safe work practices. Asbsestos report, where required, will be attached if tested areas are 1 % or greater. See Asbestos and Lead Sampling Reports for location and testing of Planned Work Areas, if applicable. Receipt is hereby acknowledged of addendum(s) No.(s) g, DATED AT �, lit/ THIS DAY OF �Ql%M 4tOt4 2017. SIGNED: PRINTED NAMEC D/�ii 6.6�1D�(` NAME OF COMPANY: ADDRESS: TELEPHONE: _ _�oq_ �%y,� � % STATE CONTRACTOR'S LICENSE NO.: 6 iQ a 1 P-4 SUBCONTRACT DISCLOSURE All Subcontractors must be prequalified in accordance with Pasco Municipal Code 14.10. Prequalification forms may be obtained from the office of the City Engineer. Bidder acknowledges that work performed by a non -prequalified subcontractor will not be accepted by the City of Pasco. WE, the undersigned, intend to employ the following subcontractors, in order to fully perform the work outlined in these specifications. We intend to employ the firm(s) of: NAME ADDRESS UBI # List Item Number I> el 141W �� X///- 2) 3) 4) 5) and represent and warrant that the work will be performed by said subcontractors in a good and workmanlike manner and under our direct supervision. We further repr sent and warrant that the work to be performed by them constitutes approximately_ 11, percent of the total dollar value of said contract. FIRM: NAME: ADDRESS: TELEPHONE: EMAIL: SD -1 NON -COLLUSION DECLARATION 1, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: That the undersigned person(s), firm association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this Declaration. NGI SECTION 5 IMM CONTRACT SMALL PROCUREMENT BGCA2017-009 356 PSK FACADE IMPROVEMENT WINDOWS/DOORS THIS CONTRACT is made and entered into this !,� day ofNovember, 2017' by and between the City of Pasco, Washington, a Municipal Corporation, hereinafter referred to as "City", and GLASS NOOK INC, hereinafter referred to as "Contractor." WHEREAS, the Project qualifies under RCW 39.04.155 as a small works roster contract, or a limited public works contract; and WHEREAS, the City having sought and secured quotations, and the Contractor being duly qualified having submitted a quotation acceptable to the City. NOW, THEREFORE, in consideration of the mutual covenants contained herein, the parties agree as follows: 1. Description of Work. The Contractor shall furnish all equipment, labor, tools, materials and appurtenances and perform all services in a workmanlike manner and in accordance with the plans and specifications as provided in the Project Description and Specifications, attached hereto as Exhibit A. 2. Compensation. Compensation for the performance of the service and materials as described in Exhibit A shall be: ® That amount set in the quotation attached hereto as Exhibit B; or ❑ $ payable in $ installments as follows: subject to any retainage or withholdings as provided below. 3. Time of Completion. The work covered by this Contract shall be completed with all respects within ° iD calendar days from the date of the Notice to Proceed. Once the work is commenced, the Contractor shall diligently pursue the work to completion within the time specified in this Contract. 4. Warranty of Contractor. Contractor warrants that it is qualified to be awarded a public works contract in compliance with RCW 39.04.350; and further agrees to comply with all State and Federal laws relating to the employment and wage rates to be paid. Contract — Small & Limited Public Works Roster Page I 5. Indemnification. 5.1 The Contractor shall defend, indemnify, and hold harmless the City, its officers, officials, agents, employees, and volunteers from any and all claims and causes of action, including, but not limited to, actions of law or administrative proceedings for all injuries to persons or damages to property, and all losses, damages, demands, suits, judgments, including attorney fees, arising out of, or as a result of, or in connection with the work performed under this Agreement, and caused or occasioned in whole or in part by reason of errors, negligent acts or omissions of the Consultant or its subcontractors in the performance of this Agreement, except for injuries and damages caused by the sole negligence of the City, its officers, employees, agents, and volunteers. 5.2 Should a Court of competent jurisdiction determine that this Agreement is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injuries or damages to property caused by or resulting from the concurrent negligence of the Contractor, and the City, its officers, employees, agents and volunteers, the Contractor's liability and obligation to defend hereunder shall only be the proportionate extent of the Contractor's negligence. 5.3 It is further agreed 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. 5.4 No liability shall attach to the City by reason of entering into this Agreement except as expressly provided herein. 5.5 This indemnification shall include damages, penalties and attorney fees sustained as a result of Contractor's delayed or failed performance of Section 6 above. 5.6 This waiver has been mutually negotiated by the parties, and the provisions of this section shall survive the expiration or termination of this Agreement. 6. Insurance. The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, its agents, representatives, employees, or subcontractors. 6.1 Minimum Scone of Insurance. Contractor shall obtain insurance of the types described below: 6.1.1 Automobile Liability insurance covering all owned, non -owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. Contract — Small & Limited Public Works Roster Page 2 6.1.2 Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 and shall cover liability arising from premises, operations, independent contractors and personal injury and advertising injury. The City shall be named as an insured under the Contractor's Commercial General Liability insurance policy with respect to the work performed for the City. 6.1.3 Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. 6.1.4 Professional Liability insurance appropriate to the Contractor's profession. 6.2 Minimum Amounts of Insurance. Contractor shall maintain the following insurance limits: 6.2.1 Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. 6.2.2 Commercial General Liability insurance shall be written with limits no less than: ® $1,000,000 each occurrence; ® $2,000,000 general aggregate; or ❑ $ each occurrence; and $ general aggregate 6.2.3 Professional Liability insurance shall be written with limits no less than: ❑ $1,000,000 per claim; ❑ $1,000,000 policy aggregate limit; or ❑ $ per claim; and $ per policy aggregate limit 6.3 Other Insurance Provisions. The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability, Professional Liability, and Commercial General Liability insurance: 6.3.1 The Contractor's insurance coverage shall be primary insurance as respects the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 6.3.2 The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. Contract — Small & Limited Public Works Roster Page 3 6.4 Acceptability of Insurers. Insurance is to placed with insurers with a current A.M. Best rating of not less than A:VII. 6.5 Verification of Coverage. Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the insurance requirements of the Contractor before commencement of the work. 7. Retainage and Performance Bond. 7.1 Unless it is waived as provided below, the Contractor shall provide and post for the benefit of the City a Performance and Payment Bond issued by a qualified surety insuring the Contractor's performance of all the provisions of the Contract and payment of all labors, mechanics, and subcontractors and materialmen as required by RCW 39.08.010. 7.2 The City shall withhold five percent (5%) of the money due to the Contractor for the work performed under this Contact until completion and/or acceptance of the Contract as provided by RCW 60.28.011. Contractor may elect an option for management of the statutory retainage by notice to the City of the elected option under RCW 60.28.011. 7.3. Limited Public Works Project. If the Project's estimated cost is less than $35,000, the City may elect to waive the retainage and payment and performance bonds as required above as evidenced by the initials below. ® Waiver -- initials 6 8. Work Site Conditions. The work performed under this Contract is done at the Contractor's risk and that Contractor is familiar with the conditions present and other contingencies likely to affect the work, and has submitted their quote accordingly. The Contractor will assume the responsibility and risk of all loss or damage to materials or work which may arise prior to completion. The Contractor shall keep the work site in a neat, orderly condition and after completion of the work, the Contractor shall, at its expense, clean up and remove all refuse and unused materials of any kind resulting from the work. 9. General Provisions. 9.1 For the purpose of this Contract, time is of the essence. 9.2 Notice. Notice provided for in this Contract shall be sent by: 9.2.1 Personal service upon the Project Administrators. Contract — Small & Limited Public Works Roster Page 4 9.2.2 Certified mail to the physical address of the parties, or by electronic transmission to the e-mail addresses designated for the parties below. 9.3 The Project Administrator for the purpose of this Contract shall be: 9.3.1 For the City: COMMUNITY & ECONOMIC DEVELOPMENT, BLOCK GRANT ADMINISTRATOR 525 NORTH 3RD PASCO WA 99301 CONTACT: ANGELA R PITMAN EMAIL: PITMANAna,PASCO-WA.GOV 9.3.2 For the Contractor: GLASS NOOK INC, or his/her designee 409 WELLSIAN WAY RICHLAND, WA 99352 CONTACT: CODY CLAPPER EMAIL: CODY@THEGLASSNOOK.COM 10. Dispute Resolution. This Contract has been and shall be construed as having been made and entered into and delivered within the State of Washington, and it is agreed by each party hereto that this Agreement shall be governed by the laws of the State of Washington. ❑ (Option 1) In the event of a dispute regarding the enforcement, breach, default, or interpretation of this Contract, litigation and venue shall be placed in Franklin County, Washington, and the prevailing party shall be awarded its reasonable attorney fees and costs against the other. ® (Option 2) hi the event of a dispute regarding the enforcement, breach, default or, interpretation of this Contract, said dispute shall be resolved by arbitration pursuant to RCW 7.04A, as amended, with both parties waiving the right of a jury trial upon trial de novo, with venue placed in Pasco, Franklin County, Washington. The substantially prevailing party shall be entitled to its reasonable attorney fees and costs as additional award and judgment against the other. 10. Additional Documents. The following additional documents are, and included and incorporated as a part of this Contract: 10.1 Project Description and Specifications. 10.2 Quotation. 10.3 10.4 Contract — Small & Limited Public Works Roster Page 5 IN WITNESS WHEREOF, the parties have executed by their duly authorized official this Contract in triplicate, each of which being deemed an original on the date first written above. CITY OF PASCO, WASHINGTON x, DAN DOTTA, INTERIM DIRECTOR ADMINISTRATIVE & COMMUNITY SERVICES 525 N THIRD AVENUE PASCO, WA 99301 CONTACT: DEAN POLLICK EMAIL: POLLICKD(aPASCO-WA.GOV TELEPHONE: (509) 528-1262 CITY OF PASCO, WASHINGTON ` �Ztllr���iC�cr: CnNTRACTnR 409 WELLSIAN WAY RICHLAND, WA 99352 CONTACT: CODY CLAPPER EMAIL: CODY@n,THEGLASSNOOK.COM TELEPHONE: (509) REGISTRATION NO. C�onract Sma�I icy mtddubiic Works ltosfer Nee 6 GENERAL CONDTTIONS (HUD -FUNDED PROJECTS) and Federal Labor Standard Provisions Form HUD -4010 WIN Section Subject 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 1]. 12. 13. 14, 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. ATTACHMENT 7.1 (1) GENERAL CONDITIONS Contents Contract and Contract Documents Definitions Additional Instructions and Detail Drawings Shop or Setting Drawings Materials, Services and Facilities Contractor's Title of Materials Inspection and Testing of Materials "Or Equal" Clause Patents Surveys, Permits and Regulations Contractor's Obligations Weather Conditions Protection of Work and Property -- Emergency Inspection Access to Records Reports, Records and Data Superintendence by Contractor Changes in Work Extras Time for Completion and Liquidated Damages Correction of Work Subsurface Conditions Found Different Claims for Extra Costs Right of Owner to Terminate Contract Construction Schedule and Periodic Estimates Payments to Contractor Acceptance of Final Payment as Release Payments by Contractor Insurance, Contractor's Contract Security Additional or Substitute Bond Assignments Mutual Responsibility of Contractors Separate Contracts Subcontracting Architect/Engineer's Authority Section Subject 37. Stated Allowances 38. Use of Premises and Removal of Debris 39. Quantities of Estimate 40. Lands and Right -of -Way 41. General Guaranty 42. Conflicting Conditions 43. Notice and Service Thereof 44. Required Provisions Deemed Inserted 45. Protection of Lives and Health 46. Subcontracts 47. Interest of Member of Congress 48. Other Prohibited Interests 49. Use Prior to Owner's Acceptance 50. Photographs of the Project 51. Suspension of Work Note: Items 52 - 66 are omitted. 67. Ineligible Subcontractors 68. Provisions to be Included 69. Breach of Labor Standards 70. Employment Practices 71. Contract Termination; Debarment 72. Federal Labor Standards Provisions (Follows Paragraph 84) 73. Compliance with State Wage Requirements 74. Title VI of the Civil Rights Act 75. Section 109 of Housing & Community Development Act of 1974 76. Age Discrimination Act of 1975 77. Section 504 of Rehabilitation Act 78. Section 3 of Housing & Community Development Act of 1968 79. EO 11246 Equal Opportunity Clause 80. EO 11246 Segregated Facilities 81. EO 11246 Notice, Requirement for Affirmative Action 82. EO 11246, Standard Federal Equal Employment Opportunity 83. State Nondiscrimination Clause 84. Americans with Disabilities Act of 1990 Index of Contents Age Discrimination Act of 1975 .................... 76 Access to Records..........................................15 Conflicting Conditions...................................42 Accident Prevention.......................................45 Construction Schedule...................................25 Additional or Substitute Bond .......................31 Contract Documents ......................................... Additional Instructions.........,..........................3 Contract Security ........................................... Affirmation Action Requirements ................. 81 Allowances..................................................... 36 Americans with Disabilities Act of 1990.......84 Architect's Authority ..................................... 36 Assignments................................................... 32 Bond, Security................................................30 Bond, Additional or Substitute ......................31 Breach in Labor Standards ............................. 69 Changes in Work............................................18 Claims for Extra Cost.....................................23 Completion Time...........................................20 Condition, Subsurface....................................22 Data, Reports and Records .............................16 Conflicting Conditions...................................42 Debarment...................................................... Construction Schedule...................................25 Debris Removal.............................................38 Contract Documents ......................................... l Contract Security ........................................... 30 Contract Termination ..................................... 71 Contractor's Insurance...................................29 Discrimination, Employment...............75-77,82 Contractors Mutual Responsibility ...............33 Drawings, Detail..............................................3 Contractor's Obligations ................................ l i Contractor's Title to Materials .........................6 Employment of Lower Income Residents ...... Correction of Work........................................21 Employment Practices...................................70 Damages, Liquidated.....................................20 Section Data, Reports and Records .............................16 Ineligible Subcontractors...............................67 Debarment...................................................... 71 Debris Removal.............................................38 Inspection of Materials.....................................7 Definitions........................................................ 2 Detail Drawings...............................................3 Labor Standards, Breach of ...........................69 Different Subsurface......................................22 Lands and Rights-of-Way..............................40 Discrimination, Employment...............75-77,82 Legal Provisions, Implied..............................44 Drawings, Detail..............................................3 Liquidated Damages.......................................20 Emergencies...................................................13 Lower Income Resident Employment ............ Employment of Lower Income Residents ...... 76 Employment Practices...................................70 Protection of Work and Property ...................13 Equal Employment Opportunities........... 75-77,82 Equal Opportunity Clause, EO 11246 ...........79 Estimated Quantities......................................39 Quantities of Estimate....................................39 Extras.............................................................19 Federal Labor Standards Provisions ..............72 Final Payment Acceptance .............................27 ATTACHMENT 7.1(2) Subject Section Guaranty, General..........................................41 Ineligible Subcontractors...............................67 Inspection.......................................................14 Inspection of Materials.....................................7 Insurance........................................................29 Labor Standards, Breach of ...........................69 Lands and Rights-of-Way..............................40 Legal Provisions, Implied..............................44 Liquidated Damages.......................................20 Lower Income Resident Employment ............ 83 Materials, Services and Facilities .....................5 Member of Congress Interest .........................47 Non-discrimination in Employment ........ 75-77, 83 Notice and Service Thereof ............................43 Obligations of Contractor...............................11 ..Or Equal" Clause............................................8 Owner's Right to Terminate ..........................24 Patents..............................................................9 Payments by Contractor.................................28 Payments to Contractor..................................26 Periodic Estimates..........................................25 Permits, Surveys and Regulations..................10 Photographs of the Projects ............................50 Prohibited Interests.........................................48 Protection of Lives and Health.......................45 Protection of Work and Property ...................13 Provisions Required by Law..........................44 Provisions to be Included in Subcontracts .....68 Quantities of Estimate....................................39 Rehabilitation Act, Section 504 .....................77 Release of Contractor.....................................27 Removal of Debris.........................................38 Reports, Records and Data .............................16 Responsibility of Contractor ..........................33 Right of Owner to Terminate .........................24 Rights-of-Way................................................40 Schedule of Construction...............................25 Section 3 of HCD Act of 1968 .......................78 Section 109 of HCD Act of 1974.. ................. 75 Section 504 of Rehabilitation Act..................77 Security, Contract...........................................30 Segregated Facilities, EO 11246 ....................80 Separate Contracts..........................................34 Services, Materials and Facilities .....................5 ShopDrawings.................................................4 State Nondiscrimination Clause.....................83 State Prevailing Wages, Compliance with ..... 73 Stated Allowances..........................................37 Subcontracting............................................35, 46 Subcontractors, Ineligible... ........................... 67 Subcontractor's Insurance .............................29 Substitute Bond .............................................. 31 ATTACHMENT 7.1(3) Termination of Contract..............................24, 71 Testing of Materials.........................................7 Time for Completion......................................20 Title VI Civil Rights Act................................74 Title VI Nondiscrimination Clause................74 Title to Materials, Contractors .........................6 Use and Occupancy........................................49 Subsurface Conditions...................................22 Use of Premises .............................................. 38 Superintendence by Contractor .....................17 Use Prior to Owner's Acceptance ......... ......... 49 Surveys, Permits and Regulations .................10 Weather Conditions ........................................ 12 Suspension of Work.......................................51 ATTACHMENT 7.1(4) 1. Contract and Contract Numbers The project to be constructed pursuant to this contract will be financed with assistance from the Department of Housing and Urban Development, as administered through the City of Pasco, and is subject to all applicable federal and state laws and regulations. The Plans, Specifications and Addenda, hereinafter enumerated in this section, "General Conditions," shall form part of this contract and the provisions thereof shall be as binding upon the parties hereto as if they were herein fully set forth. The table of contents, titles, headings, running headlines and marginal notes contained herein and in said documents are solely to facilitate reference to various provisions of the contract documents and in no way affect, limit or cast light on the interpretation of the provisions to which they refer. 2. Definitions The following terms as used in this contract are respectively defined as follows: (a) "Contractor": A person, firm or corporation with whom the contract is made by the owner; (b) "Subcontractor": A person, firm, or corporation supplying labor and materials or only labor for work at the site of the project for, and under separate contract or agreement with, the Contractor; and (c) "Work on (at) the project': Work to be performed at the location of the project, including the transportation of materials and supplies to or from the location of the project by employees of the Contractor and any subcontractor. 3. Additional Instructions and Detail Drawings The Contractor will be furnished additional instructions and detail drawings as necessary to carry out the work included in the contract. The additional drawings and instructions thus supplied to the Contractor will coordinate with the Contract Documents and will be so prepared that they can be reasonably interpreted as part thereof. The Contractor shall carry out the work in accordance with the additional detail drawings and instructions. The Contractor and the Architect/Engineer will prepare jointly (a) a schedule, fixing the dates at which special detail drawings will be required, such drawings, if any, to be furnished by the Architect/Engineer in accordance with said schedule, and (b) a schedule fixing the respective dates for the submission of shop drawings, the beginning of manufacture, testing and installation of materials, supplies and equipment, and the completion of the various parts of the work; each such schedule to be subject to change from time to time in accordance with the progress of the work. 4. Shop or Setting Drawings The Contractor shall submit promptly to the Architect/Engineer two copies of each shop or setting drawing prepared in accordance with the schedule predetermined as aforesaid. After examination of such drawings by the Architect/Engineer and the return thereof, the Contractor shall make such corrections to the drawings as have been indicated and shall furnish the Architect/Engineer with two corrected copies. If requested by the Architect/Engineer the Contractor must furnish additional copies. ATTACHMENT 7-1(5) 5. Materials, Services and Facilities (a) It is understood that except as otherwise specifically stated in the Contract Documents, the Contractor shall provide and pay for all materials, labor, tools, equipment, water, light, power, transportation, superintendence temporary construction of every nature, and all other services and facilities of every nature whatsoever necessary to execute, complete and deliver the work within the specified time. (b) Any work necessary to be performed after regular working hours, on Sundays or legal holidays, shall be performed without additional expense to the owner. 6. Contractor's Title to Materials No materials or supplies for the work shall be purchased by the Contractor or by any Subcontractor subject to any chattel mortgage or under a conditional sale contract or other agreement by which an interest is retained by the seller. The Contractor warrants that he has good title to all materials and supplies used by him in the work, free from all liens, claims or encumbrances. 7. Inspection and Testing of Materials (a) All materials and equipment used in the construction of the project shall be subject to adequate inspection and testing in accordance with accepted standards. The laboratory or inspection agency shall be selected by the Owner. The Owner will pay for all laboratory inspection services directly, and not as a part of the contract. (b) Materials of construction, particularly those upon which the strength and durability of the structure may depend, shall be subject to inspection and testing to establish conformance with specifications and suitability for uses intended. 8. "Or Equal" Clause Whenever a material, article or piece of equipment is identified on the plans or in the specifications by reference to manufacturers' or vendors' names, trade names, catalogue numbers, etc., it is intended merely to establish a standard; and, any material, article or equipment of other manufacturers and vendors which will perform adequately the duties imposed by the general design will be considered equally acceptable provided the material, article or equipment so proposed, is, in the opinion of the Architect/Engineer, of equal substance and function. It shall not be purchased or installed by the Contractor without the Architect/Engineer's written approval. 9. Patents (a) The Contractor shall hold and save the Owner and its officers, agents, servants and employees harmless from liability of any nature or kind, including cost and expenses for, or on account of, any patented or unpatented invention, process, article or appliance manufactured or used in the performance of the contract, including its use by the Owner, unless otherwise specifically stipulated in the Contract Documents. (b) License or Royalty Fees: License and/or Royalty Fees for the use of a process which is authorized by the Owner of the project must be reasonable, and paid to the holder of the patent, or his authorized licensee, directly by the Owner and not by or through the Contractor. ATTACHMENT 7.1(6) (c) If the Contractor uses any design, device or materials covered by letters, patent or copyright, he shall provide for such use by suitable agreement with the Owner of such patented or copyrighted design, device or material. It is mutually agreed and understood that, without exception, the contract prices shall include all royalties or costs arising from the use of such design, device or materials in any way involved in the work. The Contractor and/or his Sureties shall indemnify and save harmless the Owner of the project from any and all claims for infringement by reasoning of the use of such patented or copyrighted design, device or materials or any trademark or copyright in connection with work agreed to be performed under this contract, and shall indemnify the Owner for any cost, expense or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work. 10. Surveys, Permits and Regulations Unless otherwise expressly provided for in the Specifications, the Owner will furnish to the Contractor all surveys necessary for the execution of the work. The Contractor shall procure and pay all permits, licenses and approvals necessary for the execution of his contract. The Contractor shall comply with all laws, ordinances, rules, orders and regulations relating to performance of the work, the protection of adjacent property, and the maintenance of passageways, guard fences or other protective facilities. 11. Contractor's Obligations The Contractor shall and will, in good workmanlike manner, do and perform all work and furnish all supplies and materials, machinery, equipment, facilities and means, except as herein otherwise expressly specified, necessary or proper to perform and complete all the work required by this contract, within the time herein specified, in accordance with the provisions of this contract and said specifications, and in accordance with the plans and drawings covered by this contract, and any and all plans and drawings covered by this contract and any and all supplemental plans and drawings, and in accordance with the directions of the Architect/Engineer as given from time to time during the progress of the work. He shall furnish, erect, maintain and remove such construction plan and such temporary works as may be required. The Contractor shall observe, comply with, and be subject to all terms, conditions, requirements and limitations of the contract and specifications, and shall do, carry on and complete the entire work to the satisfaction of the Architect/Engineer and the Owner. 12. Weather Conditions In the event of temporary suspension of work, or during inclement weather, or whenever the Architect/Engineer shall direct, the Contractor will, and will cause his subcontractors to protect carefully his and their work and materials against damage or injury from the weather. If, in the opinion of the Architect/Engineer, any work or materials shall have been damaged or injured by reason of failure on the part of the Contractor or any of his subcontractors so to protect his work, such materials shall be removed and replaced at the expense of the Contractor. ATTACHMENT 7.1(7) 13. Protection of Work and Property—Emergency The Contractor shall at all times safely guard the Owner's property from injury or loss in connection with this contract. He shall at all times safely guard and protect his own work, and that of adjacent property from damage. The Contractor shall replace or make good any such damage, loss or injury unless such be caused directly by errors contained in the contract or by the Owner, or his duly authorized representatives. In case of an emergency, which threatens loss or injury of property, and/or safety of life, the Contractor will be allowed to act, without previous instructions from the Architect/Engineer, in a diligent manner. He shall notify the Architect/Engineer immediately thereafter. Any claim for compensation by the Contractor due to such extra work shall be promptly submitted to the Architect/Engineer for approval. Where the Contractor has not taken action but has notified the Architect/Engineer of an emergency threatening injury to persons or damage to the work or any adjoining property, he shall act as instructed or authorized by the Architect/Engineer. The amount of reimbursement claimed by the Contractor on account of any emergency action shall be determined in the manner provided in Paragraph 18 of the General Conditions. 14. Inspection The authorized representatives and agents of the Department of Housing and Urban Development shall be permitted to inspect all work, materials, payrolls, records of personnel, invoices or materials, and other relevant data and records. 15. Access to Records The Contractor agrees to keep such records as the Owner may require. All such records shall be available to the Owner and duly authorized officials of the state for examination. All records pertinent to this project shall be retained by the Contractor for a period of three (3) years after the final audit. 16. Reports; Records and Data The Contractor shall submit to the Owner such schedule of quantities and costs, progress schedules, payrolls, reports, estimates, records and other data as the Owner may request concerning work performed or to be performed under this contract. 17. Superintendence by Contractor At the site of the work, the Contractor shall employ a construction superintendent or foreman who shall have full authority to act for the Contractor. It is understood that such representative shall be acceptable to the Architect/Engineer and shall be one who can be continued in that capacity for the particular job involved unless he ceases to be on the Contractor's payroll. ATTACHMENT 7.1(8) IS. Changes in Work No changes in the work covered by the approved Contract Documents shall be made without having prior written approval of the Owner. Charges or credits for the work covered by the approved change shall be determined by one or more, or a combination, of the following methods: (a) Unit bid prices previously approved; (b) An agreed lump sum; and (c) The actual cost of: Labor, including foremen; 1. Materials entering permanently into the work; 2. The ownership or rental cost of construction plant and equipment during the time of use on the extra work; 3. Power and consumable supplies for the operation of power equipment; 4. Insurance; and 5. Social Security, disability, and unemployment contributions. To the cost under (c) there shall be added a fixed fee to be agreed upon but not to exceed fifteen percent (15%) of the actual cost of the work. The fee shall be compensation to cover the cost of supervision, overhead, bond, profit and any other general expenses. 19. Extras Without invalidating the contract, the Owner may order extra work or make changes by altering, adding to or deducting from the work, the contract sum being adjusted accordingly, and the consent of the Surety being first obtained where necessary or desirable. All the work of the kind bid upon shall be allowed unless the work is ordered in writing by the Owner or its Architect/Engineer, acting officially for the Owner, and the price is stated in such order. 20. Time for Completion and Liquidated Damages It is hereby understood and mutually agreed, by and between the Contractor and the Owner, that the date of beginning and the time for completion as specified in the contract of the work to be done hereunder are ESSENTIAL CONDITIONS of this contract; and it is further mutually understood and agreed that the work embraced in this contract shall be commenced on a date to be specified in the "Notice to Proceed." The Contractor agrees that said work shall be prosecuted regularly, diligently and uninterruptedly at such rate of progress as will ensure full completion thereof within the time specified. It is expressly understood and agreed, by and between the Contractor and the Owner, that the time for the completion of the work described herein, is a reasonable time for the completion of the same, taking into consideration the average time for the completion of the same, taking into consideration the average climatic range, and usual industrial conditions prevailing in this locality. If the said Contractor shall neglect, fail or refuse to complete the work within the time herein specified, or any proper extension thereof granted by the Owner, then the Contractor does hereby agree, as a part consideration for the awarding of this contract, to pay to the Owner the amount specified in the contract, not as a penalty but as liquidated damages for such breach of contract as ATTACHMENT 7-1(9) hereinafter set forth, for each and every calendar day that the Contractor shall be in default after the time stipulated in the contract for completing the work. The said amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability and extreme difficulty of fixing and ascertaining the actual damages the Owner would in such event sustain, and said amount is agreed to be the amount of damages which the Owner would sustain and said amount shall be retained from time to time by the Owner from current periodical estimates. It is further agreed that time is of the essence of each and every portion of this contract and of the specifications wherein a definite and certain length of time is fixed for the performance of any act whatsoever; and where under the contract an additional time is allowed for the completion of any work, the new time limit fixed by such extension shall be of the essence of this contract. Provided, that the Contractor shall not be charged with liquidated damages or any excess cost when the Owner determines that the Contractor is without fault and the Contractor's reasons for the time extension are acceptable to the Owner; Provided, further, that the Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the work is due: (a) To any preference, priority or allocation order duly issued by the Government; (b) To unforeseeable cause beyond the control and without the fault or negligence of the Contractor, including, but not restricted to, acts of God, or of the public enemy, acts of the Owner, fire, flood, epidemics, quarantine restrictions, strikes, freight embargoes and severe weather; and (c) To any delays of Subcontractors or supplies occasioned by any of the causes specified in subsections (a) and (b) of this article. Provided, further, that the Contractor shall, within ten (10) days from the beginning of such delay, unless the Owner shall grant a further period of time prior to the date of final settlement of the contract, notify the Owner, in writing, of the causes of the delay, who shall ascertain the facts and extent of the delay and notify the Contractor within a reasonable time of its decision in the matter. 21. Correction of Work All work, all materials, whether incorporated in the work or not, all processes of manufacture and all methods of construction shall be at all times and places subject to the inspection of the Architect/Engineer who shall be the final judge of the quality and suitability of the work, materials, processes of manufacture and methods of construction for the purposes for which they are used. Should they fail to meet his approval they shall be forthwith reconstructed, made good, replaced and/or corrected, as the case may be, by the Contractor at his own expense. Rejected material shall immediately be removed from the site. If, in the opinion of the Architect/Engineer, it is undesirable to replace any defective or damaged materials or to reconstruct or correct any portion of the work injured or not performed in accordance with the Contract Documents, the compensation to be paid to the Contractor hereunder shall be reduced by such amount as in the judgement of the Architect/Engineer shall be equitable. 22. Subsurface Conditions Found Different Should the Contractor encounter subsurface and/or latent conditions at the site materially differing from those shown on the Plans or indicated in the Specifications, he shall immediately give notice to the Architect/Engineer of such conditions before they are disturbed. The Architect/Engineer will ATTACHMENT 7.1 (10) thereupon promptly investigate the conditions, and if he finds that they materially differ from those shown on the Plans or in the Specifications, he will at once make such changes in the Plans and/or Specifications as he may find necessary, any increase or decrease of cost resulting from such changes to be adjusted in the manner provided in Paragraph 18 4-7 of the General Conditions. 23. Claims for Extra Cost No claim for extra work or cost shall be allowed unless the same was done in pursuance of a written order of the Architect/Engineer approved by the Owner, as aforesaid, and the claim presented with the first estimate after the changed or extra work is done. When work is performed under the terms of subparagraph 18(c) of the General Conditions, the Contractor shall furnish satisfactory bills, payrolls and vouchers covering all items of cost and when requested by the Owner, give the Owner access to accounts relating thereto. 24. Right of the Owner to Terminate Contract In the event that any of the provisions of this contract are violated by the Contractor, or by any of his subcontractors, the Owner may serve written notice upon the Contractor and the Surety of its intention to terminate the contract, such notices to contain the reasons for such intention to terminate the contract, and unless within ten (10) days after the serving of such notice upon the Contractor, such violation or delay shall cease and satisfactory arrangement of correction be made, the contract shall, upon the expiration of said ten (10) days, cease and terminate. In the event of any such termination, the Owner shall immediately serve notice thereof upon the Surety and the Contractor and the Surety shall have the right to take over and perform the contract; provided, however, that if the Surety does not commence performance thereof within ten (10) days from the date of the mailing to such Surety of notice of termination, the owner may take over the work and prosecute the same to completion by contract or by force account for the account and at the expense of the Contractor and the Contractor and his Surety shall be liable to the Owner for any excess cost occasioned the Owner thereby, and in such event the Owner may take possession of and utilize in completing the work, such materials, appliances and plant as may be on the site of the work and necessary therefore. 25. Construction Schedule and Periodic Estimates Immediately after execution and delivery of the contract, and before the first partial payment is made, the Contractor shall deliver to the Owner an estimated construction progress schedule in form satisfactory to the Owner, showing the proposed dates of commencement and completion of each of the various subdivisions of work required under the Contract Documents and the anticipated amount of each monthly payment that will become due the Contractor in accordance with the progress schedule. The Contractor shall also furnish on forms to be supplied by the Owner (a) a detailed estimate giving a complete breakdown of the contract price and (b) periodic itemized estimates of work done for the purpose of making partial payments thereon. The costs employed in making up any of these schedules will be used only for determining the basis of partial payments and will not be considered as fixing a basis for additions to or deductions from the contract price. 26. Payments to Contractor (a) The Owner shall make progress payments to the Contractor on the basis of a duly certified and approved estimates of work performed during the preceding calendar month under this contract, but to ensure the proper performance of this contract, the Owner shall retain ten percent (10%) of ATTACHMENT 7.1 (11) the amount of each estimate until final completion and acceptance of all work covered by this contract: Provided, that the Contractor shall not submit his estimate more often than once per month; Provided, further, that on completion and acceptance of each separate building, public work, or other division of the contract, on which the price is stated separately in the contract, payment may be made in full, including retained percentages thereon, less authorized deductions. (Retainage procedures as specified in Title 60 Revised Code of Washington (RCW) 60.28.010 may be used in lieu of paragraph 26(a) of Attachment 7-I.) (b) In preparing estimates, the material delivered on the site and preparatory work done may be taken into consideration. (c) All material and work covered by partial payments made shall thereupon become the sole property of the Owner, but this provision shall not be construed as relieving the Contractor from the sole responsibility for the care and protection of materials and work upon which payments have been made or the restoration of any damaged work, or as a waiver of the Owner to require the fulfillment of all the terns of the contract. (d) Owner's Right to Withhold Certain Amounts and make Application Thereof The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of the lawful demands of subcontractors, laborers, workmen, mechanics, materialmen, and furnishers of machinery and parts thereof, equipment, power tools, and all supplies, including commissary incurred in the furtherance of the performance of this contract. The Contractor shall, at the Owner's request, furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. If the Contractor fails to do so, then the Owner may, after having served written notice on the said Contractor, either pay unpaid bills, of which the Owner has written notice, direct, or withhold from the Contractor's unpaid compensation a sum of money deemed reasonably sufficient to pay any and all such lawful claims until satisfactory evidence is furnished that all liabilities have been fully discharged whereupon payment to the Contractor shall be resumed, in accordance with the terms of this contract, but in no event shall the provisions of this sentence be construed to impose any obligations upon the Owner to either the Contractor of his Surety. In paying any unpaid bills of the Contractor, the Owner shall be deemed the agent of the Contractor, and any payment so made by the Owner shall be considered as a payment made under the contract by the Owner to the Contractor and the Owner shall not be liable to the Contractor for any such payments made in good faith. 27. Acceptance of Final Payment Constitutes Release The acceptance by the Contractor of final payment shall be and shall operate as a release to the Owner of all claims and all liability to the Contractor for all things done or furnished in connection with this work and for every act and neglect of the Owner and others relating to or arising out of this work. No payment, however, final or otherwise, shall operate to release the Contractor or his sureties from any obligations under this contract or the Performance and Payment Bond. 28. Payments by Contractor The Contractor shall pay (a) for all transportation and utility services not later than the 20"' day of the calendar month following that in which services are rendered, (b) for all materials, tools and ATTACHMENT 7.1(12) other expendable equipment to the extent of ninety percent (90%) of the cost thereof, not later than the 201" day of the calendar month following that in which such materials, tools and equipment are delivered at the site of the project, and the balance of the cost thereof, not later than the 30a' day following the completion of that part of the work in or on which such materials, tools and equipment are incorporated or used, and (c) to each of his subcontractors, not later than the 5t° day following each payment to the Contractor, the respective amounts allowed the Contractor on account of the work performed by his subcontractors to the extent of each subcontractor's interest therein. 29. Insurance The Contractor shall not commence work under this contract until he has obtained all the insurance required under this paragraph and such insurance has been approved by the Owner, nor shall the Contractor allow any subcontractor to commence work on his subcontract until the insurance required of the subcontractor has been so obtained and approved. (a) Compensation Insurance: The Contractor shall procure and shall maintain during the life of this contract Workmen's Compensation Insurance as required by applicable State or territorial law for all of his employees to be engaged in work at the site of the project under this contract and, in case of any such work sublet, the Contractor shall require the subcontractor similarly to provide Workmen's Compensation Insurance. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Workmen's Compensation Statute, the Contractor shall provide and shall cause each subcontractor to provide adequate employer's liability insurance for the protection of such of his employees as are not otherwise protected. (b) Contractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance: The Contractor shall procure and shall maintain during the life of this contract Contractor's Public Liability Insurance, Contractor's Property Damage Insurance and Vehicle Liability Insurance. (c) Subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance: The Contractor shall either (1) require each of his subcontractors to procure and to maintain during the life of his subcontract, Subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance of the type and in the amounts specified in the Supplemental General Conditions specified in subparagraph (b) hereof or, (2) insure the activities of his policy, specified in subparagraph (b) hereof. (d) Scope of Insurance and Special Hazards: The Insurance required under subparagraphs (b) and (c) hereof shall provide adequate protection for the Contractor and his subcontractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him and, also against any of the special hazards which may be encountered in the performance of this contract as enumerated below. (e) Builder's Risk Insurance (Fire and Extended Coverage): Until the project is completed and accepted by the Owner, the Owner, or Contractor (at the Owner's option) is required to maintain Builder's Risk Insurance (fire and extended coverage) premiums during construction unless the Contractor is required to provide such insurance; however, this provision shall not release the Contractor from his obligation to complete, according to plans and specifications, the project ATTACHMENT 7.1(13) covered by the contract, and the Contractor and his Surety shall be obligated to full performance of the Contractor's undertaking. (f) Proof of Carriage of Insurance: The Contractor shall furnish the Owner with certificates showing the type, amount, class of operations covered, effective dates and date of expiration of policies. Such certificates shall also contain substantially the following statement: "The insurance covered by this certificate will not be canceled or materially altered, except after ten (10) days written notice has been received by the Owner." 30. Contract Security For contracts in excess of $35,000, the Contractor shall furnish a performance bond in an amount at least equal to one hundred percent (100%) of the contract prices as security for the faithful performance of this contract and also a payment bond in an amount not less than one hundred percent (100%) of the contract price or in a penal sum not less than that prescribed by State, territorial or local law, as security for the payment of all persons performing labor on the project under this contract and furnishing materials in connection with this contract. The performance bond and the payment bond may be in one or in separate instruments in accordance with local law. For construction contracts under $35,000, the Local Public Body must require, consistent with RCW 39.08, a combined performance and payment bond of not less than 25% of the contract's price or more than 100% of the contract price to secure fulfillment of all of the Contractor's obligations under the contract and to assure payment of all persons supplying labor and materials to the Contractor. The amount of the bond, within these limits, may be fixed by general ordinance of the Local Public Body. 31 . Additional or Substitute Bond If at any time the Owner, for justifiable cause, shall be or become dissatisfied with any surety or sureties, then upon the Performance or Payment Bonds, the Contractor shall within five (5) days after notice from the Owner to do so, substitute an acceptable bond (or bonds) in such form and sum and signed by such other surety or sureties as may be satisfactory to the Owner. The premiums on such bonds shall be paid by the Contractor. No further payments shall be deemed due nor shall be made until the new surety or sureties shall have furnished such an acceptable bond to the Owner. 32. Assignments The Contractor shall not assign the whole or any part of this contract or any moneys due or to become due hereunder without written consent of the Owner. In case the Contractor assigns all or any part of any moneys due or to become due under this contract, the instrument of assignment shall contain a clause substantially to the effect that it is agreed that the right of the assignee in and to any moneys due or to become due to the Contractor shall be subject to prior claims of all persons, firms and corporations of services rendered or materials supplied for the performance of the work called for in this contract. 33. Mutual Responsibility of Contractors If, through acts of neglect on the part of the Contractor, any other Contractor or any subcontractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other Contractor or subcontractor by agreement or arbitration if such other Contractor or subcontractors will so settle. It ATTACHMENT 7.1(14) such other Contractor or subcontractor shall assert any claim against the Owner on account of any damage alleged to have been sustained, the Owner shall notify the Contractor, who shall indemnify and save harmless the Owner against any such claim. 34. Separate Contracts The Contractor shall coordinate his operations with those of other Contractors. Cooperation will be required in the arrangement for the storage of materials and in the detailed execution of the work. The Contractor, including his subcontractors, shall keep informed of the progress and the detail work of other Contractors and shall notify the Architect/Engineer immediately of lack of progress or defective workmanship on the part of other Contractors. Failure of a Contractor to keep informed of the work progressing on the site and failure to give notice of lack of progress or defective workmanship by others shall be construed as acceptance by him/her of the status of the work as being satisfactory for proper coordination with his own work. 35. Subcontracting (a) The Contractor may utilize the services of specialty subcontractors on those parts of the work which, under normal contracting practices, are performed by specialty subcontractors. (b) The Contractor shall not award any work to any subcontractor without prior written approval of the Owner, which approval will not be given until the Contractor submits to the Owner a written statement concerning the proposed award to the subcontractor, which statement shall contain such information as the Owner may require. (c) The Contractor shall be as fully responsible to the Owner for the acts and omissions of his subcontractors, and of persons either directly or indirectly employed by them, as he is for the acts and omissions of persons directly employed by him. (d) The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to bind subcontractors to the documents insofar as applicable to the work of subcontractors and to give the Contractor the same power as regards terminating any subcontract that the Owner may exercise over the Contractor under any provision of the contract documents. (e) Nothing contained in this contract shall create any contractual relation between any subcontractor and the Owner. 36. Architect/Engineer's Authority The Architect/Engineer shall give all orders and directions contemplated under this contract and specifications, relative to the execution of the work. The Architect/Engineer shall determine the amount, quality, acceptability and fitness of the several kinds of work and materials which are to be paid for under this contract and shall decide all questions which may arise in relation to said work and the construction thereof. The Architect/Engineer's estimates and decisions shall be final and conclusive, except as herein otherwise expressly provided. In case any questions shall arise between the parties hereto relative to said contract or specifications, the determination or decision of the Architect/Engineer shall be a condition precedent to the right of the Contractor to receive any money or payment for work under this contract affected in any matter or to any extent by such question. ATTACHMENT 7.1(15) The Architect/Engineer shall decide the meaning and intent of any portion of the specifications and of any plans or drawings where the same may be found obscure or be in dispute. Any differences or conflicts in regard to their work which may arise between the Contractor under this contract and other Contractors performing work for the Owner shall be adjusted and determined by the Architect/Engineer. 37. Stated Allowances The Contractor shall include in his proposal the cash allowance stated in the Supplemental General Conditions. The Contractor shall purchase the "Allowed Materials" as directed by the Owner on the basis of the lowest and best bid of at least three competitive bids. If the actual price for purchasing the "Allowed Materials" is more or less than the "Cash Allowance," the contract price shall be adjusted accordingly. The adjustment in contract price shall be made on the basis of the purchase price without additional charges for overhead, profit, insurance or any other incidental expenses. The cost of installation of the "Allowed Materials" shall be included in the applicable sections of the Contract Specifications covering this work. 38. Use of Premises and Removal of Debris The Contractor expressly undertakes at his own expense: (a) To take every precaution against injuries to persons or damage to property; (b) To store his apparatus, materials, supplies and equipment in such orderly fashion at the work site of the work as will not unduly interfere with the progress of his work or the work of any other Contractors; (c) To place upon the work or any part thereof only such loads as are consistent with the safety of that portion of the work; (d) To clean up frequently all refuse, rubbish, scrap materials and debris caused by his operations, to the end that at all times the site of the work shall present a neat, orderly and workmanlike appearance; (e) Before final payment to remove all surplus material, false -work, temporary structures, including foundations thereof, plant of any description and debris of every nature resulting from his operations, and to put the site in a neat, orderly condition; and (f) To effect all cutting, fitting or patching of his work required to make the same to conform to the plans and specifications and, except with the consent of the Architect/Engineer, not to cut or otherwise alter the work of any other Contractor. 39. Quantities of Estimate Wherever the estimated quantities of work to be done and materials to be furnished under this contract are shown in any of the documents, including the proposal, they are given for use in comparing bids and the right is especially reserved except, as herein otherwise specifically limited, to increase or diminish them as may be deemed reasonable necessary or desirable by the Owner to complete the work contemplated by this contract, and such increase or diminution shall in no way vitiate this contract, nor shall any such increase or diminution give cause for claims or liability for damages. ATTACHMENT 7.1(16) 40. Lands and Rights -of -Way Prior to the start of construction, the Owner shall obtain all lands and rights-of-way necessary for the carrying out and completion of work to be performed under this contract. Any property acquisition shall comply with Title 11 and III of the Uniform Relocation Assistance and Real Property Acquisition Policies of 1970 (42 U.S.C. 4630). 41. General Guaranty Neither the final certificate of payment nor any provision in the Contract Documents, nor partial or entire occupancy of the premises by the Owner, shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any expressed warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects in the work and pay for any damage to other work resulting therefrom, which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified. The Owner will give notice of observed defects with reasonable promptness. 42. Conflicting Conditions Any provisions in any of the Contract Documents which may be in conflict or inconsistent with any of the paragraphs in these general conditions shall be void to the extent of such conflict or inconsistency. 43. Notice and Service Thereof Any notice to any Contractor from the Owner relative to any part of this contract shall be in writing and considered delivered and the service thereof completed, when said notice is posted, by certified or registered mail, to the said Contractor at his last given address, or delivered in person to the said Contractor or his authorized representative on the work. 44. Provisions Required by Law Deemed Inserted Each and every provision of law and clause required by law to be inserted in this contract shall be deemed to be inserted herein and the contract shall be read and enforced as though it were included herein, and if through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon the application of either party the contract shall forthwith be physically amended to make such insertion or correction. 45. Protection of Lives and Health The Contractor shall exercise proper precaution at all times for the protection of persons and property and shall be responsible for all damages to persons or property, either on or off the site, which occur as a result of his prosecution of the work. The safety provisions of applicable laws and building and construction codes, in addition to specific safety and health regulations described by Chapter XIII, Bureau of Labor Standards, Department of Labor, Part 1518, Safety and Health Regulations for Construction, as outlined in the Federal Register, Volume 36, No. 75, Saturday, April 17, 1971. Title 29 — LABOR, shall be observed and the Contractor shall take or cause to be taken, such additional safety and health measures as the Contracting Authority may determine to be reasonably necessary. ATTACHMENT 7.1(17) 46. Subcontracts The Contractor will insert in any subcontracts the Federal Labor Standards Provisions contained herein and such other clauses as the Department of Housing and Urban Development or Owner may, by instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts which they may enter into, together with a clause requiring this insertion in any further subcontracts that may in tum be made. 47. Interest of Member of or Delegate to Congress No member of or Delegate to Congress, or Resident Commissioner, shall be admitted to any share or part of this contract or to any benefit that may arise therefrom, but this provision shall not be construed to extend to this contract if made with a corporation for its general benefit. 48. Other Prohibited Interests No official of the Owner who is authorized in such capacity and on behalf of the Owner to negotiate, make, accept or approve, or to take part in negotiating, making, accepting, or approving any architectural, engineering, inspection, construction or material supply become directly or indirectly interested personally in this contract or in any part hereof. No officer, employee, architect, attorney, engineer or inspector of or for the Owner who is authorized in such capacity and on behalf of the Owner to exercise any legislative, executive, supervisory or other similar functions in connection with the construction of the project, shall become directly or indirectly interested personally in this contract or in any part thereof, any material supply contract, subcontract, insurance contract, or any other contract pertaining to the project. No officer or employee of the Washington State Department of Community, Trade and Economic Development or the Owner shall receive any personal or pecuniary gain or interest, direct or indirect, in any contract or subcontract, or the proceeds thereof, for work to be performed in connection with this project. 49. Use and Occupancy Prior to Acceptance by Owner The Contractor agrees to the use and occupancy of a portion or unit of the project before formal acceptance by the Owner, provided by the Owner: (a) Secures written consent of the Contractor except in the event, in the opinion of the Architect/Engineer, the Contractor is chargeable with unwarranted delay in final cleanup of punch list items or other contract requirements; (b) Secures endorsement from the insurance -carrier and consent of the surety permitting occupancy of the building or use of the project during the remaining period of construction; or (c) When the project consists of more than one building, and one of the buildings is occupied, secures permanent fire and extended coverage insurance, including a permit to complete construction. Consent of the surety must also be obtained. 50. Photographs of the Project If required by the Owner, the Contractor shall furnish photographs of the project. ATTACHMENT 7.1 (18) 51. Suspension of Work Should the Owner be prevented or enjoined from proceeding with work either before or after the start of construction by reason of any litigation or other reason beyond the control of the Owner, the Contractor shall not be entitled to make or assert claim for damage by reason of said delay; but time for completion of the work will be extended to such reasonable time as the Owner may determine will compensate for time lost by such delay with such determination to be set forth in writing. Note: Items 52 — 66 are omitted. 67. Ineligible Subcontractors The Contractor shall not subcontract any part of the work covered by this Contract or permit subcontracted work to be further subcontracted without the Local Public Agency's or Public Body's prior written approval of the subcontractor. The Local Public Agency or Public Body will not approve any subcontractor for work covered by this contract who is at the time ineligible under the provisions of any applicable regulations issued by the Secretary of Labor, U. S. Department of Labor, the Secretary of Housing and Urban Development, or State of Washington to receive and award of such subcontract. 68. Provisions to be Included in Certain Subcontracts The Contractor shall include or cause to be included in each subcontract covering any of the work covered by this Contract, provisions which are consistent with these Federal Labor Standards Provisions and also a clause requiring the subcontractors to include such provisions in any lower tier requiring such insertion in any further subcontracts that may in turn be made. 69. Breach of Foregoing Federal Labor Standards Provision In addition to the causes for termination of this Contract as herein elsewhere set forth, the Local Public Agency or Public Body reserves the right to terminate this Contract if the Contractor or any subcontractor whose subcontract covers any of the work covered by this Contract shall breach any of these Federal Labor Standards Provisions. A breach of these Federal Labor Standards Provisions may also be grounds for debarment as provided by the applicable regulations issued by the Secretary of Labor, U. S. Department of Labor. 70. Employment Practices The Contractor (I) shall, to the greatest extent practicable, follow hiring and employment practices for work on the project which will provide new job opportunities for the unemployed and under- employed, and (2) shall insert or cause to be inserted the same provision in each construction subcontract. 71. Contract Termination; Debarment A breach of Section 45 and the Federal Labor Standards Provisions may be grounds for termination of the Contract, and for debannent as provided in 29 CFR 5.6. 72. Federal Labor Standards Provisions (Paragraph 72, HUD 4010) (Follows Paragraph 84.) ATTACHMENT 7-1 (19) 73. Compliance With State Prevailing Wage Requirements (RCW 39.12) Before any payment is made of any sums due under this Contract, the Local Government Body must receive from the Contractor and each subcontractor a copy of the "Statement of Intent to Pay Prevailing Wages" approved by the Washington State Department of Labor and Industries. Also following the acceptance of the project, the Local Government Body must receive from the Contractor and each subcontractor a copy of the "Affidavit of Wages Paid" approved by the State Department of Labor and Industries. Forms may be obtained from the Department of Labor and Industries. The Contractor and each subcontractor shall pay all fees associated with and make all applications directly to the Department of Labor and Industries. These affidavits will be required before any funds retained, according to the provisions of RCW 60.28.010, are released to the Contractor. Payment by the Contractor or subcontractor of any fees shall be considered incidental to the construction and all costs shall be included in other pay items of the project. 74. Title VI of the Civil Rights Act of 1964 No person shall, on the grounds of race, color or national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance. (Public Law 88-352, Title VI of the Civil Rights Act of 1964, 42 U.S.C. 2000d et. seq.) 75. Section 109 of the Housing and Community Development Act of 1974, as Amended No person in the United States shall on the grounds of race, color, national origin, sex or religion be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity funded in whole or in part with funds made available under this title. 76. Age Discrimination Act of 1975, as Amended No person shall be excluded from participation, denied program benefits, or subjected to discrimination on the basis of age under any program or activity receiving federal funding assistance. (42 U.S.C. 610 et. seq.) 77. Section 504 of the Rehabilitation Act of 1973, as Amended No otherwise qualified individual shall, solely by reason of his or her handicap, be excluded from participation (including employment), denied program benefits, or subjected to discrimination under any program or activity receiving Federal funds. (29 U.S.C. 794) 78. Section 3 of the Housing and Community Development Act of 1968 Section 3 clause: (a) The work to be perfonned under this Contract is on a project assisted under a program providing direct Federal financial assistance from the Department of Housing and Urban Development and is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968 as amended, 12 U.S.C. 1701u. Section 3 requires that to the greatest extent feasible opportunities for training and employment be given lower income residents of the project area ATTACHMENT 7.1(20) and contracts for work in connection with the project be awarded to business concerns which are located in, or owned in substantial part by persons residing in, the area of the project; (b) The parties to this Contract will comply with the provisions of said Section 3 and the regulations issued pursuant thereto by the Secretary of Housing and Urban Development set forth in 24 CFR Part 135, and all applicable rules and orders of the Office issued thereunder prior to the execution of this Contract. The parties to this contract certify and agree that they are under no contractual or other disability which would prevent them from complying with these requirements; (c) The Contractor will send to each labor organization or representative of workers with which he has a collective bargaining agreement or other contract or understanding, if any, a notice advising the said labor organization or workers' representative of his commitments under this Section 3 clause and shall post copies of the notice in conspicuous places available to employees and applicants for employment or training; (d) The Contractor will include in this Section 3 clause (paragraphs a -e), verbatim in every subcontract for work in connection with the project and will, at the direction of the applicant for or recipient of Federal financial assistance, take appropriate action pursuant to the subcontract upon a finding that the subcontractor is in violation of regulations issued by the Secretary of Housing and Urban Development, 24 CFR Part 135, The Contractor will not subcontract with any subcontractor where it has notice or knowledge that the latter has been found in violation of regulations under 24 CFR Part 135 and will not let any subcontract unless the subcontractor has first provided it with a preliminary statement of ability to comply with the requirements of those regulations; and (e) Compliance with the provisions of Section 3, the regulations set forth in 24 CFR Part 135, and all applicable rules and orders of the Department issued hereunder prior to the execution of the Contract, shall be a condition of the federal financial assistance provided to the project, binding upon the applicant or recipient for such assistance, its successors and assigns. Failure to fulfill these requirements shall subject the applicant or recipient, its contractors and subcontractors, its successors and assigns to those sanctions specified by the grant or loan agreement or contract through which federal assistance is provided, and to such sanctions as are specified by 24 CFR Part 135. (Section 3 of the Housing and Community Development Act of 1968, 12 U.S.C. 170/u). 79. Executive Order 11246. Equal Opportunity Clause. During the performance of this Contract, the Contractor agrees as follows: (a) The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin. The Contractor will take affirmative action to ensure that applicants are employed and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination, rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provision of this nondiscrimination clause; ATTACHMENT 7-1(21) (b) The Contractor will, in all solicitations or advertisement for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration without regard to race, color, religion, sex or national origin; (c) The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided by the Contract Compliance Officer advising the said labor union or workers' representatives of the Contractor's commitment under this Section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment; (d) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations and relevant orders of the Secretary of Labor; (e) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records and accounts by the Department and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations and orders; (f) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this Contract or with any of the said rules, regulations or orders, this Contract may be canceled, terminated or suspended in whole or in part and the Contractor may be declared ineligible for further government contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965 or by rule, regulation or order of the Secretary of Labor, or as otherwise provided by law; and (g) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this Contract or with any of the said rules, regulations or orders, this Contract may be canceled, terminated or suspended in whole or in part and the Contractor may be declared ineligible for further government contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor, The Contractor will take such action with respect to any subcontract or purchase order as the Department may direct as a means of enforcing such provisions, including sanctions for noncompliance. Provided, however, that in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the Department, the Contractor may request the United States to enter into such litigation to protect the interest of the United States (Section 202 Equal Opportunity Clause). 80. Executive Order 11246. Segregated facilities. A prime Contractor or subcontractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion or national origin cannot result. 81. Executive Order 11246. Notice Requirement for Affirmative Action. (a) The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. ATTACHMENT 7-1(22) (b) The Goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate work force in each trade on all construction work in the covered area, are as follows: Timetables Goals for Goals for female Minority participation in participation each trade for each trade 5.4% 6.9% These goals are applicable to all the Contractor's construction work (whether or not it is federal or federally assisted) performed in the covered area. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR Part 60-4.3(a), and its efforts to meet the goals established for the geographical area where the contract resulting from this solicitation is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. (c) The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within ten (10) working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. (a) As used in this Notice, and in the contract resulting from this solicitation, the "covered area" is the City of Pasco, within the Kennewick Pasco Richland Metropolitan Statistical Area (MSA). 82. Executive Order 11246. Standard Federal Equal Employment Opportunity Construction Contract Specifications. (a) As used in these specifications: (1) "Covered area" means the geographical area described in the solicitation from which this Contract resulted; (2) "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; ATTACHMENT 7.1(23) (3) "Employer identification number" means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department Form 941; and (4) "Minority" includes: - Black (all persons having origins in any of the Black African racial groups not of Hispanic origin); - Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race); - Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia and Indian Subcontinent, or the Pacific Islands); and - American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal afflictions through membership and participation or community identification). (b) Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the notice which contains the applicable goals for minority and female participation and which is set forth in the solicitation from which this Contract resulted. (c) If the Contractor is participating (pursuant to 41 CFR Part 60-4.5) in a Hometown Plan approved by the U. S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the plan area (including goals and timetables) shall be in accordance with that plan for those trades which have unions participating in the plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or subcontractor participating in an approved plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the plan in each trade in which it has employees. The overall good faith performance by other contractors or subcontractors toward a goal in an approved plan does not excuse any covered Contractor's or subcontractor's failure to take good faith efforts to achieve the plan goals and timetables. (d) The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7o of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. The Contractor is expected to make substantially uniform progress toward its goals in each craft during the period specified. Covered construction contractors performing contracts in geographical areas where they do not have a federal or federal]y-assisted construction contract shall apply the minority and female goals established for the geographic area where the Contract is being performed. Goals are published periodically in the Federal Register in notice form and such notices may be obtained from any Federal Contract Compliance Programs office or from Federal procurement contracting officers. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. (e) Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or ATTACHMENT 7-1(24) women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. (f) In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U. S. Department of Labor. (g) The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: (1) Ensure and maintain a working environment free of harassment, intimidation and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such site or in such facilities; (2) Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources, and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses; (3) Maintain a current file of the names, addresses and telephone numbers of each minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor, this shall be documented in the file with the reason therefore, along with whatever additional actions the Contractor may have taken; (4) Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations; (S) Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources complied under 7b above; ATTACHMENT 7.1(25) (6) Disseminate the Contractor's EEO Policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed; (7) Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions, including specific review of these items with on-site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed and disposition of the subject matter; (8) Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other contractors and subcontractors with whom the Contractor does or anticipates doing business; (9) Direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students, and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures and tests to be used in the selection process; (10) Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force; (11) Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3; (12) Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities; (13) Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out; ATTACHMENT 7-1(26) (14) Ensure that all facilities and company activities are non -segregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes; (15) Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business obligations; and (16) Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. (h) Contractors are encouraged to participate in voluntary associations, which assist in fulfilling one or more of their affirmative action obligations (7a through 7o). The efforts of a contractor association, joint contractor -union, contractor -community, or other similar groups of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through 7o of these specifications provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female work force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation shall not be a defense for the Contractor's noncompliance. (i) A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunities and to take affirmative action for all minority groups, both male and female, and all women, both minority and non -minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the. Executive Order if a specific minority of women is under utilized). (j) The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex or national origin. (k) The Contractor shall not enter into any subcontract with any person or firm debarred from government contracts pursuant to Executive Order 11246. (1) The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. ATTACHMENT 7.1(27) (m) The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations or these specifications, the Director shall proceed in accordance with 41 CFR Part 60-4.8. (n) The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company's EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation, if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice trainee, helper or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, Contractors shall not be required to maintain separate records. (o) Nothing herein provided shall be construed as a limitation upon the application of other laws, which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). 83. State Nondiscrimination Clause The Contractor shall comply with the provisions of Chapter 49.60 RCW, the state law regarding discrimination, in all activities relating to this project. 84. Americans with Disabilities Act of 1990 Subject to the provisions of this title, no qualified individual with a disability shall, by reason of such disability, be excluded from participation in or be denied the benefits of the services, programs or activities of a public entity, or be subjected to discrimination by any such entity. Federal Labor Standards Provisions U.S. Department of Housing and Urban Development Office of Labor Relations Applicability The Project or Program to which the construction work covered by this contract pertains is being assisted by the United States of America and the following Federal Labor Standards Provisions are included in this Contract pursuant to the provisions applicable to such Federal assistance. A. 1. (1) Minimum Wages. All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR Part 3), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section I(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 CFR 5.5(a)(t)(iv); also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rales conformed under 29 CFR 5.5(a)(1)(il) and the Davis -Bacon poster (WH - 1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible, place where it can be easily seen by the workers. (ii) (a) Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. HUD shall approve an additional classification and wage rate and fringe benefits therefor only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (b) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and HUD or its designee agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by HUD or its designee to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, D.C. 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30 -day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB control number 1216- 0140.) (c) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and HUD or its designee do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), HUD or its designee shall refer the questions, including the views of all interested parties and the recommendation of HUD or its designee, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30 -day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB Control Number 1215-0140.) (d) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (1)(ti)(b) or (c) of this paragraph, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part form HUD -4010 (05/2009) Previous editions are obsolete Page 1 of 5 ref. Handbook 1344.1 of the wages of any laborer or mechanic the amount of any communicated in writing to the laborers or mechanics costs reasonably anticipated in providing bona fide fringe affected, and records which show the costs anticipated or benefits under a plan or program, Provided. That the the actual cost incurred in providing such benefits. Secretary of Labor has found, upon the written request of Contractors employing apprentices or trainees under the contractor, that the applicable standards of the Davis- approved programs shall maintain written evidence of the Bacon Act have been met. The Secretary of Labor may registration of apprenticeship programs and certification of require the contractor to set aside in a separate account trainee programs, the registration of the apprentices and assets for the meeting of obligations under the plan or trainees, and the ratios and wage rates prescribed in the program. (Approved by the Office of Management and applicable programs. (Approved by the Office of Budget under OMB Control Number 1215.0140.) Management and Budget under OMB Control Numbers 2. Withholding. HUD or its designee shall upon its own 1215-0140 and 1215-0017.) action or upon written request of an authorized (it) (a) The contractor shall submit weekly for each week representative of the Department of Labor withhold or in which any contract work is performed a copy of all cause to be withheld from the contractor under this payrolls to HUD or its designee if the agency is a party to contract or any other Federal contract with the same prime the contract, but if the agency is not such a party, the contractor, or any other Federally -assisted contract contractor will submit the payrolls to the applicant subject to Davis -Bacon prevailing wage requirements, sponsor, or owner, as the case may be, for transmission to which is held by the same prime contractor so much of the HUD or its designee. The payrolls submitted shall set out accrued payments or advances as may be considered accurately and completely all of the information required necessary to pay laborers and mechanics, including to be maintained under 29 CFR 5.5(a)(3)(i) except that full apprentices, trainees and helpers, employed by the social security numbers and home addresses shall not be contractor or any subcontractor the full amount of wages included on weekly transmittals. Instead the payrolls shall required by the contract In the event of failure to pay any only need to Include an individually identifying number for laborer or mechanic, including any apprentice, trainee or each employee (e.g., the last four digits of the employee's helper, employed or working on the site of the work, all or social security number). The required weekly payroll part of the wages required by the contract, HUD or its information may be submitted in any form desired. designee may, after written notice to the contractor, Optional Form WH -347 is available for this purpose from sponsor, applicant, or owner, take such action as may be the Wage and Hour Division Web site at necessary to cause the suspension of any further hilp:llwww.dol.gov/0sa/whd/forms/wh347instr.htm or its payment, advance, or guarantee of funds until such successor site. The prime contractor is responsible for violations have ceased. HUD or Its designee may, after the submission of copies of payrolls by all subcontractors. written notice to the contractor, disburse such amounts Contractors and subcontractors shall maintain the full withheld for and on account of the contractor or social security number and current address of each subcontractor to the respective employees to whom they covered worker, and shall provide them upon request to are due. The Comptroller General shall make such HUD or its designee if the agency is a party to the disbursements in the case of direct Davis -Bacon Act contract, but if the agency is not such a party, the contracts. contractor will submit the payrolls to the applicant 3. (1) Payrolls and basic records. Payrolls and basic sponsor, or owner, as the case may be, for transmission to records relating thereto shall be maintained by the HUD or its designee, the contractor, or the Wage and Hour contractor during the course of the work preserved for a Division of the Department of Labor for purposes of an period of three years thereafter for all laborers and investigation or audit of compliance with prevailing wage mechanics working at the site of the work. Such records requirements. It is not a violation of this subparagraph for shall contain the name, address, and social security a prime contractor to require a subcontractor to provide number of each such worker, his or her correct addresses and social security numbers to the prime classification, hourly rates of wages paid (including rates contractor for its own records, without weekly submission of contributions or costs anticipated for bona fide fringe to HUD or its designee. (Approved by the Office of benefits or cash equivalents thereof of the types described Management and Budget under OMB Control Number in Section I(b)(2)(B) of the Davis -bacon Act), daily and 1215-0149.) weekly number of hours worked, deductions made and (b) Each payroll submitted shall be accompanied by a actual wages paid. Whenever the Secretary of Labor has "Statement of Compliance," signed by the contractor or found under 29 CFR 5.5 (a)(1)(iv) that the wages of any subcontractor or his or her agent who pays or supervises laborer or mechanic include the amount of any costs the payment of the persons employed under the contract reasonably anticipated in providing benefits under a plan and shall certify the following: or program described in Section I(b)(2)(B) of the Davis- (1) That the payroll for the payroll period contains the Bacon Act, the contractor shall maintain records which information required to be provided under 29 CFR 5.5 show that the commitment to provide such benefits is (a)(3)(it), the appropriate information is being maintained enforceable, that the plan or program is financially under 29 CFR 5.5(a)(3)(i), and that such information is responsible, and that the plan or program has been correct and complete; Previous editions are obsolete forth HUD -4010 (DB2009) Page 2 of 5 ref. Handbook 1344.1 (2) That each laborer or mechanic (including each helper, is not registered or otherwise employed as stated above, apprentice, and trainee) employed on the contract during shall be paid not less than the applicable wage rate on the the payroll period has been paid the full weekly wages wage determination for the classification of work actually earned, without rebate, either directly or indirectly, and performed. In addition, any apprentice performing work on that no deductions have been made either directly or the job site in excess of the ratio permitted under the indirectly from the full wages earned, other than registered program shall be paid not less than the permissible deductions as set forth in 29 CFR Part 3; applicable wage rate on the wage determination for the (3) That each laborer or mechanic has been paid not less work actually performed. Where a contractor is performing than the applicable wage rates and fringe benefits or cash construction on a project in a locality other than that in equivalents for the classification of work performed, as which its program is registered, the ratios and wage rates specified in the applicable wage determination (expressed in percentages of the journeyman's hourly incorporated into the contract, rate) specified in the contractor's or subcontractor's (c) The weekly submission of a properly executed registered program shall be observed. Every apprentice certification set forth on the reverse side of Optional Form must be paid at not less than the rate specified in the Wshall satisfy the requirement for submission of the registered program for the apprentice's level of progress, "Statement ent of Compliance" required by subparagraph expressed as a percentage of the journeymen hourly rate A.3.(ii)(b). specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance (d) The falsification of any of the above certifications may with the provisions of the apprenticeship program. If the subject the contractor or subcontractor to civil or criminal apprenticeship program does not specify fringe benefits, prosecution under Section 1001 of Title 18 and Section apprentices must be paid the full amount of fringe benefits 231 of Title 31 of the United Stales Code. listed on the wage determination for the applicable (fit) The contractor or subcontractor shall make the classification. If the Administrator determines that a records required under subparagraph A.3.(1) available for different practice prevails for the applicable apprentice Inspection, copying, or transcription by authorized classification, fringes shall be paid in accordance with that representatives of HUD or its designee or the Department determination. In the event the Office of Apprenticeship of Labor, and shall permit such representatives to Training, Employer and Labor Services, or a State Interview employees during working hours on the job. If Apprenticeship Agency recognized by the Office, the contractor or subcontractor fails to submit the required withdraws approval of an apprenticeship program, the records or to make them available, HUD or its designee contractor will no longer be permitted to utilize may, after written notice to the contractor, sponsor, apprentices at less than the applicable predetermined rate applicant or owner, take such action as may be necessary for the work performed until an acceptable program is to cause the suspension of any further payment, advance, approved. or guarantee of funds. Furthermore, failure to submit the (it) Trainees. Except as provided in 29 CFR 5.16, required records upon request or to make such records trainees will not be permitted to work at less than the available may be grounds for debarment action pursuant to predetermined rate for the work performed unless they are 29 CFR 5.12. employed pursuant ',to and individually registered in a 4. Apprentices and Trainees. program which has received prior approval, evidenced by (f) Apprentices. Apprentices will be permitted to work at formal certification by the U.S. Department of Labor, less than the predetermined rate for the work they Employment and Training Administration. The ratio of performed when the are employed p ypursuant to and trainees to journeymen on the job site shall not be greater individually registered in a bona fide apprenticeship than permitted under the plan approved by the program registered with the U.S. Department of Labor. Employment and Training Administration. Every trainee Employment and Training Administration, Office of must be paid at not less than the rate specified in the Apprenticeship Training, Employer and Labor Services, or approved program for the trainee's level of progress, with a State Apprenticeship Agency recognized by the expressed as a percentage of the journeyman hourly rate Office, or if a person is employed in his or her first 90 specified in the applicable wage determination. Trainees days of probationary employment as an apprentice in such shall be paid fringe benefits in accordance with the an apprenticeship program, who is not individually provisions of the trainee program. If the trainee program registered in the program, but who has been certified by does not mention fringe benefits, trainees shall be paid the Office of Apprenticeship Training, Employer and Labor the full amount of fringe benefits listed on the wage Services or a State Apprenticeship Agency (where determination unless the Administrator of the Wage and appropriate) to be eligible for probationary employment as Hour Division determines that there is an apprenticeship an apprentice. The allowable ratio of apprentices to program associated with the corresponding journeyman journeymen on the job site in any craft classification shall wage rate on the wage determination which provides for not be greater than the ratio permitted to the contractor as less than full fringe benefits for apprentices. Any to the entire work force under the registered program. Any employee listed on the payroll at a trainee rate who is not worker listed on a payroll at an apprentice wage rate, who registered and participating in a training plan approved by Previous editions are obsolete form HUD -4010 (06I20D9) Page 3 of 5 ref. Handbook 1344.1 the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (III) Equal employment opportunity. The utilization of apprentices, trainees and journeymen under 29 CFR Part 5 shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30. 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR Part 3 which are incorporated by reference in this contract 6. Subcontracts. The contractor or subcontractor will insert in any subcontracts the clauses contained in subparagraphs 1 through 11 in this paragraph A and such other clauses as HUD or its designee may by appropriate instructions require, and a copy of the applicable prevailing wage decision, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in this paragraph. 7. Contract termination; debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. S. Compliance with Davis -Bacon and Related Act Requirements. All rulings and Interpretations of the Davis -Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth In 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and HUD or its designee, the U.S. Department of Labor, or the employees or their representatives. 10. (1) Certification of Eligibility. By entering into this contract the contractor certifies that neither It (nor he or she) nor any person or firm who has an interest In the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24. (if) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of Section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24. (III) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. Additionally, U.S. Criminal Code, Section 1 01 0, Title 18, U.S.C., "Federal Housing Administration transactions', provides in part: "Whoever, for the purpose of ... influencing in any way the action of such Administration...., makes, utters or publishes any statement knowing the same to be false..... shall be fined not more than $5,000 or imprisoned not more than two years, or both." 11. Complaints, Proceedings, or Testimony by Employees. No laborer or mechanic to whom the wage, salary. or other labor standards provisions of this Contract are applicable shall be discharged or to any other manner discriminated against by the Contractor or any subcontractor because such employee has filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer. B. Contract Work Hours and Safety Standards Act. The provisions of this paragraph B are applicable where the amount of the prime contract exceeds $100,000. As used In this paragraph, the terms "laborers' and "mechanics' include watchmen and guards. (1) Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which the individual is employed on such work to work in excess of 40 hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of 40 hours in such workweek. (2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in subparagraph (1) of this paragraph, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, Including watchmen and guards, employed in violation of the clause set forth in subparagraph (1) of this paragraph, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of 40 hours without payment of the overtime wages required by the clause set forth in sub paragraph (1) of this paragraph. Page 4 of 5 rat. Handbook 1344. (3) Withholding for unpaid wages and liquidated damages. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contract, or any other Federally -assisted contract subject to the Contract Work Hours and Safety Standards Act which is held by the same prime contractor such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in subparagraph (2) of this paragraph. (4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in subparagraph (1) through (4) of this paragraph and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in subparagraphs (1) through (4) of this paragraph. C. Health and Safety. The provisions of this paragraph C are applicable where the amount of the prime contract exceeds $100.000. (1) No laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his health and safety as determined under construction safety and health standards promulgated by the Secretary of Labor by regulation. (2) The Contractor shall comply with all regulations issued by the Secretary of Labor pursuant to Title 29 Part 1926 and failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety Standards Act, (Public Law 91-54, 83 Stat 96). 40 USC 3701 at sea. (3) The contractor shall include the provisions of this paragraph in every subcontract so that such provisions will be binding on each subcontractor. The contractor shall take such action with respect to any subcontractor as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions. Previous editions are obsolete form HUD -4010 (0612009) Page 5 of 5 ref. Handbook 1344.1 SECTION 7 12 � ' i►Tt"�iil:�t`f A' Il�I:7 All work done on the project is subject to the higher of the prevailing Davis -Bacon wage rates and Washington State wage rates. State of Washington, Franklin County Federal Davis Bacon WA35 Contractors Preconstruction Checklist (9-C, Labor Standard Contract Requirements) State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 11/3/2017 Countv Trade Job Classification Wa a Holiday Overtime Note Franklin Carpenters Carpenters $43.90 5A 1B 8N Franklin Glaziers Journey Level $13.80 1 Franklin Laborers Air And Hydraulic Track Drill $38.70 7B 1M Franklin Laborers Asphalt Raker $38.70 7B 1M Franklin Laborers Asphalt Roller, Walking $38.43 7B 1M Franklin Laborers Brick Pavers $38.161 7B 1M Franklin Laborers Brush Hog Feeder $38.16 7B 1M Franklin Laborers Brush Machine $38.70 7B 1M Franklin Laborers Caisson Worker, Free Air $38.70 7B 1M Franklin Laborers Carpenter Tender $38.16 7B 1M Franklin Laborers Cement Finisher Tender $38.43 7B 1M Franklin Laborers Cement Handler $38.16 7B 1M Franklin Laborers Chain Saw Operator 8: Faller $38.701 7B IM Franklin Laborers Clean-up Laborer $38.161 7B 1M Franklin Laborers Compaction Equipment $38.43 7B 1M Franklin Laborers Concrete Crewman $38.16 7B 1M Franklin Laborers Concrete Saw, Walking $38.43 7B 1M Franklin Laborers Concrete Signalman $38.16 7B 1M Franklin Laborers Concrete Stack $38.70 711 1M Franklin Laborers Confined Space Attendant $38.16 7B 1M Franklin Laborers Crusher Feeder $38.16 7B 1M Franklin Laborers Demolition $38.16 7B 1M Franklin Laborers Demolition Torch $38.43 7B 1M Franklin Laborers Dope Pot Fireman, Non- mechanical $38.43 7B 1M Franklin Laborers Driller Helper (when Required To Move 8 Position Machine) $38.43 7B 1M Franklin Laborers Drills With Dual Masts $38.98 7B 1M Franklin Laborers Dry Stack Walls $38.16 7B 1M Franklin Laborers Dumpman $38.16 7B 1M Franklin Laborers Erosion Control Laborer $38.16 7B 1M Franklin Laborers Final Detail Cleanup (i.e., Dusting, Vacuuming, Window $36.06 7B 1M Cleaning; Not Construction Debris Cleanup) Franklin Laborers Firewatch $38.16 7B 1M Franklin Laborers Form Cleaning Machine Feeder, Stacker $38.16 7B 1M Franklin Laborers Form Setter, Paving $38.43 7B 1M Franklin Laborers General Laborer $38.16 7B 1M Franklin Laborers Grade Checker $40.69 7B 1M Franklin Laborers Grout Machine Header Tender $38.161 7B 1M Franklin Laborers Guard Rail $38.161 7B 1M Franklin Laborers Gunite $38.70 7B 1M Franklin Laborers Hazardous Waste Worker (level A) $38.98 7B 1M Franklin Laborers Hazardous Waste Worker (level B) $38.70 7B 1M Franklin Laborers Hazardous Waste Worker (level C) $38.43 7B 1M Franklin Laborers Hazardous Waste Worker (level D) $38.16 7B 1M Franklin Laborers Hdpe Or Similar Liner Installer $38.16 7B 1M Franklin Laborers High Scaler $38.70 7B 1M Franklin Laborers Jackhammer Operator Miner, Class "b" $38.43 7B 1M Franklin Laborers Laser Beam Operator $38.70 7B 1M Franklin Laborers Miner, Class "a" $38.161 7B 1M Franklin Laborers Miner, Class"c" $38.70 7B 1M Franklin Laborers Miner, Class "d" $38.98 7B 1M Franklin Laborers Monitor Operator, Air Track Or Similar Mounting $38.70 7B 1M Franklin Laborers Mortar Mixer $38.70 7B 1M Franklin Laborers Nipper $38.16 7B 1M Franklin Laborers Nozzleman $38.701 7B iM Franklin Laborers Nozzleman, Water (to Include Fire Hose), Air Or Steam $38.43 7B 1M Franklin Laborers Pavement Breaker, 90 Lbs. 8 Over $38.70 7B 1M Franklin Laborers Pavement Breaker, Under 90 Lbs. $38.43 7B 1M Franklin Laborers Pipelayer $38.70 7B 1M Franklin Laborers Pipelayer, Corrugated Metal Culvert And Multi -plate $38.43 7B 1M Franklin Laborers Pipewrapper $38.70 7B 1M Franklin Laborers Plasterer Tenders $38.70 7B 1M Franklin Laborers Pot Tender $38.43 7B 1M Franklin Laborers Powderman $40.35 7B 1M Franklin Laborers Powderman Helper $38.43 7B 1M Franklin Laborers Power Buggy Operator $38.431 7B 1M Franklin Laborers Power Tool Operator, Gas, Electric, Pneumatic $38.43 76 1M Franklin Laborers Railroad Equipment, Power Driven, Except Dual Mobile $38.43 76 1M Franklin Laborers Railroad Power Spiker Or Puller, Dual Mobile $38.43 7B 1M Franklin Laborers Remote Equipment Operator $38.98 7B 1M Franklin Laborers Remote Equipment Operator (i.e. Compaction And Demolition) $38.43 7B 1M Franklin Laborers Rigger/signal Person $38.43 7B 1M Franklin Laborers Riprap Person $38.16 7B 1M Franklin Laborers RodderEt Spreader $38.43 7B 1M Franklin Laborers Sandblast Tailhoseman $38.16 7B 1M Franklin Laborers Scaffold Erector, Wood Or Steel $38.16 7B 1M Franklin Laborers Stake Jumper $38.16 7B 1M Franklin Laborers Structural Mover $38.16 7B 1M Franklin Laborers Tailhoseman (water Nozzle) $38.16 7B 1M Franklin Laborers Timber Bucker Et Faller (by Hand) $38.16 7B 1M Franklin Laborers Track Laborer(rr) $38.16 7B 1M Franklin Laborers Traffic Control Laborer $36.06 7B 1M 8T Franklin Laborers Traffic Control Supervisor $37.06 7B 1M 8S Franklin Laborers Trencher, Shawnee $38.43 7B 1M Franklin Laborers Trenchtess Technology Technician $38.70 7B 1M Franklin Laborers Truck Loader $38.16 7B 1M Franklin Laborers Tugger Operator $38.431 76 1M Franklin Laborers Vibrators, All $38.70 7B 1M Franklin Laborers Wagon Drills $38.43 7B 1M Franklin Laborers Water Pipe Liner $38.43 7B 1M Franklin Laborers Welder, Electric, Manual Or Automatic (hdpe Or Similar Pipe And Liner) $38.98 7B 1M Franklin Laborers Well -point Person 1$38.161 76 I 1M Franklin I Laborers lWheetbarrow, Power Driven 1$38.431 7B I 1M General Decision Number: WA170035 11/03/2017 WA35 Superseded General Decision Number: WA20160035 State: Washington Construction Type: Building County: Franklin County in Washington. BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories). Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.20 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number 0 1 2 3 4 5 6 7 8 9 ASBE0082-001 09/01/2016 Publication Date 01/06/2017 03/10/2017 05/19/2017 06/02/2017 06/30/2017 07/07/2017 07/21/2017 07/28/2017 09/22/2017 11/03/2017 Rates ASBESTOS WORKER/HEAT & FROST INSULATOR ........................$ 34.17 * BRWA0001-002 06/01/2017 Rates BRICKLAYER .......................$ 39.46 ---------------------------------------- CARP9003-003 06/01/2014 Rates CARPENTER (Including Cabinet Installation, Drywall Hanging and Form Work) ...................$ 27.06 ZONE PAY: ZONE 1 0-45 MILES FREE Fringes 19.35 --------------- Fringes 16.15 ------------ Fringes 13.39 ZONE 2 46-65 MILES $2.00/PER HOUR ZONE 3 66-100 MILES $3.00/PER HOUR ZONE 4 OVER 100 MILES $4.50/PER HOUR DISPATCH POINTS: PASCO (515 N. Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite). SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee (Whichever is closest to the worksite). WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite). COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever is closest to the worksite). MOSCOW (302 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to the worksite). ---------------------------------------------------------------- ELEC0112-014 06/01/2017 Rates Fringes ELECTRICIAN ......................$ 40.90 20.06 ---------------------- ---- - --- ELEC0112-015 06/01/2015 Rates Fringes ELECTRICIAN (Low Voltage Wiring Only) .....................$ 26.75 11.46 --------------------------------------------------------- ENGI0370-017 06/01/2015 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone l: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1.. ....................$ 26.16 13.55 GROUP 2 .....................$ 26.48 13.55 GROUP 3 .....................$ 27.09 13.55 GROUP 4 .....................$ 27.25 13.55 GROUP 5 .....................$ 27.41 13.55 GROUP 6 .....................$ 27.69 13.55 GROUP 7 .....................$ 27.96 13.55 GROUP 8 .....................$ 29.06 13.55 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone l: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Compactor; Drill Oiler; Rollers, all types on subgrade, including seal and chip coatings GROUP 2: Fork Lift GROUP 3: Bulldozer (up to D-6 or equivalent) GROUP 4: Drills (churn, core, calyx or diamond); Oiler; Loaders (overhead & front-end, under 4 yds. R/T); Vacuum Drill (reverse circulation drill under 8 inch bit) GROUP 5: Backhoe (Under 45,000 gw); Trackhoe/Excavator (hoe Ram) (under 3/4 yd.); Cranes (25 tons & under), Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar) GROUP 6: Asphalt Roller; Backhoe (45,000 gw and over to 110,000 gw); Trackhoe/Excavator (Hoe Ram) (3/4 yd. to 3 yd.); Compactor (self-propelled with blade); Cranes (over 25 tons, to and including 45 tons), Bulldozer, 834 R/T & similar; Loader Operator (front-end & overhead, 4 yds. incl. 8 yds.); Scrapers, all, rubber -tired; Screed Operator GROUP 7: Backhoe (Over 110,000); Trackhoe/Excavator (Hoe Ram) (3 yds & over); Cranes (over 45 tons to but not including 85 tons); Loaders (overhead & front-end, over 8 yds. to 10 yds.); Rubber -tired Scrapers (multiple engine with three or more scrapers); Blade GROUP 8: Cranes (85 tons and over, and all climbing, overhead,rail and tower); Loaders (overhead and front-end, 10 yards and over) BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over scale NOTE: In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. ------------------- --------------------- IRON0014-012 07/01/2016 Rates Fringes IRONWORKER (Ornamental, Reinforcing and Structural) ...... $ 32.89 24.56 ---------------------------------------------------------------- LAB00238-014 06/01/2017 Rates Fringes LABORER: Mason Tender - Brick ... $ 26.76 11.30 --------------------------------------------------------- LAB00238-023 06/01/2017 Rates Fringes LABORER GROUP 1 .....................$ 24.66 11.30 GROUP 2 .....................$ 26.76 11.30 GROUP 3 .....................$ 27.03 11.30 GROUP 4 .....................$ 27.30 11.30 Zone Differential (Add to Zone 1 rates): Zone 2 - $2.00 BASE POINTS: Pasco Zone 1: 0-45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office LABORERS CLASSIFICATIONS GROUP 1: Flagman GROUP 2: Form -Stripping GROUP 3: Chipping Guns; Concrete Saw; Pipelayer GROUP 4: Grade Checker; Gunite; Vibrating Plate ------------------------------------------------------- PAIN0054-001 06/01/2008 Rates Fringes DRYWALL FINISHER/TAPER ........... $ 22.78 8.88 --------------------------------------------------------- PLUM0598-015 06/01/2017 Rates Fringes PIPEFITTER .......................$ 49.24 28.79 ---------------------------------------------------------- PLUM0598-017 06/01/2017 Rates Fringes PLUMBER (including HVAC Pipe Installation) ....................$ 49.24 28.79 ---------------------------------------------------------- ROOF0189-012 07/01/2017 Rates Fringes ROOFER (Includes Roof Tear Off, Waterproofing, and Installation of Metal Roofs) ..... $ 26.86 11.73 --------------------------------------------------------- SFWA0699-005 04/01/2017 Rates Fringes SPRINKLER FITTER (Fire Sprinklers) ......................$ 33.20 15.84 --------------------------------------------------------- SHEE0066-018 06/01/2017 Rates Fringes Sheet Metal Worker (Including HVAC Duct).......................$ 34.75 ------ TEAM0690-008 06/01/2017 Rates Truck drivers: (ANYONE WORKING ON HAZMAT JOBS SEE FOOTNOTE A BELOW) ZONE 1: LEWISTON ZONE CENTER GROUP 3 ....................$ 26.07 GROUP 4 ....................$ 26.40 GROUP 5 ....................$ 26.51 GROUP 6 ....................$ 26.67 GROUP 7 ....................$ 27.21 GROUP 8 ....................$ 27.53 ZONE 1: PASCO ZONE CENTER GROUP 3 ....................$ 26.07 GROUP 4 ....................$ 26.40 GROUP 5 ....................$ 26.51 GROUP 6 ....................$ 26.67 GROUP 7 ....................$ 27.21 GROUP 8 ....................$ 27.53 ZONE 1: SPOKANE ZONE CENTER GROUP 3 ....................$ 26.07 GROUP 4 ....................$ 26.40 GROUP 5 ....................$ 26.51 GROUP 6 ....................$ 26.67 GROUP 7 ....................$ 27.21 GROUP 8 ....................$ 27.53 41 ME Fringes Zone Differential For ZONE 2: ( Zone 1 +$2.00) BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston 17.30 17.30 17.30 17.30 17.30 17.30 17.30 17.30 17.20 17.30 17.30 17.30 17.30 17.30 17.30 17.30 17.30 17.30 Zone 1: 0-45 radius miles from the main post office Zone 2: Outside a 45 mile radius from the main post office TRUCK DRIVERS CLASSIFICATIONS GROUP 3: Trucks, side, end, bottom and articulated end dump (3 yards to and including 6 yds.) GROUP 4: Trucks, side, end, bottom and articulated end dump (over 6 yds. to & including 12 yds.) GROUP 5: Trucks, side, end, bottom and articulated end dump (over 12 yds. to & including 20 yds.) GROUP 6: Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds.) GROUP 7: Truck, side, end, bottom and articulated end dump (over 40 yds. to & including 100 yds.) GROUP 8: Trucks, side, end, bottom and articulated end dump (over 100 yds.) FOOTNOTE A - Anyone working on a HAZMAT job, where HAZMAT cerfification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C -D: - $.50 PER HOUR - This level may use an air purifying respirator or additional protective clothing. LEVEL A -B: - $1.00 PER HOUR - Uses supplied air in conjunction with a chemical splash suit or fully encapsulated suit with a self-contained breathing apparatus. Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours. --------- SUWA2009-023 05/22/2009 Rates Fringes FLOOR LAYER: Carpet .............$ 19.90 4.83 INSULATOR - BATT .................$ 13.58 0.21 LABORER: Common or General ...... $ 14.76 0.00 LABORER: Handheld Drill ......... $ 17.17 5.36 LABORER: Irrigation .............$ 11.58 0.00 LABORER: Landscape ..............$ 11.48 0.00 LABORER: Mason Tender - Cement/Concrete..................$ 9.00 0.00 METAL BUILDING ERECTOR ........... $ 11.59 3.86 OPERATOR: Bobcat/Skid Steer/Skid Loader ................$ 16.86 0.00 OPERATOR: Concrete Pumper ....... $ 22.30 5.27 OPERATOR: Mechanic ..............$ 24.33 4.33 PAINTER: Brush Only .............$ 14.50 0.50 PAINTER: Roller .................$ 22.62 0.25 PAINTER: Spray ..................$ 22.47 0.00 TILE SETTER ......................$ 13.50 0.00 TRUCK DRIVER: Semi -Trailer Truck ............................$ ---------------------------------------------------------------- 20.59 5.56 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the E0, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the Eo is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198.. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classificaticn(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION ATTACHMENT 9-C (1) PRECONSTRUCTION CHECKLIST FOR CONTRACTORS MEETING LABOR STANDARDS CONTRACT REQUIREMENTS I. INTRODUCTION. The following checklist has been prepared to assist contractors and subcontractors in meeting contractual labor standards responsibilities. All major administrative and procedural activities have been covered in the sequence they will occur as the construction project proceeds. Careful attention to and use of the checklist should result in a minimum number of problems with respect to labor standards and prevent delays for progress payments. II. EXPLANATORY NOTES. The word "employer" as used below refers to the project contractor, each subcontractor, or each lower -tier subcontractor. Payrolls and other documentary evidence of rmmnlianre fmnrlrerl with an actericl-) are rennired to he cent to the City for review -- all to he submitted through the prime contractor. The delivery procedure is as follows: A. Each lower -tier subcontractor, after careful review, submits required documents to the respective subcontractor. B. Each subcontractor, after checking his own and those of each lower -tier subcontractor he may have, submits required documents to the contractor. C. The contractor, after reviewing all payrolls and other documentation, including his own, and correcting violations where necessary, submits all to the City. All =lovers should check each of the following statements as being true. If any statement is not true, the contractor or his representative should contact the grant recipient community for special guidance. IIl. BEFORE CONSTRUCTION BEGINS, EACH CON'T'RACTOR MUST: A. Not have been debarred or otherwise made ineligible to participate in any federal or federally assisted project. B. Receive appropriate contract provisions covering labor standards contract requirements (HUD 4010). C. Review and understand all labor standards contract provisions. D. Receive the wage decision(s) as part of the contract (State & Federal). E. Request in writing to the City and receive the minimum wage for each classification to be worked on the project which was not included on the wage decision by the Additional classification Process and before allowing any such trade(s) to work on the project. * F. Request and receive certification of his apprentice program from the state's Bureau of Apprenticeship and Training (recognized by USBAT) and submit copy thereof to the recipient prior to employment on the project. ATTACHMENT 9•C (2) IV. AT CONSTRUCTION START THE CONTRACTOR MUST: A. Notify the City of the start of construction date. B. Place each of the following on a bulletin board prominently located on the project site that can be seen easily by the workers (and replaced if lost or unreadable any time during construction): Wage Decisions (State & Federal) 2. Notice to Employees (WH 1321) 3. Safety and Health Protection on the Job (OSHA) C. Before assigning each project worker to work, obtain the worker's name, best mailing address and social security number (for payroll purposes). * D. Obtain a copy of each apprentice's certificate with the apprentice's registration number and his year of apprenticeship from the State BAT. E. Inform each worker of: 1. His work classification (journeyman or job title) as it will appear on the payroll. 2. His duties of work. 3. The U.S. Department of Labor's requirement on this project that he is either a ioumeymanaonrentice or laborer. If journeyman, he is to be paid journeyman's minimum wage rate or more. • If anorentice, he is to be paid not less than the apprentice's rate for the trade based on his year of apprenticeship. If laborer, he is to do laborer's work only — not use any tool or tools of the trade — and not perform any part of a journeyman's work — and is to be paid the laborer's minimum wage rate or more. ATTACHMENT 9-C (3) F. Understand the requirements that each laborer or mechanic who performs work on the project in more than one classification within the same workweek shall be classified and paid at the highest wage rate applicable to any of the work which he performs unless the followine requirements are met: 1. Accurate daily time records shall be maintained. These records must show the time worked in each classification and the rate of pay for each classification, and must be signed by the workman. 2. The payroll shall show the hours worked in each classification and the wage rate paid for each classification. 3. The payroll shall be signed by the workman or a signed copy of the daily time record shall be attached thereto. G. Inform each worker of his hourly wages (not less than the minimum wage rate for his work that is stated in the wage decision). Time and a half for all work over 40 hours any workweek (see Contract Work Hours Safety Standards Act). 2. Fringe Benefits, if any (see Wage Decision for any required benefits). Deductions from his pay. H. Inform each worker that he is subject to being interviewed on the job by the Grant Administrator, Grantee, Office of Intergovernmental Assistance, Department of Labor, or other U.S. Government inspector, to confirm that his employer is complying with all labor requirements. I. Inform each journeyman and each apprentice that a journeyman must be on the job at all times when an apprentice is working. V. DURING CONSTRUCTION A. Each employer must: Not select, assign, pay different pay rates to transfer, upgrade, demote, lay off, nor dismiss any project worker because of race, color, religion, sex or national origin. 2. Employ all registered apprentices referred through normal channels up to the applicable ratio of apprentices to journeyman in each trade used by the employer. 3. Maintain basic employment records accessible to inspection by the recipient or U.S. Government representatives. ATTACHMENT 9•C (4) 4. Comply with all health and safety standards. 5. Pay all workers weekly. * B. Submit weekly payrolls prepared on Form WH -347 OR equivalent: Weekly payrolls must contain all the information listed on WH -347 (below) and be accompanied by a signed Certification (Statement of Compliance). It is permissible for contractors to reproduce the forms if they wish. Some employers place all project workers on Payroll Form WH -347. The City does not review those project workers listed on the payroll who perform work which is descriptive of any of the following job titles that are exempt from labor requirements: • Project superintendent • Project engineer • Supervisory foreman (less than 20% of time as a timekeepers working foreman) • Payroll clerks • Messenger • Clerical workers • Timekeepers • Bookkeepers The following information must be provided on the front page of the payroll (Foran WH -347) Heading (6 "blocks" of information): Name of Employer. Name of employer is stated showing whether contractor or subcontractor. 2. Address. Street address or PO Box, city, state, and zip code of employer are stated. 3. Payroll Nuirtber. Each weekly payroll is numbered in sequential order (starting with Payroll No. "1"). If employer's workers perform no physical work on the project during workweek, he has submitted a "no work" letter for that workweek. Payroll or employer's final workweek on the project (completion of his work) is marked "Final." 4. For Week Ending. The last date of the workweek is stated in this "block." Project and Location. Name of project and city in which located is stated. ATTACHMENT 9•C (5) 6. Column 1 — Worker's name as it appears on his paycheck is stated. Worker's best mailing address and social security number is stated on Payroll No. 1 or the payroll on which his name first appears. If worker changes his residential address while working on the project, his new address is stated on next applicable payroll. If any two or more workers have the same name, the last four numbers of the social security numbers are included on the payroll to note separate identification. 7. Column 2 — Number of withholding exemptions is for employer's convenience — not required to be completed. 8. Column 3 — The work classification (job title) for the worker is included in the wage decision and denotes the work that worker actually performed. Note: If the applicable classification is not included in the wage decision, the contractor should call the recipient immediately and request the classification on the Additional Classification form. Apprentice. If the worker is an apprentice, his State BAT registration number and year of apprenticeship is included in this column the first time the apprentice's name appears on the payroll. Split Classification. If worker has performed more than one class of work during the workweek, such as carpenter and laborer, the division of work will be shown on separate lines of the payroll. Accurate daily time records show the exact hours of work performed daily in each class of work and are signed by the affected workman. Each class of work the worker performed is stated in Column 3 in separate "blocks," and his name repeated in corresponding "blocks" in Column 1. The breakdown of hours worked daily under each work classification is stated in Column 4 and total for week in Column 5. The applicable wage rate for each classification of work is stated in Column 6. The payroll is signed by the workman in the related "blocks" or a signed copy of the daily time records are attached to the payroll. If the above is not done the worker is paid at least the highest minimum wage rate of all of the classes of work performed for all hours worked. ATTACHMENT 9-C (6) NOTE: Average Pay to Two Classes of Work Not Accepted. The employer shall not pay a semi journeyman or semi -skilled laborer the average of journeyman and laborer's rates. The actual hours each worker uses tools of the trade (journeyman) and each hour he does not use tools of the trade (laborer) must be recorded in separate "blocks" in Column 3 of the payroll. He_ leer. The work classification of "helper" is not accepted by the OIA unless included in the wage decision issued by the Secretary of Labor for the project. Any employee listed as "helper" in the absence of such a classification in the wage decision must be paid the journeyman's rate for hours he uses tools of the trade. 9. Column 4 — Hours worked, each day and date for workweek are stated. • Overtime Hours ("0"), if any, are stated separately from straight hours; ("S"), over 40 hours any workweek. 10. Column 5 — Total hours worked during the workweek are stated (the sum of sub -columns) in Column 4 — straight and overtime hours recorded separately. 11. Column 6 — Rate of pay, not less than the minimum wage rate for the work classification (see wage decision) is stated. • The overtime rate of pay is not less than I and one-half times the Worker's basic (straight) hourly rate of pay (Contract Work Hours Safety Standards). Apprentices. If a copy of the apprentice's registration certificate from the State BAT has not been submitted to recipient by employer (through contractor), the apprentice must be paid journeyman's rate. • Piece Worker. Piece work must be stated in Column 6 at an hourly rate, the gross pay for the workweek (work on the project) divided by the total number of hours worked on the project during the workweek. 12. Column 7 — Gross amount earned equals straight hours shown in Column 5, times straight rate of pay shown in Column 6, plus overtime hours (if any) shown in Column 5, times overtime rate of pay shown in Column 6. 13. Column 8 — Deductions. Each deduction made is required by law or is: • Voluntarily authorized by the worker in writing before the workweek began, or • Provided in a bargaining agreement to be deducted from the respective worker's pay. ATTACHMENT 9-C (7) 14. Column 9 — Net wages stated are Column 7 minus total deductions shown in Column 8. The following information must be provided on the back of the payroll (Form WH -347). Each Employer must: • Complete all blank spaces and understand the penalties for falsification. • Check Item 4 if fringe benefits are included in the wage decision for any of the workers: If fringe benefits are paid to approved fund(s), or If paid directly to each affected worker included in paycheck for the workweek — his paycheck representing at least the pay of the applicable minimum wage rate plus the amount of required fringe benefits (paid cash in lieu of benefits). 15. Manually sign the payroll in block marked "signature," and state his title. The person who signed the payroll must be the employee or an official of the employer who legally is authorized to act for the employer. 16. Weekly Payroll Review. Each employer must promptly: • Review the weekly payroll for compliance with all labor requirements (using this checklist) and make necessary corrections. • Each subcontractor must receive a payroll or "no work" letter from each of his lower -tier subcontractors, review each and his own payroll, require necessary corrections, and submit all such payrolls to the contractor within five (5) calendar days from the last date of the workweek. Contractor must receive a payroll or "no work" letter from each subcontractor and each low -tier subcontractor, monitor each including his own payroll, require necessary corrections, and collectively submit them to the recipient within seven (7) work days of the last day of the respective workweek. VI. AFTER PROJECT COMPLETION Each employer will: • Keep all weekly payrolls on the project for three (3) years after the contractor's project completion date. ATTACHMENT 9•C (8) I/we hereby certify that we have read and understand the above contractual labor standards responsibilities. Contractor Contractor/Subcontractor Contractor/Subcontractor Contractor/Subcontractor Contractor/Subcontractor Contractor/Subcontractor Cc: Labor Compliance Enforcement File [PROJECT NO] Date Date Date Date Date Date REPRESENTATIONS AND CERTIFICATIONS A, ATTACHMENT 7-M (1) CONTRACT COMPLIANCE NOTICES EQUAL EMPLOYMENT OPPORTUNITY The following notices shall be included in all solicitations for offers and bids on all federal and federally -assisted construction contracts or subcontracts in excess of $10,000 pursuant to the Department of Labor's Office of Federal Contract Compliance Programs' (OFCCP) regulations 41 CFR, Part 604. NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER 11246) The Offerors or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. 2. The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows: The following goals apply to all solicitations for offers and bids made after October 3, 1980. • A goal for female participation in each trade is 6.9 percent for every county in Washington State. • A goal for minority participation for each trade is 5.4 in Franklin County These goals are applicable to all Contractors' construction work (whether or it is federal or federally assisted) performed in the covered area. If the contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where work is actually performed. With regard to this second area, the Contractor also is subject to the goals for both its federally involved and non -federally involved construction. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Community and Economic Development Director within ten (10) working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone ATTACHMENT 7-M (2) number of the subcontractor, employer identification number, estimated dollar mount of the subcontract, estimated starting and completion dates of the subcontract, and the geographical area in which the contract is to be performed. 4. As used in this Notice and in the contract resulting from this solicitation, the 'covered area" is the geographical area where the contract work is to be performed. ATTACHMENT 7-B BIDDER CERTIFICATION REQUIRED BY EXECUTIVE ORDER 11246 U.S. Departinent of Housing and Urban Development CERTIFICATION OF BIDDER REGARDING EQUAL EMPLOYMENT OPPORTUNITY INSTRUCTIONS This certification is required pursuant to Executive Order 11246 (30 F.R. 12319-25). The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors, shall state as in initial part of the bid or negotiations of the contract whether it has participated in any previous contract or subcontract subject to the equal opportunity clause; and, if so, whether it has filed all compliance reports due under applicable instructions. Where the certification indicates that the bidder has not filed a compliance report due under applicable instructions, such bidder shall be required to submit a compliance report within seven (7) calendar days after bid opening. No contract shall be awarded unless such report is submitted. CERTIFICATION BY BIDDER Name and Address of Bidder (include zip code): 64ss 40pk :r4e� LIM 41e1&1a r la K-a4&i 4 9 ,1 1. Bidder has articipated in a previous contract or subcontract subject to the Equal Opportunity Clause L YES ❑ NO 2. Complian/C�C Reports were required to be filed in connection with such contract or subcontract. IJ YES ❑ NO 3. Bidder has led all compliance reports due under applicable instructions, including SF -100. YES ❑ NO ❑ NOT REQUIRED 4. Have you ever been or are you being considered for sanction due to violation of Executive Order 11246, as amended? ❑ YES M/NO Name and of Signer (please type) Tittle 6 Signature Date / Contractor Compliance Form CDBG HOME NSP Programs ATTACHMENT 7-G THIS FORM MUST BE COMPLETED BY ALL GENERAL CONTRACTORS AND SUBCONTRACTORS PROVIDING BIDS. SECTION I. Address: Tvoe of Business: EIN:jy -!J27 W men Business Enterprise (WBE)? Mi rity Business Enterprise (MBE)? No ❑ Yes ivi 0 ❑ Yes if yes, enter racial/ethnic code from below: Current number of employees: Current number of women employees: Current number of minoritv emDlovees: minority employees enter ra Znre M, name: Code: 1 2 3 4 5 6 Number: Total Dollar amount of Bid: (If exceeds $100,000, complete Section II). SECTION II. New Hires when Bid exceeds $100,00 (must comply with Section 3 reauirements) Number of employees to be hired for this contract (7 Number of Low -Income Project Area Residents (L.I.P.A.R.) D to be hired for this contract: RACIAL/ETHNIC CODES 1. White 2. Black/African American 3. American Indian/Alaskan Native 4. Asian 5. Native Hawaiian/Pacific Islander 6. Hispanic/Latino I hereby certify that it is the policy of the undersigned to comply with all existing laws prohibiting discrimination in all aspects of employment due to race, color, creed, sex, age, religion, national origin, marital status, receipt of public assistance or disability. This shall be accomplished substantially by the following actions: Nondiscrimination in RECRUITING, HIRING. TRAINING. PROMQTING. SUBCONTRACTING. DEMOTION. LAYOFF. and/or TERMINATION. Form 17 (01/2013) The City of Pasco does not discriminate on the basis of race, color, creed, national origin, sex, religion, age, disability, marital status, status with regard to public assistance, sexual orientation or familial status, in the employment and/or the provision of services. Equal Opportunity Housing and Equal Opportunity Employment FFATA REPORTING CHECKLIST (FOR CONTRACTS 425 asa Amin nvFRi To Be Filled Out By Subrecipient/Contractor Contract Number WO D Subrecipient/Contractor: Congressional district Address including Zip Code: IU!/Date: !/Date: 6 Signature: i) r nave been awaraeo a contract or agreement from CDBGMOME/NSP funds of $25,000 and over, U Yes 0 No 2) I had a gross income, from all sources, over $300,000 in the previous tax year. ❑ Yes ❑ No If you answered "NO" to question 1 AND 2, STOP, you do not meet reporting threshold requirements, return form to City. If you answered "YES" to auestion 1. COMPLETE THE FOLLOWING ANn RFTtiRN WITHIN c neve Project Location 110 S 4'h Avenue Address including Zip Code: Pasco, WA 99301 Congressional district WA04 99301-5320 Amount of award/contract 4. Certified Commercial Kitchen Facility Rehabilitation — Flooring Award title descriptive of the funding action 355 C-2016-5-9 REQUIRED: DUNS number Grant No. REQUIRED (Contractors Only): Central Contractors Registration (SAM) number SAM must be updated every year) 3) More than 80% of my annual gross revenues come from the federal governments, and ❑ Yes ❑ No 4) My gross revenues are greater than $25 million annually, and ❑ Yes ❑ No 5) Compensation information for top five executives is not already available through reporting to the SEC. ❑ Yes ❑ No If you answered "NO" to question 3, 4 OR 5, STOP. You do not meet the reporting threshold, return form City. If you answered "YES" to question 3.4 AND 5. COMPLETE THE FOLLOWING AND RF.TIiRN WITHIN c neve Total compensation and names of top five executives. (Complete if you answer yes to questions 3, 4 and 5 above 1. 2. 3. 4. 5. To Be Filled Out By City Staff Program source ®CDBG Entitlement CDFA 14.218 ❑NSP Entitlement CDFA 14.228 ❑HOME Investment Partnership Program CDFA 14.239 Grant No. How do you get a DUNS number? The unique identifier used in reporting to FFATA is the entity's Dun & Bradstreet (D&B) Data Universal Numbering System (DUNS) Number. It is necessary for registering in SAM. For subawardees, OMB has issued interim final guidance requiring recipients to obtain a valid DUNS number. DUNS number may be requested via the web for no charge at: • http://fedgov.dnb.com/webfonn/indexisp • or by calling 1-866-705-5711 What is a SAM and how do you register? SAM stands for System for Award Management, which is the primary registrant database for the U.S. Federal Government. SAM collects, validates, stores and disseminates data to support federal acquisition missions. A SAM number is necessary for reporting in FFATA. Here are links to information needed to register and become familiar with SAM 0 SAM FAQS: httns://www.sam.eov/l)ortal/i)ublic/SAM/ SECTION 9 DRAWINGS & SPECIFICATIONS GENERAL PROJECT_ NOTES 1. SCOPE OF WORK: Work to include, but not be limited to, (1) Removal (as indicated in drawings) of eAstng siding materials, to prepare for application of new thin masonry veneer and new elastomerie EIFS finishes; (2) Instalaton of thin masonry veneer siding; (3) Installaton of new engineered, rigid cable supported, metal awning canopy assemblies; (4) Lighting and electrical work (newltg. fixtures); (5) New wall and blade signage. 2. GENERAL: Verify all dimensions and existing motions at site prior to construction, In case of discrepancy, written dimensions will govern those measured diractly on Drawings. Changes, omissions or substitutions are rot permitted without written approval at the Architect. All wall angles shown on Plans to be 45 deg, unless ofhenvise noted on Drawings. Architectural Drawings do not apply to sfnrtcrral requirements of any ire-engineered building elements OR engineered structural components. Design loading per IBC 2015 edition, as spedfied in awning manufacturer's specifications, & as req'd by governing entitles. 3. GOVERNING CODES: At work described by these documents shall be performed in full accordance with all applicable codes, Including but not limited to the following codes: 2015 Intemationed Existing Building Code, 2015 International Fire Code, 2015 National Electrical Code, all as adopted by the City of Pasco. 4. OONTRACTOR'S RESPONSIBILITIES: Contractor shall review these plans thoroughly, mace a Mailed site visit, and shall immediately bring any iroorsistency, site layout problem, or any other request for clarification to the architect for resolution prior to the delivery of any bid. Failure to do so shat rause to Contractor to be ineligible for extras relating to such matters. Contractorshall co-ordinate with all trades to provide complete waling systems. Drawings of existing facilites are, in goal, diagrammatc. Exact locations steal be detannined by the Contractor from field measurements taken by Contractoes personnel. Actual arrangement of fm work shall tollow locations shown on the drawings whin the constraints of existing equipment and construction. Dimensions shat govern these dmwings and they we not to be owed. Drawing and notes to drawings are carelatve and have equal authority and priority. Should there be discrepancies in themselves or between them, Contractor shall base bid pricing on the most expensive combination of quality and/or quantity of the work indicated.. in I he event of discrepancies, the appropriate method of performing the work and/or items to be incorporated Into the scope of the work shall be determined by the Architect or Engineer. Contractor is responsible for the safety, actions and conduct of his employees and his subaontractore employees while in the pro]ect area, adjacent areas and in the building and Its vidnity. 5. WARRANTY: All workmanship, material, and equipment shall be guaranteed for are year from date of Owner acceptance. Any failure or deterioration within this period shall be corrected by the contractor at the contractees expense. B. SUBSTITUTIONS: Requests to substitute any product, technique, or material shat be submitted in writing to Architect for approval. Samples, product information, and drawings shall be required prior to substitution approval. Proposed substitution shall be of equal qualty and performance specificaton to that originally specified. 7. MANUFACTURER'S INSTALLATION INSTRUCTIONS: All matedals, finishes, manufactured items, and equipment shall be installed in full accordance with the supplier's or manufacturer's mitten recommendations or these documents, whichever is more stringent. 8. THIN MASONRY VENEER: Veneer Unit properties: Precast veneer units consisting of portend cement, lightweight aggregates, and mime oxide pigments. 1. Compressive Strength: ASTM C 192 and ASTM C 39, 5 sample average: greater than 1,800 psi (12AMPa). 2. Shear Bond: ASTM C 482: 50 psi. 3. Water Absorption: IBC Standard 15-5: Less then 22 percent 4. Freeze-Thaw Test: ASTM C 67: Less than 3 percent weight loss and no disintegration. 5. Thermal Resistance: ASTM C 177: 0.473 at 1.387 Inches thick. D. Moisture Barder: (ASTM D 226, Type 1, No. 15, nonix rtorated asphalt-sahrated felt paper) . E. Reintordrrg: [ASTM C 847, 2.:lbyd, galvanized expanded meta lath]; [ASTM C 847,3.41b galvanized W rb lath]; or [ASTM C 1032,18 gauge woven wire mesh] complying with code agency requirements for the type of substrate over which storm veneer is Installed. V Mortar: 1. Cement Arry cement complying with ASTM C 270. 2. Line: ASTM C 207. 3. Send: ASTM C 144, natural or manufactured send. 4. Color Pigment: ASTM C 979, mineral oxdde pigments. 5. Water: Potable. 8, Pre-Packaged Latex-Petard Cement Mortar. ANSI A118.4. G. Bonding Agent: Exterior Integral bonding agent meeting ASTM C 932. H. Sealer. Water based slake or slloxane masonry sealer I. Project Bidders to maintain a maximum allowance of $24/SF for material & labor. 9. STUCCO FINISH: New dastomeric coating over existing EIFS siding. Remove dirt, mildew, any loose send use partcularcae if power washing, to not force water Into joints and any cracks. power washing should be done with plain water without cleaner or bleach added. Use a quality acrylic or siiooniaed caulk to seal any cradcs and openings. Allow the caulk to dry over night, and make a second application if necessary. Apply a masonry primer for best results (sheen uniformity, mildew resistance). Then use either a top quality exterior 100% acrylic house paint or masonry paint in a flat or satin finish depending on appearance wanted; ora 10D% acrylic latex elastoneric wall ooaing, applied in two heavy coats. 10. METAL ROOFING: Provide and install min. 26-ga. ribbed metal awning roofing panels, complying with UL 2218, Class 4Impact Resistance, UL 790, pass A Fire Resistance Rating, and UL 560, Class 90 Wind Uplift Construction #161. Finish to be Kynar 5 DS resin based ocaing, colo as indicated in plans. 11. PAINTING: Materials for use with each paint system shall be compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other condions affecting performance of the Work. Comply with manufacture's written instruciohs and recommendations in "MPI Architectural Painting Specification Manual' applicable to substrates and paint systems Indcated. Remove hardware, covers, plates, and similar items already in place riot are removable and are not lobe painted. If removal is inpracUcal or impossible because of size o weight of item, provide surface -applied protection before surface prepaaion and painting. After oornpleflng paining operations, use workers skilled in the trades Involved to reinstall items that were removed. Remove surfaoe.applled protection If any. Apply points according to manufacturers written Instructions and recommendations In `MPI Architectural Painting Spedflcalbn Manuel." Apply paints to produce surface films without cloudriess, spotting, holidays, laps, brush marks, roller tracking, inns, sags, ropiness, or other surface irrperfactons. Cut in sharp lines and color bnealks. 12. METAL FLASHING: Prov1de22 gauge counter galvanized metal fleshing, wiffn hernmed drip lip at bottom, alongall hortrontal cuts in existing EIFS siding areas, where new canopy support frames are installed 13. SEALANTS: Provide exterior joint sealants by a single manufacturer, with application and use compliant with wok standards and mlgr's. recommendations. Prior to installingjoint sealants, field test adhesion tojoint substrates using ASTM C 11133 Method A or method recommended by manufacturer. Verify adhesion is adequate. Modify joint preparation recommendations for foiled joints and re -test. 14.SPECIALTY: Provide and install (2) Pass -fru (Drive -tip) window units wsithin existrg storefront panels, as shown on drawings, and in accordance with manufacturers requirements. units to be delivered fuly-assembled and ready to Install and include: • 114' clear tempered safety glass • Weather resistant and sealed to protect tum the elements • Dark bronze corrosion resistant material: anodized aluminum • Manual operation upon power failure • Maximum security hook -brit looks • ETL Listed. Size and We to be field verified prior to installation. 16LELECTRICAL• Any electrical wok to caehply with NEC regkdremens. Verity ail dmee�ons prior toinsfaiatiohs. t shall be Contractor's resporhsabdlity to coordinate proper light fixture types, receptacles and wiring between such with Lnan I nvv. uynung shmi ® imsus ec anc cruahec in oto accomance With the NH EC, WSEC arra NEC and by a licensed electrician. 2015 WSEC mandates that lighting for exterior applications other than emergency lighting that is Intended to be automatically off during building operation, lightrg medically required to meet heath and life safety requirements, or decorative gas lighting systems shell: 1. Be provided with a control that automatically turns of the lighting as a function of avatabte daylight 2. Where lighting the building fapade or landscape, the lighting shall have controls that automatically shut of the lighting as a funadon of dawrVdusk and a set opening and dosing time. 3. Where not covered In tem 2, the lighting shot have controls configured to automatically reduce the connected lighting power by at least 30 percent from no later than 12 midnight to 6 a.m. or from one hoer after business closing to one hour before business opening or during any period w tw no activity has been detected for a time of no loge than 16 minutes. Time switches shall be capable of retain programming and the time seting during loss of power for a period of at least 10 hoes. PROJECT DATA SCOPE OF WORK: Work to include, bud not be limited t041) Removal (as indicated in drawings) of existing siring madenals, to prepare for application of new thin masony veneer and new elestornenc EIFS finishes; {Installation of titin masonry "near siding; {3 Installation of new engineered, dGl d cable supported, metal owning compy assemblies; (4) Lighting and efectnoo work (new itg, fixtures); (5) Now wad and blade signage. ARCHITECT: TATE ARCHITECTURE Devi E. Tale 7815 W. River Blvd. Registration No. 5757 Pasco, WA 99301 (509) 542-8786 fax (509) 544-9483 e-mail: tatearchQchartetnet ZONE: C-2 OCCUPANCYICONSTRUCTION TYPE: M' (no change of Occupancy) TYPE VB Construction 1 -Story (Stuow Exterior Walls) APPLICABLE CODES: International Building Code, 2015 Edition • International Existing Building Code, 2015 Edition * International Fire Code, 2015 Edition • Uniform Plumbing Code, 2015 Edition • National Eleatical Code, 2014 Edition • Washington State Amendments to the building Codes WAC -Title 51-50 ICC/ANSI Al 17.1-2009 Amer. National Standard -Accessible & Usable Building Facilities GOVERNING AUTHORITY: City of Pasoo Planning Department: 1 (509) 5435739 525 N. Third Avenue, Pasco, WA 99301 Contact: Angle Pitman SPECIAL INSPECTIONS: ' Except as otherwise noted in Pians, no speed inspections wid be required for this Project, in a000rdmnce with IBC 2015, Chapter 17, Sectuin 1704, NO. ISHEET DESCRIPTION REVISED A01.1 FACADE UPGRADE PLAN• VICINITY MAP NOTES A02.1 ELEVATI • COLOR LEGEND A03.1 WALL SECTIONS, ISOMETRIC VIEW FACADE COLOR LEGEND 1. 6360 - FOLKSY GOLD 2. 7600 - BOLERO 3. BLANK (UNUSED) 4. BLANK (UNUSED) 5. BLANK (UNUSED) 6. 6351 -SWEET ORANGE 7. BLANK (UNUSED) 8. 7702 - SPICED CIDER 9. BLANK (UNUSED) 10.BLANK (UNUSED) 11. BLANK (UNUSED) 12.6615 - PEPPERY GENERAL FINISH NOTES: A. ALL COLOR REFERENCES ARE FROM SHERWIN WILLIAMS PALETTES ("SW B. CONTRACTOR TO PROVIDE MOCK UP PANEL FOR OWNR'S REVIEW AND APPROVAL PRIOR TO APPLICATIONS. DESCRIPTION The Halo Surface LED Downlight (SLD) incorporates WaveStream'" technology to create an ultra-low profile surface mounting luminaire with the performance and look of a traditional downlight. SLD6 is designed for installation in many 3-1/2" and 4" square, octagon or round junction boxes. And may also retrofit in 5" and 6" IC and Non -IC recessed housings." Suitable for residential or commercial installations. Ideal for closets, storage areas, attics and basements. Compliant with NFPA• 70, NEC- Section 410.16 (A)(3) and 410.16 (C)(5). Catalog k f Typo Proas ject Comments Date Prepared by a SPECIFICATION FEATURES CONSTRUCTION proper mounting in the WARRANTY • Die cast aluminum trim ring, and electrical junction box. Cooper Lighting provides a five die formed aluminum frame This includes all applicable year limited warranty on the OPTICS • WaveStream'" technology provides uniform luminance from a low profile flat lens • AccuAim"" optics provide directional control for the "cone -of -light" beam distribution of a traditional downlight. • Precision molded lens features high transmission polymer with UV stabilized protecting film DESfGNERTRIMS Accessories (sold separately) SLD designer trims are accessory rings that attach to the SLD for a permanent finish.* Refer to SLD accessories specification sheet for details. • White (Paintable) • Satin Nickel • Tuscan Bronze `SLD accessory trims attach with permanent adhesion and are not interchangeable after installation. ELECTRICAL JUNCTION BOX MOUNTING • SLD may be used in compatible electrical junction boxes in direct contact with insulation including spray foam insulation • Suitable for installation in many 3-1/2" and 4" square, octagon, and round electrical junction boxes Note: Driver consumes 3 cubic inches of junction box • Surface mounting in a fire -rated ceiling using an appropriate electrical box offers a cost- effective alternative to fire -rated recessed housings Note: Fire -rating is per the rating of the ceiling and applicable junction box, not the SLD. • Installer must ensure compatibility of fit, wiring and national and local electrical and SLD LED building codes. • Proprietary Slot -N -Lock quick installation system for junction box installation • Tbracket with Slot -N -Look mounting tabs included RECESSED HOUSING MOUNTING • May be installed in IC recessed housings in direct contact with insulation • Note: Not for use in recessed housings in direct contact with spray foam insulation. Refer to NEMA LSD 57-2013 Torsion Spring 5" & 6" • Optional precision formed torsion spring bracket kit is included • The torsion springs adjust on the frame to fit 5" or 6" compatible housings Friction Blade 5" & 6" • Optional precision formed friction blades included • For retrofit in 5" and 6" housings without torsion spring mounting tabs • Friction blade design allows the SLD to be installed in any position within the housing aperture (360 degrees) LED • Linear LED arrays are integrated in trim perimeter • ColorTemperature: 2700K, 3000K, 3500K,4000K • CRI options: 80 and 90 - 90 CRI can be used for CaliforniaTitle 24 compliance/ certified toTitle 20 - 80 CRI can be used to comply with CaliforniaTitle 24 Non - Residential Lighting Controls as a LED luminaire. LED CHROMATICITY • A tight chromaticity specification ensures LED color uniformity, sustainable Color Rendering Index (CRI) and Correlated ColorTemperature (CCT) over the useful life of the LED • LED chromaticity of 3 SDCM exceeds ENERGY STAR® color standards per ANSI. • 90 CRI model features high color performance with R9 greater than 50 • Every Halo LED is quality tested, measured, and serialized in a permanent record to register lumens, wattage, CRI and CCT. • Halo LED serialized testing and measurement ensures color and lumen consistency on a per-unit basis, and validates long-term product consistency overtime ELECTRICAL CONNECTIONS Junction Box • Compatible with 3-1/2" x 2" and 4" x 1-1/2" deep round, square and octagon boxes (2-1/8" deep boxes recommended) • Supply Wire Adapter with LED quick connector included Recessed Housings • LED connector is compatible with Halo 5" H550 Series and 6" H750 Series LED Housings • LED Connector meets California Title -24 high -efficacy luminaire standard as a non -screw base • The included E26 Edison screw -base adapter provides capability for retrofit • LED connector is a non- screwbase luminaire disconnect for tool -less installation as— lY E Refer. ENERGY STAB° Canned V,otluns GatCan Ee uaed tocomply what Cidifonsititle 24 No -no.,darolil "inning Castries moulrements as a LED Ememlre, IECC WSEC LIMs III Rehrw ENERGY Stoll'Cenifien ProtluM Liar. 1215 1000 Cen be used to comply with CaliforniaTitle 24 High EfNeery requiremems 120V 120V ,mmay to CaliforniaTitle 20 Appli me. Emcienry Database. 50/60 Hz 50/60 HE E:T•N Poyrebn9 Amos. a anmane SLD 1200 Series SLD6128xxWH 80CRI 2700K, 3000K, 3500K, and 4000K SLD6129xxWH 90CRI 2700K, 3000K, 3500K, and 4000K 61e Surface LED Downlight High Lumen 1200 Series Suitable for ceiling or wall electrical junction boxes Suitable for 5" Se 6" recessed housing retrofit 0C, Norl & AIR-TITET") ENERGY DATA NOMENCLATURE SLDQ]y$2QLWH 612 =6" SLD 1200 Series 8 =>80 CRI 30 =3000K WH = Matte White TD518010EN 8/07/2015 SDCRI III Lumens (4000K.Mals) 1215 1000 Input Vobge 120V 120V Frequency 50/60 Hz 50/60 HE Input Current 0.12A 0.12A Input Poem 10 W 14.8 W Efficiency (4000K meal 821mM' 681mAV THU s20% Power Factor z 0.90 T Ambient -30 -+40-C Sound Rating Clui NOMENCLATURE SLDQ]y$2QLWH 612 =6" SLD 1200 Series 8 =>80 CRI 30 =3000K WH = Matte White TD518010EN 8/07/2015 HALO LED DRIVER • Driver is a 120V input, high efficiency, dimmable electronic power supply providing DC power to the LED arrays • Driver features high power factor, low THD, and has integral thermal protection in the event of over temperature or internal failure • Driver is replaceable if it should be required DIMMING • Designed for continuous dimming capability to nominally 5% with many 120V Leading Edge (LE) and Trailing Edge (TE) phase control dimmers. Dimming to 5% is best assured using dimmers with low end trim adjustment. Consult dimmer manufacturer for compatibilityand conditions of use. (Note some dimmers require a neutral in the wallbox.) COMPLIANCE • cULus Listed ceiling and wall • cULus Damp Location listed ceiling and wall • cULus Wet Location Listed, ceiling only (shower rated) • Suitable for use in closets, compliant with NFPAOO 70, NECOO Section 410.16 (A)(3) and 410.16 (C)(5) • SLD may be used in compatible electrical junction boxes in direct contact with insulation including spray foam insulation • May be installed in IC recessed housings in direct contact with insulation (Not for use in recessed housings in direct contact with spray foam insulation. Refer to NEMA LSD 57-2013) • UL Classified when used in retrofit with listed housings (See Housing Compatibility) • EMI/RFI: meets FCC 47CFR Part 15 Class B limits, and is suitable for use in residential and commercial installations • Airtight certified per ASTM E283 (not exceeding 2.0 CFM under 57 Pascals pressure difference) • 90 CRI: Can be used to comply with CaliforniaTitle 24 High Efficacy requirements. Certified to CaliforniaTitle 20Appliance Efficiency Database. • 80 CRI: Can be used to comply with CaliforniaTitle 24 Non - Residential Lighting Controls requirements as a LED luminaire. • Can be used for International Energy Conservation Code (IECC) and Washington State Energy Code high efficiency luminaire compliance •ENERGY STAROO certified luminaire - consult ENERGY STAR® Certified Product List • Contains no mercury or lead and RoHS compliant. • Photometric testing in accordance with IES LM -79 • Lumen maintenance projections in accordance with IES LM -80 and TM -21 SLD612exxWN SLID 129xxWH SLD 1200 Series SLD6128xxWH 80CRI 2700K, 3000K, 3500K, and 4000K SLD6129xxWH 90CRI 2700K, 3000K, 3500K, and 4000K I 6" Surface LED DIMENSIONS Downlight .8" 7.79" [21.48mm1 1197.67mm1 a" 117.28mm] ORDERING INFORMATION SAMPLE NUMBER: SLD612927WH SLD6TRMSN Junction Box Installation: Oder junction box separately, as supplied by others, to complete installation. Recessed Installation: Order Halo recessed housing separately to complete installation. >A SLD612= 6" Surface LED DowntigM, 120V 1 M Series 6=60 CRI 9=90 CRI 27=2700K WH=White 30=3000K 35=35001 1 40=4000K ' High Lumen 1200 Series Suitable for ceiling or wall electrical junction boxes Suitable for 5" & 6" recessed housing retrofit (IC, Non -IC & AIR-11TETM) Designer Trims Fit over the SLD for a designer finish SLDSTRIlill SLD Satin Nickel SLOSTRMTB2=6" SLD Tuscan Bronze SLD6TRMWH=6" SLD White (penci le) i 'SLD accessorytrims attach with permanent adhesion and are not It IMerchargable atter Installation I J -Box Spacer Extension Ring Add 15/16" depth when SLD cli cannot fit irdo Installed junction box SLO M.6" suits. LED J -Box Extender 9.5" O.D, 1 RAD Adapters When junction box Is mounted flat on a ceiling or beam surtace (not recessed in telling) SLD6RAD=6" SLD Round Surface J -Boz Adapter, 7.92" O.D. (for 4-imh round or octagon Junction bows.) SLDBSADIsi SLD Square Surface J -Box Adapter Plate (For 4-inc1h square Junction boxes, use with SLDBRAD.) Spare Parts SLD6ACCI(1T=6" Accessory Parts Replacement KB - (Sciewbsse adapter, torsion springs, fiction blades) SLD6BRK1r=6" Junction Box Bracket & Screws RefuW SLD A=e66oH� specification sheet for further information FJi Amsrlrrp BarecaWed aid, HALO SLD612B..WH SLD 612axxWN HOUSING COMPATIBILITY The SLD6 is UL Listed in Halo and All -Pro recessed housings, and is UL Classified for use with M 5 or 6 inch diameter recessed housing constructed of steel or aluminum with an internal volume that exceeds 107.9 ins in addition to those noted below. Note: Some other's housings require installation with included friction clips. Compatible Halo LED Housings with LED luminaire connector (high -efficacy compliant) HALO Recessed Can Size Catalog Number 511 H5501CAT, H55ORIGAT LED 611 H7501CAT, H750RICAT, H750T, H750TCP, H27501CAT Halo LED Retrofit Enclosures HALO 1 611 ML7BXRFK, ML7E26RFK Compatible Halo Incandescent E26 Screwbase Housings HALO 511 1151CAT, HSRICAT, HST, MR, HSTM, H251CAT 11 6 H71CAT, WRICAT, H71CT, H7RICT, H7ICATNB, H7ICTNB, H7T, H7RT, H7TNB, H7TCP, H7UICT, H7UICAT, H271CAT, H27RICAT, 11271CT, H27RICT, H27T, H27RT Compatible All -Pro Incandescent E26 Screwbase Housings 511 E1500AT, E1500RAT, ET500, ET50OR ALL -PRO 11 6 E1700AT, E1700RAT, E1700, E1700R, E170CATNB, E1700NB, E17000, E17000AT, ET700, ET700R, E12700AT, E12700, E12700R, ET2700, ET270OR E:T•N Fmrorinyausmeu WnrMx4de COMPATIBLE WITH EATON'S CROUSE -HINDS JUNCTION BOXES TP316 for non-metallic cable 4"x 4"x 2-1/8" (102mm x 102mm x 54mm) TP317 for metal clad cable 4"x 4" x 2-118" (102mm x 102mm x 54mm) COMPATIBLE WITH MANY OTHER JUNCTION BOXES' e LD6128xxWH SLD612 sxxwH • TP316 - for non-metallic cable • TP317 - for metal clad cable • UL Listed • Suitable for two-hour fire -rated ANSVUL 263 when property installed in a fire -rated ceiling or wall • Refer to www.crouse-hinds.com P. S �. fvyy •J�! J 4" octagon light fixture/fan 4" octagon steel box 4" square deep steel box 4• square standard steel box 4" x 4" x 1-1/2" 4" x 4" x 2-1/8" steel box 4"x4"x2-1/8" (102mm x 102mm x 38mm) (102mm x 102mm x 54mm) 4"x4"x1-1/2" (102mm x 102mm x 54mm) (102mm x 102mm x 38mm) 4" round new work 3-1/2" round new work 3-1/2" round old work 4" round surface mount box non-metallic light fixture/ non-metallic ceiling box non-metallic box 4" diameter x 1-1/2" fan box 3-1/2" diameter x 2-3/4" 4-1/4" O.D. flange, 3-1/2" I.D. x 2-5/8" (102mm x 38mm) 4" diameter x 2-3/16" (89mm x 70mm) (108mm O.D., 89mm I.D. x 67mm) Requires SLD6RAD adapter (102mm x 56mm) 4" round new work non-metallic box with hanger bar assembly 4" diameter x 2-3/16" (102mm x 56mm) Surface mounting in a fire -rated ceiling using an appropriate electrical box offers a cost-effective alternative to fire -rated recessed housings. Note: Fire -rating is per the rating of the ceiling and applicable junction box, not the SLD. "This Is a representative list of compatible junction boxes only. Information contained in this literature about other manufacturers' products is from published information made available by the manufacturer and is deemed to be reliable, but has not been verified. Eaton makes no specific recommendation on product selection and there are no warranties of performance or compatibility implied. Installer must determine that site conditions are suitable to allow proper installation of the SLD mounting bracket in the box. FT•N Pwe rirp eiuirev WorMWLe HALO UCT DATA SLD6128xxWH $LID 29..WH SLD612827WH 80 2700 1100 14.8 74 SLD612830WH 80 3000 1150 14.8 78 SLD612835WH 80 3500 1200 14.8 81 SLD612840WH 80 4000 1215 14.8 82 SLD612927WH 92 2700 880 14.8 59 SLD612930WH 92 1 3000 925 14.8 63 SLD612935WH 92 3500 965 14.8 65 SL0612940WH 92 4000 1 1000 14.8 68 Performance values are presented as typical for the modells) indicated. Field results may vary. LIGHTING FACTS• SLD612827WH-80 CRI 111 612830WH-80 CRI SLD612835WH - 80 CRI SLD612840WH-80 CRI f1g, itin-g facts, 1.gmoumre aammal ww t.,,.re ww.x anu. y1 n AaA 7432 ded"—e: K, a, <reMrew. w.a IS4C..YI 99M.N d lighting facts LgMOulprelLunw,.1 w.m ns Pre w.nn:rM yl n ,490 ».] ded"—e: K, n <reMrew. w.a IS4C..YI 99M.N d 92 ...VMM+..r.brwrw.r sr. ligtitirig facts° lWMauyat M1uwxwl wren Lwre.ew w.0 larnl 1509 aim cue e, <reMrew. w.a IS4C..YI 99M.N ..x,�•.e"Y..w 92 ...VMM+..r.brwrw.r sr. SLD612927WH - 90 CRI SLD612930WH - 90 CRI 8L0612939WH-90 CRI `' igfibig facts° u.n Drew, Game+U aa9 ww 92 <reMrew. w.a IS4C..YI 99M.N ..x,�•.e"Y..w 92 ...VMM+..r.brwrw.r sr. r,....wnp.u..nrruv...n.x swn. 119litl6g facts I1pMOMW1Qn.l.n., w.ro YnwprW+uUbgl ers ,4a a2A o-CO'x' ,ay 92 ...VMM+..r.brwrw.r sr. Eaton 1121 Highedd, W South N PeeMVee Cit,6 302W Silecihostiona and P'. 770L8"800 Eimenaiwu a.bi. to PaxaWBuurea Wdaiti w erton.cd ighting change without notice. 1gfitnig facts° LglnoWw49nw.wl wren aunw,v W.M Rww..N MS M 9 a63 �+ 82 ...AWrey,m�.rrw✓wvar lighting facts 1pM0elW0.emnq MIS w.m 14.e t+ww,.e.W.v� N" �sar SLD612MOWH - 90 CRI M fig6tmg facts, amnoumw0aawn.l ,900 wmwm..• wn larouepl 9t 3] uw4��w]ia. 92 added ...MMwswrwwu...s ww. ERE,? L PROJECT: PSK Facade Remodel Catalog #: 3100-121-40-120V-xwfl-BZ Type: 'WP' Date: 10/13/17 Prepared By: D. Tate 4- 4.5" 4"4.5" 4„ Tessera 31 DOLED wall Mount Lighting MODEL LED MODULE COLOR TEMPERATURE VOLT DISTRIBUTION 3100 12L 40' 4000K 120' SP 12191umenss1ts' surface wiring BT black texture 9L eso a s(1s 35 3500K 208 FL I. 30 3000K 240 WFL 94' very wide flood 27 2700K 277 VWFL NAT natatorium pencil beam PB INTERIOR/EXTERIOR OPTIONS COLOR 19' spot 90 90 CRI WT white texture 30" Flood SC surface wiring BT black texture box 45' wide flood SM silver metallic DIM dimming (0-10V) 94' very wide flood AN aluminum natural NAT natatorium pencil beam construction BZ bronze WP(_") wall plate GM gunmetal (specify 6, 8 or 10") WS white satin BM black matte RAL specify no. 'Standard configuration unless otherwise specked 'Nominal LED Power 'Delivered lumens (4000K, 80CR1), does not apply to PB distribution. SAMPLE CATALOG NUMBER: 3100 - 12L - 40 - 120 - SP - WT Using this catalog number would order 1 model 3100 wall mount luminaire using spot optics and a 12 watt LED module with a color temperature of 4000K wired to 120 volts, painted white texture polyester powder coat. CONSTRUCTION MOUNTING Materials All aluminum construction, stainless steel tamper resistant hardware, acrylic lens. Electrical Components Constant current driver 350mA or 250mA, -30°C starting temperature, Luxeon COB LED with Zhaga compliant socket, 80 CRI standard. Optional dimming driver compatible with IEC60929:2006 0-10V ballast controls. The 310OLED series is designed for wall mounting. The design allows for mounting In the uptight or downlight position. The LED driver is integrally fixed to a mounting plate and designed to fn into a 4" octagon j -box (by others). The LED driver supplied with the future uses 4.5 cubic inches of J -Box volume. Suitable J -Box examples are 15 cubic Inch capacity Iberville 1004, 1504, 54151 or 55151 (not included). Optional surface wiring box suitable for 112' conduit feed. Optional wall plate available to cover mounting surface, 6, 8 or 10" square. Maximum fixture weight 4 lbs. www.rebellelighting.mm 02017REBELLE Allrightsreserved. R17 Specigwgonssubledtochangewithoutnotice. OPTICAL The 310OLED luminaire uses Chip -on -Board technology with Zhaga Book 3 compliant socket, field changeable high efficiency twist lock reflector and clear acrylic lens. The pencil beam distribution option uses Chip -on -Board technology with a proprietary magnifier lens. PROTECTION The 310OLED series is listed for use in wet locations to UL and CSA Standards. Reported L70 (10k) >55,000 hours per TM -21. Calculated L70 >100,000 hours at 45°C ambient. IP65 rated. REBELLE A R C H I T E C T U R A L L 1 e H T 1 N e Top Plate Plate Extruded Aluminum Housing 6063 T5 Aluminum Alloy, high corrosion resistance and low copper content (,0.1%) Luxeon COB LED with Zhaga Book 3 Compliant Socket Twist Lock Reflector Machined Aluminum Lens Fame with Clear Acrylic Lens Driver (not shown)constant current, 350MA or 250mA. 120-277V Output Over -Voltage, Output Over -Current and Output Short Circuit Protection with Auto Recovery All stainless steel hardware Tessera 310OLED 'Based on 3100-12L Product CCT CRI Delivered Lumens Nominal LED Power System Power Lumens per Watt* 3100-12L 4000 80 1219+ 12 watts 13.63 watts 89.4 3100-91. 4000 80 930+ 9 watts 9.64 watts 96.5 Lumen Multipliers 3500K-0.962 3000K-0.944 2700K-0.923 90 CRI -0.842 'Based on system power +Not applicable with PB optic w mbellelighgng.com © 2017 REBELLE All rights reserved. R17 Specifications subject to change without notice. INSIGHT SHAPING THE EXPERIENCE OF LIGHT OPTICS LED COLOR/CCT CYNDER EXTERIOR ARCHITECTURAL DOWNLIGHT & UPLIGHT WHITE LIGHT PROJECT: PSK Facade Remodel Catalog #: CYNE/21/30K/75/WMD/INTI/NO/TBR/CRF Type: 'WP' Date: 10/13/17 Prepared By: D. Tate wI Wall, Upli Ceiling 20° 40° 75° 2700K 3000K 3500K 4000K J i � t 100° ASYMMETRIC COMING SOON CRI 80 CRI IS STANDARD OPTIONAL 904 CRI PERFORMANCE 4000K, BO CRI 125° C AMBIENT) LUMENS 9 EFFICACY WATTAGE LUMENS EFFICACY(InVM 7W 820 Inn 12201m/W IOW 11501. 11701./W 14W 16001. UL01./W 21W 21001. 10401./W LUMEN MAINTENANCE L70 AT 25° C, MINIMUM 84,000 HOURS ELECTRICAL POWER SUPPLY INTEGRAL WITHIN THE FIXTURE HOUSING INPUT VOLTAGE 120V OR 277V AMBIENT TEMPERATURE -30' TO 45-C CONTROLS DIMMING OPTIONALO-10V DIMMING DMX DMX READY PHYSICAL HOUSING EXTRUDED ALUMINUM HOUSING, POWDER -COATED PAINTED SEMI -GLOSS FINISH LENS TEMPERED GLASS WEIGHT 11° FIXTURE ONLY 7LBS (3.2 kgj 16" FIXTURE ONLY 14 LBS j6 4 V CERTIFICATION ETL/CETL APPROVED FOR WET LOCATIONS _ O. RCHS yj_. ntuxi .aoq IrWFk WARRANTY 5YEAR LIMITED Lumen measurement raved m accondancewith IES LM -79-08' Insight lighting. Specifications are subject to change WILL notice. CYNE - WHITE LIGHT 4341 Fulcrum Way NE, Rio Rancho, NM 87144 Rev. 07/27/17 Tel 5053450688/Websitewww.insightlighting.com Page 1 of 3 INSIGHT SHAPING THE EXPERIENCE OF LIGHT CYNDER EXTERIOR ARCHITECTURAL DOWNLIGHT & UPLIGHT WHITE LIGHT ORDERING INFORMATION UP LIGHT OR DOWN LIGHT PREFIX WATTAGE IED OPTICS MOUNTING VOLTAGE CONTROL FINISH OPTIONS COLOR/CCT OPTIONS CYNE 7 27K 20° CMD- Ceiling, Downliglt INTI=120V NG=Nodimming TW=Texhed Wfiue H=High CRI, 90+ 10 30K 40° TBL=Texured Blick CYNDER 11 26K 76° WMD = Wall, Downlight IIIDMA=(M0Vdimming TN=hxmdNaNmI CRF=Corrosion EXTERIOR 110%) Resistam Finish SERIES 21 40K 100- WMU=Wall, Uptight Dimming conhols TBR -Tortured Branco ASY are rerequired, Order 9 TLB-Te'mned Lig93roxoe CRFd recommended for ASV-Abuhosi separately. TS=Te+mtosrr os'tore coaoaornrioreme Dhntbutim CC=Custom Cokx° exterior environments COMINGSOON oContatl factory for custom colors. Additional charges wall apply. ORDERING EXAMPLE CYNE/21 / 27K/ 100-/ WMD / INTI / NO / BL/ H -- - UPLIGHT $ DOWNLIGHT PREFIX .-. E WATTAGE LED -- OPTICS --- ----v. MOUNTING --. _... VOLTAGE CONTROL OPTIONS FINISH OPTIONS II, COLOR/CCT GYNE UP !DOWN UP IDOWNi UP jDOWN;WMR=VJotl,Uplght&Dovmkgh INTI -120V NO-Nodimming TW-TexMed Vvfiae H - High CRI, 90, LIGHT . LIGHT LIGHT i LIGHT j LIGHT! LIGHT T%-Teeured Bkrk -- 7 7 27K R7K j� _ NI° " 20 f CYNDER EXTERIOR N U -277V DIM=0.10Vdimming 110%1 TN=Toaumd Nonwd CRF=Corrosion Resismm Finish SERIES 10 10 30K 30K 40' 1 4p• Dimmingcomols TBR=Tsured B.. 14 14 36K 35K 76° 76° are required. Order TLB-Tedmed L'gH&oroe CRF is recommended for 21 21 40K 40K 100° 100° seporately TS -Textured Sadenne coastalorexhemeex- ASY ASY CC -Gunton Color °. lerior environments ASY -Asymmetric °Contact factory for Danbwton custom colors. COMINGSOON Additlonal charges will apply, You most select Upllght & Dowalight wattage, LED Calor/CCT & Optics. See ordering example below. ORDERING EXAMPLE FOR UPLIGHT & DOWILGHT. CYNE/ 14-21 /35K -35K/40° -10D° / WM2/INT2/ DIM/TBL STANOW EXlEIIOR FINISHES TEXTURED WHITE TEXTURED BLACK TEXTURED BRONZE TEXTURED LIGHT TEXTURED NATURAL TEXTURED SANDSTONE BRONZE Insighl Lighting. Specifications are subject to change without notice. CYNE - WHITE LIGHT 4341 Fulcrum Way NE, Rio Rancho, NM 87144 Rev07/27/17 Tel: 505.345.0888/Websitew insightlighing.com Page 2013 INSIGHT SHAPING THE EXPERIENCE OF LIGHT WMU, WMD - WALL, UPLIGHT OR DOWNLIGHT (4)19 281 THRU CSK MOUNTING HOLES 4' O51M' a rz' 139' 2112' CMD - CEILING MOUNT, DOWNLIGHT M%BMACKE -or CANOPY CYNDER EXTERIOR ARCHITECTURAL DOWNLIGHT & UPLIGHT WHITE LIGHT WM12 - WALL, UPLIGHT & DOWNLIGHT 2111 IRUCSK 117:3W - 91M' HOLES Insight Lighting. Specifications are svbjecl to change wahoat notice. CYNE - WHITE LIGHT 4341 Fulcrum Way NE, Rio Rancho, NM 87144 Rev. 07/27/17 Tel: 505.345.0888 / Website www.insightlighting.com Page 3 of 3 paint texture example PAINT main building: — dark orange with light orange texture columns: orange and yellow texture trim: dark brown trim CANOPY / LIGHTING: hanger rod metal canopy Outdoor accent latern bronze baked enamal internal sloped corrugated with channel gutter Light type example: Hinkley Lighting KORE, bronze shiplap wood siding example SIGNAGE: storefront fascai sign base: dark brown met Raised metal letters: "Specialty": red "KITCHEN": white option: lighting projecting sign: hung from canopy or attached to wood panel bottom of sign: 8' min. above sidewalk max. projection from builing: 4' internally lit or accent lighting shiplap wood siding with information display board remove blinds and posters dark brown or charcoal gray window frames window glazing PASCO SPECIALTY KITCHEN facade impr®vment design guide Projection sign example Signage material and color example ARCHITECTURE raised motif match depth and shape of south facade 8/28/2017 limited b, (t) Removal (as bmcated in drawings) of All siding masonry veneer and new etas magus EIFS finishes; awning canopy assemblies: 2. GENERAL: Verily AN dimensions and existing conditions at site paorto constrai Incaseofdiscrepaa i, wMten dimensions wdl govern those measured directly on Drawings. Changes, omissions or suWkutbm are not permiMd wisoul written approval of the Architect. All and angles shown on Plans in be 45 deg. untass oPerwise noted on DrnAngs. ArcNlecWral DmAAj M Ad appy to stratculal requirements of any pre-engineered buiMing alemenb OR engineered Mroclu ll components. Design loading per IBC 2015 edition, as specified in a'. g manufacturers specifications, 8 As Ali by goveming entNes. 3. GOVERNING CODES: All work described by Mese documents shall be performed in Poll accordance with all applicable codes, inclWing but nW limited to Me following codes: 20151ntemabserol Existing Building Coale, 2015 International Fire Cade, 2015 National Electrical Code, ON as adopted by the City of Pascal. 4, CONTRACTOR'S RESPONSIBILITIES: Con mr sHall review Mese pans thoroughly. make a deladea site visit, and shall immediately bring any inconsistency, site layout Problem, or any oust request for clarification W Me arcMlect for resolnam prior to the delivery of any bid Found to do so shell cause Me Contlabor to be vleNgible ler exams relating to such matters. Contractor One"berandneje w to eN trades to pi complete vmMlng systems. Drawings of Abating facilities are, n general, diagramrich. Exact locations shell be delearined by the Coduchi from field measurement, taken by Contractus personnel. Actual arrangement of the work shah fellow locations Shown on the drevnngs of tin Me am iMs of existing equlcrnent and construction. Dimensions Shell govern Mess drawips anti they are not to be scaled. Drawing and notes to drawings are boralative and have equal Sullenly and priority. Should Mer¢ be dancepaaies in themselves or between them, Contractor A M1 base bid pricip on Me most expensive combination of quality andker quantity of the work indicated. In the event of discrepancies, the appropriate method of PodoaMng Me wont anclor items to be recommended Into Me scope of the work shall be determined by the Architect or Engbeer. Contractor is naponsible ler Me safety, actions and duM of his employees and his subcontractors'employees while in the project area, adjacent areas and In the building and its Mclnly. 5. WARRANT All workmanship, material, aro equipment shell be guaranteed for ane year from data M Owner acceptance. Any failure or deterioration wegln this period shall be convicted by this mntmdor at Me contractors eRequests to 6. SUBSTITUTIONSaYW. Samples subaOWaAny pron.add technique, or material shall beriorW SetllnwMingto ArcM1hetl falrapproval. Semgn, product inrorma0on, ant @awinoa afuaN be recurred onorro aubstBNion enomvaL Z� FACADE UPGRADE WALL PLAN d Is lei egwi Wa^ry unu ....As.smuon m man olgnrany aPmc n id. Iso si -� ]. MANUFACTURER'S INSTALLATION INSTRUCTIONS: NI de ladak, finishes, manufactured items, and equipment Shall be Installed in NII accordance with Me wppiera w manufacturers writlen recommendations or Mese 8. THIN MASONRY VENEER: Veneer Unit propeNes: Precast veneer units according of poMand cement. Iisab egM aggregates, ono minerdl oxide pigments. 1. Compressive Strength: ASTM C 192 AM ASTM C 39, 5 Georgie average: greeter than 1,800 psi (12AMPM. 2. Shear BOM: ASTM C 482: 50 pal. 3. Water Absorption: iBC SandaM 155: Less than 22 percent 46, Type 1, No. 15, nangermose a dsphalt-saturated felt paper]. l.5byd. galvanized expanded metal lath]: [ASTM C Mr. SAM gaNanizea 318' an woven wire mesh) complying with code agency repuirements for the type of is Installed. Mg with ASTM C 270. Ormuchuffincoured sena. Ineml oxide p,.am., G. Burning Agent Extenor rtegml somip pant meeting ASTM C 932. H. Sealer Water based All Or SHo emasony sealer 1. Propel Bidders a member a maumum allowance of$24BF far material d labor. 8. STUCCO FINISH: New eImMdAACv boating over existing EIFS siding. Remains did, miltlew, any boss sand use Particular care H power washing, to not force water into pines and any clacks. power washing should be done with plan water wised banner or bleach added. USA a quality aupic or silbon¢ed caulk to seal Any cracka and openips. Allow se caulk to My over night. AM make a warand application H necessary. Appy a masalnry primer for best All (sheen ulNbrmity, miMaw Assistance). Then use either a top quality extenar too%acMb house paid or masonry paint n a fiat or satin fini91 depeMmg on appearance wanted; or a too%acMic NASA elastomeric wall Existing, applied in two h W coax. 1DMETAL ROOFING: Provide and install min. 21 ahead meal awning =fine panels, complying with UL 2218, Class 4 ]mixed Resistance, UL TED Class A Fire Resistance Rating, and UL AM. Class 90 Wrnd Uplift Construction #161. Finish to be Kynar 500® resin based boating, color as indicated in plans. 11.PAINTING: MAenalsler use All each paint system shall they compatible with one another ant subntrales indicated under conditions of service and application as demonstrated by manufacturer. based on testip and field experience. Examine substrates ant MMitbns, who Applicator present, for compliance with andamemi m mWabre eantenl and Other conditions affecting performance of Me Work. Comply with manufacturers wntsn inwc ns and recommendatiorn in -MPI Architectural Painting Specification Manual' applicable b substrates and paint systems indicated. Remove hardware. covers, pale, ant similar items Aready In place sal rmovers and azo not a be painted. a removal is imprecYnl ler impossMle because A Size AT weight A item. provMe sursce pjfi ietl projection before suchen preparatim ant painting. After completing palnWg operations. use workers skilled in Me trades invakred to mantaN Nems sA were removed. Remove surfacerappied protMien Wary. Apply paints dace ing to manufacturers armed instructions and recommendations in -MPI Amoitecheral Painting Specucallon Manual.' Appy paints to promrce su ays firma wdlroul cloudiness, apoang, holidays, laps, bush marks, Miler backing, urns, saga, rapine , wofher surface imperfeceons. Cd in sharp linea ant Color banks. 12.METALFLASHING: Provos 22 gauge munWrgaNanized metal Bashing, wffb hemmed dip lip at Wdom, along all b nOl cars in evening EIFS siding areas, where new canopy suppon frames are installed 13.SEALANTS: Provide exlenarjolM sealan6 by a single manufacturer, suis applicabon and sae compliant All work standards and mfgrs. recommendations. Prior to notalllp joint sod W, field test adhesion to pint substrates using ASTM C 1193 Method A" method recommSMed by manufacturer. Vent' adhesion Is adequate, Modify loin( preparation mwmmendabonsW fait, Mna aM re-18sL 14.SPEDIALTY: Provide and install (2) Pose -Unna (Dneeup) window units wsimin exiMip storefront Panels, as shown onhawin9s.aMinac MarlcewlMmanu%MmrsrequimmeAS Urettobedeliveredlully-assembledand madytp install and inaude: 114' clear tempered safety glass - Weather resissM and sealed b protect from Me Aemems Dark bronze borrostm resident material: anodaM aluminum - Manual alpemibn upon power failure Maximum Security hook bola btu ETL Listed. Slee and type to be field ve prior IS insslbibn. 1EELECTRICAL: Airy electrical work to comply suis NEC requiremeMs. Verify all dimensions prior W installations. N shall be Conkabors impeccability IS coon imam proper light fixture types, reinsta l add wiring between much with Bear, ..It and, aINog vocome, 16. LIGHTING: Lighting Shap be Msalletl and, enraged in fail acbooanee with Me NREC, WSEC and NEC and by a licensed electrician. VICINITY MAP -f Al N.T.S./ m AxxllEcnANAL INPNpoa NFnea peMWen � eeeLLT laY 2 b en AiW.M. OM lm� S 3 .a A, way, WMs. LIv Q WIn9 eMMA A qA beseen on Ae JewW W. AB. Man campt IW Fallen armada Ms IIvc va' oMGMonUnee BM Memnbuou llM tOG ELMiT MM1s SCOPE OF WORK: Semi incudo, bel nal be IImHed to. (t) Removal (As indicated n drawings) of existing sklirg materials, to prspam for applicafion A new Min masonry veneer and new elastomero EIFS finishes, �211 IreaWlbn of Min ..q veneer Sltlllrgg 3)lnetaeatbn Of new engineered, rigid tabu sugpalrlel metal awMp campy s blies: (4) Ughting and electrical wok (new Ig. fixtures); (5) New wall anti blade sgnage. ARCHITECT: ABREVIATIONS TATE ARCHITECTURE Devi E. Tate nFart view AiFuresood Pasco, WA 99301 FTi..r PLAN -&..a As. •gemrort NBR.•Fumna P,T.- Pressure Trained MCH-nompown nor.-ana. R=Poxr SLOG - Bultllrg AaRxG4.-.-eBin GA. -Gape N..-(AbonM REINF.-RenlraenmeM rn. -sam GEN. -Gli. Ro.F.Re,h Opman BOT. -unlye L.-4Nss oe .-Said Lme aang As S- Square Fret BSM].-9azemM 4We•Gyqum ephy. SHEATH.. SheANng ces.-cepet 6ve.. Gypsum GIM. - Sl. C.O.-orm 8a H.S.•Hosw alb SEI. - Soups CLE.. Cem, NO.•Hassup STD. •Spread rot-Cdumn M mei STL - Steel OM.. Cwae .1 .11, HOS¢.-W,ieanul M.. Mat, srCa.=smr.ge L. Cd Lead Cord AYt.-Iripeon SUSP,- storaged . W •rvn MTER.-IntOmweMe ] - Tread .-root JAN. jaritw T&G -Tmgue 86oave fin. toper, IST. -Joist T.O.. Tap Of DIV.•Eleratlon ..-LarAm, U.O.N.-Wass otheneye ErA-. w°sue L.L. -Lire Load Noted E. MASON. -Masonry Try. m T'i al 1.111 F11RT. •EEce IUTL-Wterul YOT -V�nYl CompodL Ttl SO., aledw FD.•Fbor, ped MFCR-Manufacturer VCT-AnilNieres Fly. -Fmuh MTO._Mwntedre w.e.-walw LbS¢t HxL-Fhry HTL-MAN Am. Ali Fn.. FLror H.,. My, ro Spin, WLVD. - window Ful, - Fou Of SUN OPEN'G.- Opening W.H. - Wider Heater FA - Flew Sink FL -Prete Ali 'with SCOPE OF WORK: Semi incudo, bel nal be IImHed to. (t) Removal (As indicated n drawings) of existing sklirg materials, to prspam for applicafion A new Min masonry veneer and new elastomero EIFS finishes, �211 IreaWlbn of Min ..q veneer Sltlllrgg 3)lnetaeatbn Of new engineered, rigid tabu sugpalrlel metal awMp campy s blies: (4) Ughting and electrical wok (new Ig. fixtures); (5) New wall anti blade sgnage. ARCHITECT: REVISED TATE ARCHITECTURE Devi E. Tate 7815 W. River Blvd. Registration No. S]57 Pasco, WA 99301 (509)542-8]86 fax: (509) 544-9483 e-mail: tatearoh@Chartecnet ZONE: C-2 OCCUPANCY/CONSTRUCTION TYPE: 'M' (Ito change of Occupancy) TYPE VB Construction 1 -Story, (Stucco Exterior Walls) APPLICABLE CODES: International Building Code, 2015 ECRion e International Existing Building Cade, 2015 Edition e International Fire Code, 2015 Edition Uniform Plumbing Code 2015 Edition NationalElectricalStater Code, menI Edition Washington Stale AmelMmens to the building codes WAC -Title 51-50 ICC/ANSI Al -2008 Amer. National Standard -Accessible 8 Usable Buildinging Facilities GOVERNING AUTHORITY: City of Pasco Planning Depalbnent: 1 (509) 543-5739 525 N. Third Avenue, Pasco, WA 99301 Correct: Angie Pitman SPECIAL INSPECTIONS: • Except as otherwise noted in Plans, no special InsPoetions we An required for this Put in accordance with IBC 2015, Chapter 17. Sectum 17N NO. SHEET DESCRIPTION REVISED A01.1 FACADE UPGRADE PLANVICINITY MAP' NOTES A02.1 ELINATINJINS, COLOR LEGEND A03.1 WALL SECTIONS' ISOMETRIC VIEW PROJECT DATA I-- As Shown I A-01.1 — of THREE SHEETS SW2 SM LSrG urn¢R rm LeTterz bacwxb) vtRfr Kewwxmemnrw vz cruwc _ Tm TRIP sux lobos Lw/owueel SWB SWB SWB SWB SW12 SW12 SWt2 d SW12 mmmmmrmm ' LmmlemTlw vN Sp''rw NJa�rc� TO RGWN ND 6 SW1 '�T SWt --:6W1 SW1 aI �SWt nNsx T SW1 �ze ' .. �GNL 51P-CRi eSNTGIPd. I . �__ __ L✓N LPY X4NX OOMN.i.IM NP) -WEHNP MNNTNN 5dA 4Rr411i TAR Yu[S Ifv.STWb N0R12 SW / [PS WILYX 5) fwG[Si[6 O �XINR ev5) m IyST STCRyRouiSVZWb(aETNp FACADE COI.(IR IEGFND m - 4 1. 6360 -FOLKSY GOLD - \ [ 2 7600 -BOLERO c 3. BLANK (UNUSED) SW1 4 4. BLANK (UNUSED) 5. BLANK (UNUSED) o 6.6351 -SWEET ORANGE e C 7. BLANK (UNUSED) 8.7702 -SPICED CIDER Y F SW1 9. BLANK (UNUSED) 99 ! z SWi WISLANK(UNUSED) THIN MASONRY VENEERSW 12 SW 12 TNIN MASONRY VENEER SW12 THIN MASONRY VENEER 11.BIANK(UNUSED) 12.6615 -PEPPERY E see awWCR ra3 ca. GENERAi FINISH NOTES oR AD'W UaCM rK[4P WNY). A1'. ZAM VRW SgrIT} WSTOLID "TRW CWSr STLRPRPR A NL COLOR REFERENCESARE FROM a °c 61NWi 1,WE. SHEMIN WILLINAS PALETTES rSWI B. CONTPACT°RTOPROVIDEMOCKHP } g s EAST (FRONT) FACADE UPGRADE ELEVATION PRIER FDROWNR IOWS.EW N° PPRW PRIOR TO PPPLICATIONS. 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W MSNIUG (ROV¢ WIR9![c,wWP cR MIssINGI emTess ro�X drew mw. i9ceRreN51@—� / C%51 er5 SRXS -ib RNGV[ N[W ENSTW[RC wPTN6nMSX w cN+ory WIe s�rrcRr e9ancxeax - wsTe XuoeR — emm5srm lwld 6P rCw ENY.{�' RYA CYML 5 V PLRr — [mrYY taYF VCN®[ 5129rPJ,R �e%I6T. er5 PO0.N 9nlf! TR11MWs �N[W 9� PWUM6 V.VC{YSWGRI OV[ [WiT CS (OIN rye9H. Rw PSD SA9[M51R�b. SOLFR zw.xr %6w RAYD K}N. q'1N6-WN VMS 9IRC C�x bnNLTI1RYNL. n4 91PM18R'S PEOMS BWX R[(iVTS. Y S RCPGTKW WALL SECTION / NL xW9[OJNH LYMIIII[nFe FACADE ISOMETRIC -KW TN'N .1 MHeeR 1.'. e%5T. V SPIW) [Lsi V5r90M 5nYC9 UA Tb a4uK uew 6wsT91�Gfe PNXi nuISX (see aEvnroxsl G%K1Rlb[PrtM 91[4 Wbt nARS[ sGN .ST i. b' W 9n9 WN1 rRNwXb� Sol, l/4"=1 0- - . - — [XKTN6bRGF VCidL! 9WiiRI.i[ 1 PLYW➢. 91lATXIN6 WG% [YISi. V5 f9Aw 9}YwOTRM Mlgi ew 51PL. nWNW' W'MV 91RPRi Y[ [✓JST V5 fOPN rNUSN, NO fLN}IN. Mx M9Wub SLeR[R RW NA sWAN} GR RWE®M[iK ro-wa V4L 5 VRe m�GNIT'RAR[ FSRR SRebI.rtS 1----- �N.[M'C{YSCTTUYLgNGrVM6R1 "-- rR�. D � Y9KIJW A9 RR CpNGfY Ms. L Srtc wwrtnX Kw TII MI.90NRV W![R-R va / 9 HlRW L9[NAH} emlWb CPS PM9n n9 R[bb fGR IiM. J rMlR ATKI.nW4 Y IN9TNL M RR FT(R. RPCCMA[W.MN9 n WALL SECTION � s<a1<: 314•=Iw^ 2005 FACADE REMODEL (ORIG. BLDG) PHOTOS emT swr e.nv L<r"eRnxc emn+G rtoa s1R.crvRe EYJST LY i'. 1t9. TN P.An CAST K9 9M WNI IRMM6— [qsi. MD RUI®NVR.Z P.Y5nNG 5rLRPRM}MNWW INTERIOR [W TMN I.1 VCxEE[. RUtOJ[ ASnW Efs IWSN ns RMbrce L KIIlR A^R YAMxs Y wsGNt As rG¢ ITS RSLMnExopiMus (lYP1 iEw PNrt R99X OH [g5rW6CPRµ x[iK rMN[i W MSIM6 EwsTwG rr91. zn i wan W¢[R 9Y49rP.L.R emr erg 1. sneco flax sews a1 11 1I P 11 ii I¢W ei[R I.M2Y 4uY1SRd<T C. I.. Mf9(N6RA 6'�'f' 1TILXMM rb UKY y jG jo N & i< {1 Mi@dST W.SWRY M1 MiMKW W �N FoL A t NGEOn1rD OLL.iKKW CV[ RODS (SEIIRPD i9 wrnR XnxxRr wsu wMmrwwzr¢q Doer res roan nurse YmwunN 9F5[MSpK mrnPx eco nwseN.wr GNaW WWE-PS PR y � E r �a�Rua.{ � � 3 m r] K e brteOnii ¢ 3 m WM1in 1. i PR9V. KSX zczn Rme®YxTa. xrtecxwsomrrort onaom j"RoonNb-w<v+w:owe wuuwe io socen6W m`w u R' S iF ^� r I 1 �Ykrrae n . 7s —_ __ fBfYICTCR f. GINNN6 - -- � b.t•urlsrolvrtalr M]� Y_o O KTN.UHKV9JPITIGYGWCT'A ) M1AN ON �G�R VI SbWrrRR1Ll®'CPN'WM.SPL P/.IXk6AN.PNG nS TR f.MYIY CNGINRW11rS.L9rtefMAltlX �•I•y jj,] `�j'I jF;l EXTERIOR WV t A o 0. �RGV.6Kl1 R4DY5VISHT {Iy N (MISTMC SLL W-MOTCN X[W 0. CpG1 M419IG L bYL¢YLPlT. YLXPPR r(T l\ W T/] � F a I; Imo; j V a r rROV YMSTN1 EdJTW epee nA9NM5 F¢ rx6T W. WALL SECIIONS M Shown WALL SECTION A-03.1 —of— THREE SHEETS SECTION 10 ADDENDA Residential and Commercial Planners 7815 W. River Boulevard, Pasco, Washington 99301-1785 509)542-8786 (Fax)544-9483 Date: October 18, 2017 To: Angie Pitman, City of Pasco 525 N. 3' Ave Pasco, WA 99301 RE: PSK FaVade Upgrade Project The following are revisions to the above-mentioned plans [Tate Architecture Plans (stored in DropBox) job #1017130, dated 10/17/17], which will supersede any related drawing sheets previously released. Please forward this information to any and all recipients of the original construction Documents, and include a copy of this Addenda in any future Drawings or Construction Documents distributed after date of receipt. DRAWINGS SHEET A01.1 — PROJECT NOTES: NOTE 16: LIGHTING: Add the following reference note, regarding the Washington State Energy Code (WSEC) requirement for the new canopy soffit and wall mounted sconce lighting, to the bid documents, that relate to the lighting specified in the Faqade Upgrade Wall Plan: WSEC Section C405.2.7 Exterior lighting controls. Lighting for exterior applications other than emergency lighting that is intended to be automatically off during building operation, lighting specifically required to meet health and life safety requirements, or decorative gas lighting systems shall: 1. Be provided with a control that automatically turns off the lighting as a function of available daylight. 2. Where lighting the building fagade or landscape, the lighting shall have controls that automatically shut of the lighting as a function of dawn/dusk and a set opening and closing time. 3. Where not covered in Item 2, the lighting shall have controls configured to automatically reduce the connected lighting power by at least 30 percent from no later than 12 midnight to 6 a.m. or from one hour after business closing to one hour before business opening or during any period when no activity has been detected for a time of no longer than 15 minutes. Time switches shall be capable of retain programming and the time setting during loss of power for a period of at least 10 hours. End of Addendum No. I Devi E. Tate, Tate Architecture, AIA, Project Architect Cc/encl: Dean Pollick, Pasco Facilities Services GENERAL. PROJECT NOT .S 1. SCOPE OF WORK: Work to include, but not be limited to, (1) Removal (as indicated In drawings) of exisUng siding materials, to prepare for application of new Min masonry veneer and new elasomedc EIFS finishes: (2) Installation of Nin masonry veneer siding; (3) Installation of new engineered, rigid Cable supported, metal awning canopy assemblies; (4) L'ghllrq and el«tical work (new Ig. fpgAx ; (5) New wall and Wide signage. 2. GENERAL: Verity all dimensions and existing Conditions at site pilar to Consruction. Inwseofdiscrepanry,wriften dimensions will govern those measured Moody on Drawings. Changes, omissions or subs ltdore are not permitted wimout wriften approval of the Mchiteo. All wall angles shown on Plans to be 45 deg. unless otherwise noted on Drawings. AmhitecWrel Drawings do not apply to sWtcural requirements of any pre-engineered building elements OR engineered snucural components. Dssign loading per IBC 2015 edkim, as spWflod in awning manuudumrs specifications, 6 as req'd by governing entities. 3. GOVERNING CODES: All work described by Mese documents shall be performed in fail somNance with all apphwble codes, including bot not limited to Me fallowing codes: 20151nterrational Existing Building Coale, 2015 International Fire Coale. 2015 National Electrical Coale, ah as adopted by Me City of Pasco. 4. CONTRACTOR'S RESPONSIBILITIES: Contractor shag review Mese plans Momighly, make a detailed act visit, and shall immediately bring any IrlCor sistenq, site layout problem, or any other request for danficaloh to the architect for resolution prior to the delivery of any Nd. Failure to do so shall cause Me Contractor to be Ineligible for extras reWtlng shown method of Performing the work andlor items to be incorporated into Me scope of Me wars sholl be determined by Me Architect or Engineer, Connector is responsible for Ma safety, actions and Conduct 0 his employees and his subcwmmcom' employees while in the project area, adjacent areas and in Me budding act its vitinip. 5. WARRANTY: AN workmanship, material, and equipment shall be guaranteed for one year From data of Owner acceptance. My failure or deterioration within this pend shall be corrected by Me contracts at Me Commodore expense. 6. SUBSTITUTIONS: Requests to substiMe any product,technique. Or material shall be submitted in writing to Architect for approval. Samples, product information, and drawings shall be required prim to substitution approval. Proposed substitution shall be of equal quality and performance spe dbabon to Mat originally specified. 7. MANUFACTURER'S INSTALLATION INSTRUCTIONS: All materials, finishes, manWectured items, and equipment shall be installed in full accordance AIM Me suppliers or manafadurers written recommerembans or Mese documents, whichever Is more sMrgent. B. THIN MASONRY VENEER: Veneer Unit properties: Prawn veneer units Consisting of positions cement,lightweight aggregates, and mineral oxide pigments. 1. Compressive Strength: ASTM C 192 and ASTM C 39, 5 sample average: greater Men 1,800 psi (12AMPa). 2. Shear Sand: ASTM C 482: 50 psi. 3. Water Absorption: iBC StaMand 15-5: Less than 22 eeroent. 4. Freeze -Thaw Test ASTM C 67: Leas Man 3 Percent weight loss and no disintegrator. 5. Thermal Resistance: ASTM C 177: OA73 at 1.387 inches thick D. Reasons Samar. [ASTM D 226, Type 1, No. 15, no,harooted asphaft-saturated MR paps], E. Reinforoing: [ASTM C 847, 2.Nuyd. galvanized expanded metal lath]; [ASTM C 847, 3.4M galvanized 3x8'rib lath]; or [ASTM C 1032,10 gauge woven wire mesh] complying With Code agency requirements or We type of substrate over which stone veneer is installed. F. Mader. 1. Contac My Cement complying with ASTM C 270. 2. Lime: ASTM C 207. 3. Sand ASTM C 140. neural wmanuhcored sand. 4. Color Pgmwti ASTM C 979, mineml oxide pigments. 5. Wale,: Potable. 6. Pre-0acNaged Latex?amend Cement Monier. ANSI A110.4. G. Bonding Agent Exteriorintegrel hording agent meeting ASTM C 932. H. Sealer. Water based silane or sioxane masonry sealer 1. Project Bidders to maintain a maximum allowance of$24JSF for material & labor. 3. STUCCO FINISH: New Nastomedc coating over existing EIFS siding. Remove did, mildew, any lose send use particular Care N power washing, to not force water Into joints and any cracks. power washing should be done AM plain water without cleaner or bleats added Use a quality acrylic or si6coized caulk to seal any cracks and openings. Allow Me caulk to dry over night, and make a second apphwtion R necessary. Apply a maonry primer for Rest means (sheen unlfsmity, mildew reNsonca). Then use either a top quality sdenor 100%acrylic house paint or masonry, paint in a Mal or sago finish depending on appearance wanted; or a 100% motto latex alastomedc AIR oatilg, applied in two heavy coats. O. METAL ROOFING: Provide and in" min. 26ya. ribbed metal awning roofing panels, complying wed UL 2218, Class 4Impact Resistance, UL 790, Class Fife Resistance Rating, and UL 500, Class 90 Wind Uplift Construction #161. Finish o nd Kynar 50M main based oaring, color as indicated in dans. 11. PAINTING: Materials for use within each paint system shall be Compatible AM one another and substrates indicated, under Conditions of service and application as demonstrated by manufacturer, based on testing and Meld experience. Examine substrates end Conditions, wind AppAcadr present for compliance with requirements for maximum manors Content and other Conditions affef.9ng performance of the Work. Comply with mahulamurers written instructions and reommendallons In -MPI Architectural Painting Specification Manual' applicable to substrates and paint systems indicated. Remove hardware, rovers, plates, and similar Hems amady in place Met am removable and are not to be painted If removal Is impractical or Impossible because of size or weight of item. provide surface -applied protection before suhaw preparation and painfing. After completing painting operations, use workem skilled in de trades Involved to reinstall Mems Mat were removed Remove suhaca,opplled protection Many. Apply paints according to manufacture's wntten insiduca ns and recmnrnmMdJos in -MPI Architectural Painting mars. roller backing, runs, sags, ropiness, or other wham impar pefie s. CN in 12.14ETALFLASHING: Pmvide22gaugewunorgalvanizedmetal Msbing.wMhs horizontal cuts in edeMg EIFS siding areas, whom new camov zu mHt Frzmes s ASTM C 1193 Mended A w method recommended by menuf eWm .Verly adhesim is month and xnc 9: 1/4'Chair tempenced! d safety glass • Weather braze cont and sealed t protea Mom Me elements Dark bronze tion corrosion resistant maonal: anedized aluminum Manual m operation upon power failure • Maximum security hook -bond ticks ER Listed. Size and type to be field vmi prior to inslywiMn. i S.E all be ontr Any elewical work to complywi proper requirements. Verify all dimehsiom i nm to installations, M shall .' Contractors responsibility u coordinate proper ligm fixture types, reCeptacka and wlnng between such wed mat Fighting For extemrappicatios Omer Man Intended to be automatically off during building operation, hghtim scecifw6v reeuifed to ma i. Be provided Win a control Nat autchisholly toms off the lighting as a unction of mcni ale daylight. 2. Whom lighting Me building facade or landscape, the lighting shag have Controls Mat automatically shot of in. lighting as a unction of dawn/dusk and a set opening and Closing aline. 3. Where not rovered in Item 2, the lighting shall have contrms Conti to autamaUcaNy reduce to Connected lighting Power by at least M percent Mom no later than 12 midnight to 6 a.m. an from one hour after business closing to one hour beore business opening or during any period when no activity has been detected for a time or no longer than 15 minutes. Time switches shall be capable of retain programming and Me time seting during loss of power for a period of at least 4 FACADE UPGRADE WALL PLAN Seal I/O I-0 i it I VICINITY MAP /� N (Ni O I I ARCNREOl11tML eYMBo19 alataM W. CLARK SJREEr II III �u III 'Z 2 one e m op M Awirp No.Ai OetaMsxVmtb.a 3rannewpor. L.6 'Yawing Ne.AS BWrhrg A -R M beeeeqn.,enpn Z g I 8 drewiiq Ne. AB SIT Manepgcl lire S.F. - Spuar¢ Feetaxmem HapTyowspae.p III 0 Dim.neon un.. &ykr-rin,conne ]�--. MThrMeYp o Swarm metier CLG. -CeiMg [OL, -Cum W. L WIS $TRE DBL. Dwue II SIL.St¢¢ DC. -Cowl HF,. does STOR.. St., Ot-pWLoa] 1 WSP.. suspended an. -Dwai w I CBS® DR -Nor JAN. - Jana D a P'ASCG I LQ. Top Of FJFV."Elnrtisn ENOL.. Ercbsurt IAV. -Lavatory g II LL - Live Load Fli W. MUMBN MASON.. Masonry STAEET % �/ W I ExTIM tons' MAIL -small VCT. Wryl TOI I.D.. Floor Dnln i C VERT. -Vertical i it I VICINITY MAP /� N (Ni O I I ARCNREOl11tML eYMBo19 alataM Or111aMn Rw.M[ Yv W.2 2 one e m op M Awirp No.Ai OetaMsxVmtb.a 3rannewpor. L.6 'Yawing Ne.AS BWrhrg A -R M beeeeqn.,enpn AB drewiiq Ne. AB Manepgcl lire S.F. - Spuar¢ Feetaxmem HapTyowspae.p OW -on.. Wal Dim.neon un.. &ykr-rin,conne ]�--. MThrMeYp 100'-0' Swarm metier SCOPE OF WORK: Work to incude but not W limited to, (1) Removal (as indicated in drawings) of existing siding mateffide, to prepare far Appkcation of new Min masonry veneer and new alasomeric EIFS firdshes; 121Instalaton of thin masonryveneer eep (3 Installe8on m new engineered, rigid cable supported. metal awning campy assemblies: (4) UghMg and electrical work (ow Ig, reruns); (5) New wall and Mede signage. ARCHITECT: TATE ARCHITECTURE 7815 W. River Bed. Pasco, WA 99301 (509)542-8786 Me: (509) 644.9483 Devi E. Tate Registration No, 5757 e-mail: tatearch@charter.net ZONE: C-2 OCCUPANCY/CONSTRUCTION TYPE: 'M' (no change of Occupancy) TYPE VB Construction 1 -Story (Stucco EJhaftr Wags) APPLICABLE CODES: International Building Code, 2015 Edition International Existing Building Coale, 2015 Edition International Fire Coale, 2015 Edition ` Uniform Plumbing Code, 2015 Edition ` National Electrical Code, 2014 Edition Washington State Amendments to the building Codes WAC -Title 5150 ICC/ANSI At 17.1-2009 Amer, National Standard -Accessible & Usable Building Facilities GOVERNING AUTHORITY: ' City of Pasco Planning Department: 1 (509) 5435739 525 N. Third Avenue, Pasco, WA 99301 Contact: Angie Pitman SPECIAL INSPECTIONS: - Except as otherwise noted in Plans, no spolal inspections will be required for this Project In accordance AM IBC 2015, Chapter 17. Secuin 1704. NO. SHEET DESCRIPTION REVISED A01.1 FACADE UPGRADE PLAN VICINITY MAP NOTES A02.1 ELEVATIONS'COLOR LEGEND A03.1 WALLS CTI NSI OMETRIC VIEW 1� aaa� k�l LLU (1L�I�yI I••ti PROJECT DATA A-01.1 -of- THREE SHEET: ET.-Faatar Feet PLYWO"Gtawopd Rw.M[ FTG, -Feeding FLNq. -Fumfq PIM."Naming 7A�MeABREVIATIONS �,m Mett,m ort. - "tine P.T.-Pr09wR Tfea[ed GA-Gaugekabg 0.. M9NIG,g GV."GaNanaed REWF.. Reinforcementrn GEN-GercN R.O.-Rough Openingaam GL -ease GlAr, S.C."Sold Coteriu9 G1. Gntle S.F. - Spuar¢ Feetaxmem OW -on.. Wal SHEA -Sheathiminet GYP.=Gyywm SM..Slmiar C.A-Catrh Bsin do-Hou&6 SQ.Square CLG. -CeiMg [OL, -Cum NG. HaMirap Has. Finger STD.. Spread DBL. Dwue we... Hwewri. SIL.St¢¢ DC. -Cowl HF,. does STOR.. St., Ot-pWLoa] MSIx.-.ablation WSP.. suspended an. -Dwai lNi-Inver late T - Tread DR -Nor JAN. - Jana T&G-Targe A Grwve DWG -geeing lsT. - Joist LQ. Top Of FJFV."Elnrtisn ENOL.. Ercbsurt IAV. -Lavatory U.O.N.-Unless otMrvAse E.W.. Eah Way LL - Live Load Fli EMsr.-""prig MASON.. Masonry TYP.. Tylpical ExTIM tons' MAIL -small VCT. Wryl TOI I.D.. Floor Dnln MFGR. Mmufacturs, VERT. -Vertical FIN.. Fish am. - Mounted W.C."wets, Gose[ HIM =Flatm WL - Metal WD. - Wood FIA. -FLow NT.S. - Not to Stale AND.. ei F.D.S - Fare aF SauE QsN'G-Opening W,H. - Water Heater ,S"Floor Sink R -Mate W/.Am SCOPE OF WORK: Work to incude but not W limited to, (1) Removal (as indicated in drawings) of existing siding mateffide, to prepare far Appkcation of new Min masonry veneer and new alasomeric EIFS firdshes; 121Instalaton of thin masonryveneer eep (3 Installe8on m new engineered, rigid cable supported. metal awning campy assemblies: (4) UghMg and electrical work (ow Ig, reruns); (5) New wall and Mede signage. ARCHITECT: TATE ARCHITECTURE 7815 W. River Bed. Pasco, WA 99301 (509)542-8786 Me: (509) 644.9483 Devi E. Tate Registration No, 5757 e-mail: tatearch@charter.net ZONE: C-2 OCCUPANCY/CONSTRUCTION TYPE: 'M' (no change of Occupancy) TYPE VB Construction 1 -Story (Stucco EJhaftr Wags) APPLICABLE CODES: International Building Code, 2015 Edition International Existing Building Coale, 2015 Edition International Fire Coale, 2015 Edition ` Uniform Plumbing Code, 2015 Edition ` National Electrical Code, 2014 Edition Washington State Amendments to the building Codes WAC -Title 5150 ICC/ANSI At 17.1-2009 Amer, National Standard -Accessible & Usable Building Facilities GOVERNING AUTHORITY: ' City of Pasco Planning Department: 1 (509) 5435739 525 N. Third Avenue, Pasco, WA 99301 Contact: Angie Pitman SPECIAL INSPECTIONS: - Except as otherwise noted in Plans, no spolal inspections will be required for this Project In accordance AM IBC 2015, Chapter 17. Secuin 1704. NO. SHEET DESCRIPTION REVISED A01.1 FACADE UPGRADE PLAN VICINITY MAP NOTES A02.1 ELEVATIONS'COLOR LEGEND A03.1 WALLS CTI NSI OMETRIC VIEW 1� aaa� k�l LLU (1L�I�yI I••ti PROJECT DATA A-01.1 -of- THREE SHEET: hISTW GO TM Z1LGL sTw— WN.L PIVNNG WST I. B' WR rRN q9 XGOu o51Tuw Lrz raw rnRVLr TRW . RL-rnlxr evST cerrusXwG (Rmsce wHue pmw p oR Lzzswfi) Rme®ru eRlsT csroAM STLew TRn-Tox Rmwzrlm� / / �.a�.` �cry ws nru SCONu pprvN 46Xi nA'NRe d15T.Lry %ANG -TO RIGGING H[N n!.sT WIRD GOAnub nxI4N NLW 4NT'LAO[� a{T FACADE ISOMETRIC C9lYlGX[ON-LG'.PR NWER emnuG SRu uure. eaw Style:,/b =1'A" ew uxwr Rr,R ceai wrrovr GGNNNG cwarr feuMeiu rRAMe urnuWorc RAMe. exert evcANorr LaGR NSnNG 9TbRP2i 0N1'WIWON xry/GnNNEfS TLlD'C0.V'{1GNT rIYIVRc W!W TBN IM.NRY Y@!LR nW4X (O+[R O5T C(5 SgNG) L%15T VSPOaN SIUCGO Cd. - TO RfGfJYL uCW (XCbS IA fNNTnW4H E OLVPMRIS) [MTIN64RKR vLJ[[R SIAS}RPR LtlSTIx56R1T. 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Y v Eat 3 � i $F o� rO^ V1 z P u P-1 cpps�, s a a 3 n 3 a U w h � a QI O u WALL SECTIONS AL Shown k-03.1 THREE SHEETS MKi VS POPN STLCCO iRyl SNp' (TT) 9TON[ 5LL Cpf.1MTLH uLw I N[W STm AWNW6 f.NY.fY 51:PrgR ([{LLL XKIHG MAR, d-d)-AT9=6T4T TO LpNOf!Az reR MR6R1 [RK+TIW LT5 TLSX PS RPAb rOR ILYO. .\ PRO✓. SIRGRT G1pIM50NRY WpLL WRH R O'SnNGGONTH 9i®. 0.bL MNG[ fLM11 NCwPTb Ml-TM1RN➢ [YL Rw4 (%]ll®TO N9. MP4CD WLL MOL H450NRY WOIl W/WIT 1 WASIIRI MrGR RPLLMMNp ilaK ROMJ[ =67 C FbM "M. PW f4N1pl eAze rub. wa0i Rw Aw 9eVwxi ensu pw. e', xn. Ta riAre RNfiw uwm rwwe. 46P 411'Pt [R5i W➢ SM WNL PWdYHfi T4RCGMTS BJLTJN GIIR[¢ -PROV MLSX 266A R@69 Meiµ g[RpIL W Sq{)T P0.t ppT115® �ROOnNG-MW V1A24LCPe .. q(AMLg6L iO MpLNNR 630N /L BM crusR'nwzw� eTes�6 LWiT W➢MNMD XGWR — GA '. PE¢IM[TeR GGl4lNn ' be [STGRPRONT M.] e%5TIW STGRRRdIT WLNpOW MGTµ G ' 5,'}{IT (SV G4IGTYWGR) LON RLRL LID'G W' LIGXT - Sfl r W I ON 110 IRO✓. OkG/6P�TIWi A5 RR VWgy [Nfi1N R[0'MtS 1418 COW }I W INTERIOR EXTERIOR 1�WALL SECTION v. Y v Eat 3 � i $F o� rO^ V1 z P u P-1 cpps�, s a a 3 n 3 a U w h � a QI O u WALL SECTIONS AL Shown k-03.1 THREE SHEETS (TT) 9TON[ 5LL Cpf.1MTLH uLw ICw THW MnSONRY V[N�R. RdOVe Ve ERL WU Wl11u W. MSXW [RK+TIW LT5 TLSX PS RPAb rOR ILYO. LµLRLOV[RY TYOVQ.[ VOpGI qTy TIaL4 L INyaNy AAT RR MrGR RPLLMMNp ilaK CWJC n -0.'R 5AT PROV.l INSTM CdJTH ens[MSMW NAYa I¢W bLN[Of .. LA*T CLNG wuK 1�WALL SECTION v. Y v Eat 3 � i $F o� rO^ V1 z P u P-1 cpps�, s a a 3 n 3 a U w h � a QI O u WALL SECTIONS AL Shown k-03.1 THREE SHEETS SECTON 11 CONSTRUCTION DRAWINGS - SUBMITTALS (,uS�DvHC✓` Sib d�Gilt�2' m eW 7y/ef Mdol FNss�. �3 4 T - GLASS NOOK "More Gt D� �uSLCj Apow Just Glass" 6l4( ry�Qc; Sale 49bl- e L w 7y16 ' { f cv)< a,v- -Ve ISI qo x Jaw�bs 14 �a y 409 Wellsian Way Richland, WA 99352 Phone (509) 943-6746 Fax (509) 946-0788 ,mums thcnlacsnnnk mm 773/ GLASS NOOK (1 "More Than Just Glass" (Ks�a�c✓; C;6 pihql) dk- me/a/ qD 17 r' 0s 7K,�nui" M 441 f k,su , 6 Amr z.c Mtk X ja03 409 Wellsian Way Richland, WA 99352 Dav Tope .' meQ w- S �4 Glkss r�/e,' SOG� L4 ffw�c aly-7?B• l�vSl�JJuli l'j5 Phone (509)943-6746 Fax(509)946-0788 u thcnlascnnnk mm ii OT X ja03 409 Wellsian Way Richland, WA 99352 Dav Tope .' meQ w- S �4 Glkss r�/e,' SOG� L4 ffw�c aly-7?B• l�vSl�JJuli l'j5 Phone (509)943-6746 Fax(509)946-0788 u thcnlascnnnk mm sed 4ar4e' e%TvIG M I /I -(114 a4— Ii GLASS NOOK "More AvI0 T Z (3� 7c %yhf Just Glass" Dxp Gluss �Qc; So�� EO CoE Ua-41w-v- . Gzu;ltSt�vz I,� -- 3 0y --►Ian Ol—- qI 409 Wellsian Way Richland, WA 99352 x STDs X Doev H x Dorms s /S Xe,ap�bA X2%0ASOpt, S 1( Phone (509) 943-6746 Fax (509) 946-0788 .m thanlaccnnnk mm ,j Y 54 X U 1 I,� -- 3 0y --►Ian Ol—- qI 409 Wellsian Way Richland, WA 99352 x STDs X Doev H x Dorms s /S Xe,ap�bA X2%0ASOpt, S 1( Phone (509) 943-6746 Fax (509) 946-0788 .m thanlaccnnnk mm ,j Y GLASS NOOK "More Than Just Glass" sob�la�e' Prtisu� S�u,Kl�y k;�„ �,��� 7ypG ' ysI ZT GtSftlu��u� MGF�I {kS�• d�MLG I �qy� dam Tule .' f7A Glass rp#,' 6o 1p l I�p 41e I . P14 1¢a-dwa--v. -ve. Qu4s,erv- x Jaw��s x(�euQ'S x n !J,Je 409 Wellsian Way Richland, WA 99352 x SFA/s Phone (509)943-6746 Fax(509)946-0788 v fhnnlaccnnnk mm a =a o, =a 3i r GLASS NOOK "More Than Just Glass" Cus�a�e✓ ; 61`6 orfA!to s��dlawe' pk v Sp«,� K,l ZT Mil ��sb� ►�ra.�� X114 X Jo -w bs K UedS xz u"d,Je X S,` it � r �7� D 7V AA-// // 61q!S( e- Se414, �d G0[ Ze - v- adw FIS✓ 409 Wellsian Way Phone (509) 943-6746 Richland, WA 99352 Fax (509) 946-0788 '• ^' ' ^^"^^^^' • um fhanlacsnnnk mm S®LARBAN "60 Solar Control Low -E Glass Solsrbae 60 solar control, lowe glass by PPG was engineered to control solar heat gain, which is essential to minimizing cooling costs. In a standard one -inch insulating glass unit (IGU), So/ardan' 60 glass offers an exterior appearance similar to clear, uncoated glass. With a very good Solar Heat Gain Coefficient (SHGC) of 0.39, Solarbana 60 glass blocks 66 percent of the total solar energy while allowing 70 percent of the visible light to pass through. This combination produces an excellent Light to Solar Gain (LSG) ratio of 1.79, along with exceptional insulating performance, as evidenced by its 0.29 winter nighttime U -value. Aestliefic Options SalardnM 60 glass can be coated on Staiphirea glass and paired with Slaiphirea glass to produce an IGU with exceptional clarity and solar control characteristics. For even more color and performance options, it can be coated on the second (#2) surface of nearly all PPG's wide range of tinted glasses, or combined in an IGU with any PPG tinted glass, Solarcoe/a reflective glass or Ksratoola subtly reflective, color -enhanced glass (see performance data on back page). Solarban* 60 Glass and Sustainable Design An energy modeling study conducted by an independent energy design and consulting firm showed that architects and building owners can potentially save millions of dollars during a building's lifetime by specifying Solarban" 60 glass instead of less advanced architectural glazings. For instance, the study showed that, by substituting Solarhane 60 glass in place of dual -pane tinted glass, the owners of a typical glass -walled, eight -story office building in Boston could lower their initial HVAC equipment costs by nearly $350,000 while realizing annual energy savings of more than $80,000. Corresponding carbon emissions from the same building were also reduced by more than 300 tons per year, which eclipses the total carbon emissions generated by 31,000 gallons of gasoline. In addition to making products that support sustainable design, PPG has pioneered innovative technologies that reduce energy consumption during the glass -making process. PPG promotes environmentally responsible manufacturing by recovering and reusing virtually all of its glass manufacturing by-products and by shipping its materials on reusable steel racks. PPG also facilitates regional sourcing through its nationwide network of certified glass fabricators and laminators. i�2QsGQ�25® Glass • Coatings • Paint Prudential Cruces Location: Newark, NJ Product Solarban 60 Glass Ambilect Morris Adjmi Architects Glaze Contractor: Joskff Glass Gran Fabricator J.E. Berkowitz, LP Serzaaer Plata Lacanoa: Chicago, IL Producr. Solarban 60 Glass Arekitect Soloman Cardwell Rise= and Amciatu Ownar/Daveloperr, Golub and Company Glair Fsbrieaier Northwertern Induariet, Inc, Gbaigg Cmhwtar Custom Windows and j&D Erectors With Solarban` 60 glass, sustainable design and LEEDa credit opportunities are provided according to the following criteria: Ifi _�_ K6ordrB � _ ernancr Lnhance ehnipy parformarico of hulidmg design t LbnnecC�wty to na wal lighthm and the outdoors Selection of environmentally -focused product evaluatfon SOLARBAM60 Solar Control Low -E Glass Solarban• 60 glass is just one of many ecological Fabrication and Availability Ecological Solmlions from PPG"w For 501u0ons Solarbana 60 glass is availableppo Certified more Information, or to obtain samples exclusively through the C. FABRICATOR- NETWORK of this product, call 888 -PPG -IDEA (774-4332), or visit www. PPG Certified Fabricator° Network. PPG Certified Fabricators ppgideascapes.com. can meet tight construction deadlines and accelerate the PPG is the first U.S. float glass manufacturer to have its delivery of replacement glass before, during and after products recognized by the Cradle to Cradle Cer ified6N construction. Solarbao' 60 glass is manufactured using the sputter -coating process and is available for annealed, heat- Program, and it offers more C2C-certified architectural strengthened and tempered applications. glasses than any other float glass manufacturer. PPG IdeaScapese Integrated products, people and services to inspire your design and color vision. Additional Resources Solarban• 60 Glass Performance - Commercial Insulating Glass Unit Comparisons Using 11411 (6mm) Glass Typo SOLARBAN-1 Solar Control Low -E r Ultra- Glass Transmittance VIsIYN Taal Solar Reflectance Vblblebl LIar Md Wi U-7777 8.m H aler HealWaaa Gain CoNficime BoluNol 6lMEnXrgy g56) SOLARBAN 60 (2) Clear +Cle 60 (2) Al(3) 60 (2)AZURIA+ Clear 13 54 21 8 6 0.29 0.27 1,6 0.32 0.28 1.93 SOLARBAN60(2)0PTIGRAY+ Clear 10 50 23 8 14 0.29 0.27 1.5 0.35 0.30 1.67 SOLARBAN 60 (2) PACIFKA+ Clear 5 34 15 6 fi 0.29 0.27 1.6 0.26 0.22 1.55 SOLARSAN 60 (2) SOLARBLUE. Clear 10 45 21 7 12 0.29 0.27 1.6 0.33 0.28 1.61 SOLARBAN 60 (2) SOLARBRONZE+ Clear 8 42 21 7 15 0.29 0.27 1.6 0.32 0.28 1.50 SOLARBAN 60 (2) SOLARGRAY+Clear 8 35 18 6 12 0.29 0.27 1.6 0.29 0.25 1.40 _. SOLARBAN 60 (2) SOLEXIA+ Clear 10 61 25 9 10 0.29 0.27 1.6 0.37 0.32 1.91 ATLANTIC#+ SOLARBAN 60(3) Clear 5 53 20 9 7 0.29 0.27 1.6 0.36 0.31 1.71 AZURIAO + SOL4RBAN 60 (3) Gear 13 54 21 9 7 029 0.27 1.6 0.36 0.31 1.74 GRAYLITE•II+ SOLARaAN60(3) Clear 1 7 4 4 5 0.29 0.27 1.6 0.14 0.13 0.54 OPTIGRAVe + SOLARBAN 60 Cbx 10 50 23 8 15 0.29 0.27 1.5 0.40 0.35 1.43 PACIFICA-+ SOLARBAN60(3) Clear 5 34 15 6 7 0.29 0.27 1.6 0.29 0.25 1.36 SOLARBLUP . SOLARBAN 60 (3) Clear 1 O 45 21 7 13 0.29 0.27 1.6 0.38 0.33 1.36 SOLARBRONZEa + SCLARBaN 60(3) Cb 8 42 21 7 16 0.29 0.27 1.6 0.37 0.32 1.31 SOLARGRAY•. SOLARBAN60(3) Cesar 8 35 18 7 13 029 0.27 1.6 0.33 0.29 1.21 SOLEXIA• + SOLARBAN 60 (3) Clear r r 10 zJilFTEI 61 ' 25 10 10 0,29 0.27 1.6 0.42 0.37 1.65 VISTACOOL (2) AZURIA+ La. -E 11 42 16 20 11 0.29 0.27 1.6 0.30 0.26 1.62 vISTA000L(2) PACIFIC4+ Law -E t ,• Lr SOLARCOOL (2) AZUR/A. Lo E 4 e 4 26 .r 211 12 8 11 19 9 10 0.29 0.29 0.27 0.27 1.6 1.6 0.25 0.19 0.21 0.17 1.24 1.24 SOURCOOL (2) PACIFICA a Low -E 2 13 6 10 8 0.29 0.27 1.6 0.17 0.15 0.87 SOWCOOL(2)So RBLUE+Lwv-E 3 17 9 14 15 0.29 0.27 1.6 0.2] 0.18 0.94 SOIAROVOL I2)SOUIRBROrPE+Lwv-E 2 17 9 14 18 0.29 0.27 1 1.6 0.21 0.18 0.94 SOLARCOOL(2) SOLARGRAY+ L. 2 14 8 11 14 0.29 0.27 1.6 0.20 0.17 0.82 SOLARCOOL (2) SOLEXIA. Low -E 3 24 10 24 15 0.29 0.27 1.6 0.22 0.19 1.26 Data based on using STANPHAME` glass for both interior and exterior liters. All performance data calculated using LBNL Window 6.3 software, except European Ll -value, which is calculated using winDat version 3.0.1 software. For detailed information on the methodologies used to calculate the aesthetic and Performance values in this table, please visit www.ppgideascalas.com or request our Architectural Glass Catalog. O 2014 PPG Industries, Inc. All rights reserved. Ada oisp, Azrnta, Metals, amdwls, Idessespes, Omens oICOMr, OphVW, apopvy,, PaNRaa, SobraaA Sobr0lue, Bobrbronm, Sobrcool, Solaramy, sober,, Soloala, StarpMm, Sraleals, vhlscnW, the PPG logo and the PPG Certified Fabdcatm Network and the PPG Certified Programs are registered trademarks of PPG Industries Ohio, Inc. Cradle to Cradle CerMW is a certification mark licensed by the cradle to Cradle Products Innovation Institute. EcoWical Sohrtrons from PPG is a trademark of PPG Industries Ohio, bac. Printed in U.S.A. 7071 OWI 410M Glass- Coatings• Paint Glass Technology S I N C E 1 8 8 3 Glass Technical Document TD -142 Glass Cleaning Recommendations PPG float glass is a durable product that can be maintained in satisfactory condition by regular cleaning using accepted good glass cleaning practices. Glass should be washed at frequent intervals, particularly during the project construction when the possibility of dirt, debris, and potentially harmful exposure to corrosive materials is high. Recommended Glass Cleaning Practice For all glass surfaces, except Solarcool® and Vistacool7A4 coated glasses: • Use a wash solution that includes a mild soap or detergent, or a slightly acidic cleaning solution. ✓ DO NOT use any additives that contain hydrofluoric acid, or have the possibility of forming hydrofluoric acid. Hydrofluoric acid will quickly and permanently damage the glass surface. ✓ DO NOT use harsh cleaners, abrasives or alkaline materials. Cleaning of tinted and reflective glass surfaces in direct sunlight should be avoided. The surface of the glass may be too hot to achieve satisfactory results and, in extreme cases, contact with cold water could lead to glass breakage. • Use clean, grit free cloths, together with the wash solution, to clean the glass. Sufficient wash solution should be used to ensure that debris can be removed without causing abrasion related glass damage. Remember, in addition to being a solvent for cleaning dirty glass, the wash solution acts as a lubricant to "float" loose debris off of the glass surface. ✓ Care must be taken to ensure that gritty dirt particles picked up by the cloth do not scratch the glass. • For best results, clean the glass beginning at the top and working down. • Immediately follow the washing with liberal amounts of clean rinse water. • Promptly remove excess rinse water with a clean, good quality squeegee. Squeegees must be in good condition, clean and undamaged. In particular, any debris must be removed from the squeegee to prevent possible glass damage. • Remove grease and glazing materials with commercial solvents such as xylene, toluene, Leptyne®, turpentine, mineral spirits or naptha. Immediately follow with a normal wash and rinse as described above. ✓ Be careful not to damage glazing or insulating glass unit seals by excess application of strong solvents. Page 1 of 3 PPG Industries, Inc. Glass Technology SINCE 1 8 8 3 Glass Technical Document TD -142 ✓ Comply with all of the solvent manufacturer's directions concerning safety, proper handling, toxicity, and flammability warnings. ✓ It is strongly recommended that the glazing material and sealant manufacturers be contacted and asked for advice regarding the selection and use of appropriate solvents that will not harm their respective products. ✓ DO NOT use metal scrapers or tools to attempt to remove stubborn materials or stains. In extreme cases, a combination of the appropriate solvent and a PLASTIC scraper, carefully used, may work. If the glass is heat strengthened or tempered, even a plastic scraper may dislodge very small surface debris that has fused to the glass surface during the heat treating process and cause glass damage. You are encourage to refer to GANA publication TD -02-0402: Heat - Treated Glass Surfaces Are Different and GANA publication TD -01-0300: Proper Procedures for Cleaning Architectural Glass Products for a discussion of heat treated glass surfaces and for a more detailed discussion of the cleaning of heat strengthened and tempered glass. Cleanine Solarcool and Vistacool Coated Glasses Solarcool and Vistacool coated glasses can be cleaned using the previous recommendations except for the following: • Acidic cleaning solutions are not recommended. Use only mild soaps or detergents. • Abrasive cleaners, fluoride salts, or hydrogen producing compounds are not recommended. In addition, because fingerprints, stains, smears, din, scum, sealant residue, scratches, and abrasions are more noticeable on reflective glasses than on non -reflective glass, take extra care in handling and cleaning the glass. Finally, Solarcool and coated glass that is glazed with the coating exposed to the outdoors should be cleaned more frequently (a minimum of 3 to 4 times per year). Materials, such as rundown from metals and masonry, such as concrete, stucco, etc. should be cleaned from the glass as soon as they occur so that they are not permitted a long residence time on the coated glass surface. If such rundown is not quickly removed, permanent staining and/or glass damage may occur. It should be understood that while such rundown residue will be more noticeable on reflective glass, it can also occur with uncoated glass, resulting in similar permanent staining and/or glass damage. Page 2 of 3 PPG Industries, Inc. Configure - Vitro Glass Configurator Construct Home I Vitro Glazings Home I Contact Us A large amount of glazing configurations means the perfect glass can be yam. This thermal and optical perksmance data simulation tool otiose the industry accepted so6svare, Window2.3 operated by Lawrence Barrelful, National Laboratory (LBNL) using International Glazing Database (IGDB) v55. Select the number and thickness of panes, air sPa. width and as, substrates, coatings, him and laminate Options from the tables to construct the ideal glazing for your neut project. The laminates and hits available for selection are what reside in the database for use with the Window2 3 software . For more information on foal features, diok Construct IGU Haip P Select Glazing Configuration: Single Triple YNt/T16 - \ • Imperial Metric Installation Angle 90 ° Manufacturer PPG Industries (now Vitro Architectural Glass) Laminate a Non laminate Thickness 6mm (1/4') Salarban/Sunga[e (Low -e Coating) Frit Solarcpol/Vistacool (Reflective Coating)-- • uncoated Glass Clear 6mm [IGOB ! 5012) JJ Selection Calculate- Compare Additional Products Reset t Sotrberr960 on Clear 6mm (2) lir 10-(12 ]mm) LZ= Clear 6mm t- AA of bar glass cvmannAr s of this candpuratim are ped of tM NFRC IGDB, t t- Gro w more imas component of Mt mnfigun6on are not part of his NFRC IGDB. sane« Clear 6mm [1605 f 5012) Sol.rbe.0 aD qn Clain, amm (2) [IGDB Y 5261) TO 11 039 0.29 1,65 Mad , Max 9 vin dutb Compare VRro Architectural Glass 1 400 Guys Run Road Cheswick, PA 15024 USA 1 02001-2012 Vitro Flat Glass Ila - All Rights Reserved 1 Legal Notices a Privacy Policy ANantl., Azvda, crayons, IdeziSrapes, Optiblue, Opp9my, paclficq Solaroen, the Solarbon log., Soormlue, S.Iarbronze, Solamoot Solargray, SOlexla, S Mhim, the Stamphlre logo Sunsets, Vista[ool, Vi". the Vitro logo, and the Vitro Certified network logos are registered trademarks owned by Vitro. Cradle to Cradle Is a trademark of MBDC. Glass colors represented are approximate. While Vitro has made a 9000 faith effort to venty, the reliability of this computer based tool, it may contain unknown programming errors that may result In incorrect results. The user is encouraged M use good judgment a" report any questionable results to Vitro for evaluatio0. The applicability and subsequent results of data simulated by this tool will be compromised if the user fails to input the correct infodnation. Vitro makes no warranty or guarantee as to Me results obtained by the user of this tool and assumes no responsibility for the accuracy of the dam from non Vitro manufacturers available tar simulations in this program. httpdtconstruct.vibtaglazings.mml 1I1 O m= y a n n z 'w S c m m m a s o m y v v Ip dip d x x cmw .: 3 0IE < 3 ^ o� w M i.�ot O x O 3 0 3 :: a 3 a m r' m :°• p '" .a `" m c 3 :� N Z O 3 __ 3 7 �+ y\ L00 W O O N ii W O a p H m« 7 u C O ^ s 0 w ii io Z o m O E a p n w ¢7Q " o —°' _- V!'z W OC Qin u01i� ¢°m 2za 321 2a �= V � n« oa 3: j Z w C: V F H m l a a� Z � � O rn OC W ~ 2 i O V w 7 r = > U u a a Fy dZ0 c z R goal P Y rnw �umun� �h TTI q � y y 0 _ ct _> m " N O �d y ° L o 0 o N a a� p p a � C p E W vi w u .` 0 Ov a o° E '> a m yea o N o s a E 0 o" m u u -0 < rp ND MU MO 0 0 c v0m� d� o� m oil a m L m_ Z V N pp O. d G N �+ O NF% fn C 7 ) 0 `a Q V C ppS O 6 u i> 0 3 o N m -C: m c m>CL r - >> VI f0 O C d O E u > 'w c L u ,., > e4Fe9 7> 0 E N u Z L u O r i7 O Q 3 o V K H (�/ N Q G N M V N ON e ' J vSERV we put more in - you get more out STANDARD LIMITED WARRANTY OF QUIKSERV CORP. PASS-THRU WINDOWS & DRAWERS Quiksery pass-thru windows and drawers manufactured by Quiksery Corp. (a Texas Corporation) are warranted under this Standard Limited Warranty to be free of manufacturing defects in workmanship and materials for a period of twelve (12) months from date of installation, excluding any glass in the window or fixed panels. Ordinary operational adjustments, normal wear and tear, or physical abuse, are not covered under this agreement. For valid warranty claims during the first (1) year after original installation, manufacturer, at its sole option, will repair or replace the defective product at no cost to you. All warranty work must be performed by an authorized Quiksery Service Representative. Any service performed by an unauthorized agent during the warranty period or any modifications made to the window or drawer by the user will void the warranty. This warranty is limited to products installed within the geographical boundaries of the United States and Canada. All damaged and/or replaced parts must be returned to Quiksery Corp. in order for us to honor the replacement as warranty. The above is limited warranty and the only warranty made by seller. Any and all other warranties of any kind whatsoever, including those for merchantability and/or fitness for a particular purpose are expressly excluded. Buyer agrees seller shall not be liable for any consequential damages even if seller has been advised of the possibility of such damages. QUIKSERV CORP. - 11441 BRITTMOORE PARK DRIVE, HOUSTON, TX 77041 • 800388-8307 • 713-849-5882 • (1) 713-849-5708 - www.quiksemxom 11/8/2017 WEDNESDAYMOVEMSER 09.7017 Custom Products Drive -Thrid / Concession Windows Pass-Thru Drawers Security Transaction Windows Secure Package Receivers Air Curtains Deal Trays & Shelves Intercom Systems SALEITEMS! Master Product Brochure Model Number Reference Custom Color Options Standard Product Warranty Standard Return Policy Warranty Registration Warranty Registration Quiksery Corp 11"I BrItteeera Park Dr. Houston, Tx 77041 Check Out Our Clearance It i mal WARRANTY REGISTRATION WARRANTY CARD ONE YEAR LIMITED WARRANTY Owner's Name: Store / Establishment Name: Address of Installed Quiksery Product: City: - State: Zip code: Phone Number: Store Opening Date: Serial Number. Model Number: Comments: Please answer the following questions: A. What influenced your purchase? Price Brand Name Features Other Quiksery Corp. • 11441 Brittmoore Park Dr. - Houston, TX 77041 Toll Free, 800-388-8307 Local: 713-849-5882 - Fax 713-849-5708 For Parts & Service inquiries, email us at service®quikserv.com For Sales inquiries, email us at salesQaquikserv.com Office Hours: 7:30am - 4:30pm CST i Monday - Friday 3Lt�a. Ip,.la,ll At Quikserv, our goal Is to simply make your pass-thru experience the best it can be. Whether you are the operator or the customer. we want you to enjoy your transaction experience thou a Quiksery product. We work tirelessly to provide the finest line of pass-thru / drive -thou products on the market. We manufacture standard product sizes as well as custom sized products to meet your building requirements. Quiksery is committed to excellence, superior craftsmanship, and impeccable customer service for each Quiksery product sold. You have our word. Jason T. Epps, Chairman and CEO http://www.quikwN..mmAndex.php/warranty-registration 112 S r . 60 / Solar Control Low -E Glass 60 solar control, Ime glass by PPG was engineered to control solar heat gain, which is essential to minimizing cooling costs. In a standard one -inch insulating glass unit (IGU), SOkVb&70 60 glass offers an exterior appearance similar to clear, uncoated glass. With a very good Solar Heat Gain Coefficient (SHGC) of 0.39, Solardaft' 60 glass blocks 66 percent of the total solar energy while allowing 70 percent of the visible light to pass through. This combination produces an excellent Light to Solar Gain (LSG) ratio of 1.79, along with exceptional insulating performance, as evidenced by its 0.29 winter nighttime U -value. Aesthetic Options So/arhao® 60 glass can be coated on Storphifee glass and paired with Starphffv° glass to produce an IGU with exceptional clarity and solar control characteristics. For even more color and performance options, it can be coated on the second (#2) surface of nearly all PPG's wide range of tinted glasses, or combined in an IGU with any PPG tinted glass, Solalmla reflective glass or Kstacuola subtly reflective, color -enhanced glass (see performance data on back page). Sokwb&70 60 Glass and Sustainable Dasign An energy modeling study conducted by an independent energy design and consulting firm showed that architects and building owners can potentially save millions of dollars during a building's lifetime by specifying $®latbaot 60 glass instead of less advanced architectural glazings. For instance, the study showed that, by substituting Solafftne 60 glass in place of dual -pane tinted glass, the owners of a typical glass -walled, eight -story office building in Boston could lower their initial HVAC equipment costs by nearly $350,000 while realizing annual energy savings of more than $80,000. Corresponding carbon emissions from the same building were also reduced by more than 300 tons per year, which eclipses the total carbon emissions generated by 31,000 gallons of gasoline. In addition to making products that support sustainable design, PPG has pioneered innovative technologies that reduce energy consumption during the glass -making process. PPG promotes environmentally responsible manufacturing by recovering and reusing virtually all of its glass manufacturing by-products and by shipping its materials on reusable steel racks. PPG also facilitates regional sourcing through its nationwide network of certified glass fabricators and laminators. Glass • Coatings • Paint tsmacanat csnar Location: Nmark, NJ Produce Solarban 60 Glace Arcbitcce hrorru Adimi Ardl,,m Gla,a Conrrac;o Joskff Glare Glan FabricaAmJ.E. Berkowitz, LP so m ssrl ee Location: Chicago, IL Prodnts Selarban 60 Gla, Arabia= Salomon Cordacl! Burnt and Aim,,, u OVe 113erelope Golub and Company Glare Fabricates. NortJnaet m Indus,,,, Ina, Glazing Contractor• Custom Windows and J&D Erca m With Solarhatf 60 glass, sustainable design and LEEDa credit opportunities are provided according to the fnllnwino Priier;3: SQLARBAN"60 Soler Control Low -E Glass Fabrication and Availability Solarbarls 60 glass is available e , - ppG Certified exclusively through the a FABRICATOR' NETWORK PPG Certified Fabricators NehRorkc PPG Certified Fabricators can meet tight construction deadlines and accelerate the delivery of replacement glass before, during and after construction. Sola►bans 60 glass is manufactured using the sputter -coating process and is available for annealed, heat - strengthened and tempered applications. Additional Resources Solarbans 60 glass is just one of many ecological Ecological Solol%ons hoar PP6"i For solutions Mme: r,., more Information, or to obtain samples of this product, call 88&PPG-IDU1(774-4332), or visit www. ppgideascapes.com. PPG is the first U.S, float glass manufacturer to have its products recognized by the Cradle to Cradle Cert;fied°V program, and it offers more C2C-certified architectural glasses than any other float glass manufacturer. PPG ldeaSCBPess Integrated products, people and services to inspire your design and color vision. a Glass Performance - Commercial Insulating Glass Unit Comparisons Using lfili,'(6som) Glass Insulating vision Unit Performance Com ausons 1 -inch (25mm) units with 12 -inch (13mm) airspace and two 1/4 inc(6mm) lues; as shown helow • Data based on using SrAIMNAPE'a glass for both interior and exterior liter. - - o -"r A IAI 1 0.22 1 0.19 1 1,26 All performance data calculated using LBNL Window 6.3 software, except European U -value, which is calculated using Mihai version 3.0.1 software. Fs detailed information on the methodologies used to calculate the aesthetic and Perfomesnce values in this table, please visit xww.ppgideascapes.com or request our Architectural Glass Catalog, O 2014 PPS Industrial Inc. All dpMa resarrad. Ate, MN6 AarBy, pU'Bb AdoaSeaper, Oaawroofeobr, Ghollow, lhnionar, sobrb^ BbhrSW4 sessadidersol SPP6abreop7 So W0rM0W saleF sobara arta taft Suseam, Ybbaoal tis W6 Malo end dee PPG canned PahrluW Retook SM the IRC rAnObed ProRams m sgiat«edleadersa s of kbustries Old, Inc. Crede b 090 GN%Wmdis a cortk ion mark ranged by lies CM& to Gadle Products I7novc0on IutlWle. Bmdogibled WeOs Asn Fill a tradsntk A PPS Industries Ohio, Inc, PrilRed 7n U.SA. 7071 08/14 10M sal Mel Glass • Coatings . Paint ct n U-Yalae OspdaO _ - 61aaaTypa lies-aket Visible ToVr Visible Solar IYWs ssYsr Forges Sbadby SOI�IGaI SWs % % Emrgy light Ensp• NI(M- Gr. U -Value cod8cield ca ff ci ad Gin % rise tlsa (is$) r r SOLARBAN 60 (2) Clew+Gear18 70 34 11 28 0.29 0.27 SOLARBAN(2) STARPNIRE• 24 74 39 11 1.6 0.45 0.39 1.79 SOLARBAN60(2) ATLAN+Clear na 5 53 20 41 029 0.27 1.6 oil A8 0.41 1.80 SOlARBAN 60 (2) AZURIA+Gear 13 54 21 8 7 0.29 0.27 1.6 0.32 0.27 1.96 SOLARBAN60(2)OPTIGRAY+clear 10 50 23 8 6 0.29 0.27 Lis 0.32 0.28 1.93 SOLARSAN 60 (2) PACIFICA+ clear 5 34 15 8 14 0.29 0.27 1.5 0.35 0.30 1.67 SOLARBAN 60 (2) SOLARBLUE♦ clear 10 45 21 6 6 0.29 0.27 1.6 0.26 0.22 1.55 SOLARSAN 60 (2) SOOIRBROXZE+clear 8 42 21 ] 12 0.29 027 1.6 0.33 0.28 1.61 SOLARSAN 60 (2) SOLARGRAY+clear 8 35 7 15 029 0.27 1.6 0.32 0.28 1.50 : . SOLARBAN 60 (2) SO[fXlA+ Cum, 10 61 1B 6 12 . 029 027 . 1.6 029 0.25 1.40 ATLANTICJP + SOLARBAN 60 (3) clear 5 53 25 20 9 10 0.29 0.27 1.6 0.37 0.32 1.91 AZURIAa + SOLARBAN60 (a) Clear 13 54 21 9 7 029 0.27 1.6 0.36 0.31 1.71 GRAYL1TEa I7+ SOLARBAN 60 (3) Clear 1 7 4 9 7 029 0.27 1.6 0.36 0.31 1.74 OPnN GRA + SOLARSAN 60 (3) clear 10 50 23 4 5 0.29 0.27 1.6 0,14 0.13 0.54 PACIFIC! + SOIARBAN60 (3) Clea 5 34 15 8 15 029 0.27 1.5 0.40 0.35 1.43 SOLARBLUEP+ SOLARRAN 60 (3) Clear 10 45 21 6 7 0.29 0.27 1.6 D29 0.25 1.36 SOLARBRONZEa+ SOURSAN 60 (3) Clear 8 42 23 7 13 0.29 0.27 1.6 0.38 0.33 1.36 SOLARGRAl+ SOLARR411160(3) Clear 8 35 18 7 16 029 0.27 1.6 097 0,32 1.31 SOLEXiM a SOURBAN60 (3) Cigar 10 61 25 7 13 029 0.27 1.6 0.33 0.29 3.21 10 30 0.29 0.27 1.61 0.42 1 0.37 1 3.65 rr r t r VISTA GGOL (2) AZORU+ Low -E 11 42 16 321 0.29 0.27 VISTAl (2) Fill Ca+Law-E 4 26 12 11 1.6 0.30 0.26 1.62 I as 9 0.29 1 0.27 1.6 025 0,21 1.24 a • .a , SOLARCOOL (2) AZURIA+ L E 4 21, 8 19 10 0.29 0.27 SOLARCOOL (2) PACLFICA+ Lmv-E 2 13 6 10 1.6 0.19 0.17 1.24 SOL4R000t(2) SOLARBLUE+Lox.E 3 17 9 8 0.29 0.27 1.6 0.17 0.15 0.87 SOL1RCOM(2) SOLARBR(Xa78+twv-E 2 17 9 14 15 0.29 0.27 1.6 0.22 0.18 0.94 SOLARCOOL (2) SOURGILIY+ Lnx-E 2 14 8 14 18 0.29 0.27 1.6 0.21 0.18 0.94 SOLARCOOL t2) SOLEX1A+Lo, 3 2d f in 11 oa 14 0.29 0.27 1.6 0.20 0.17 0.82 • Data based on using SrAIMNAPE'a glass for both interior and exterior liter. - - o -"r A IAI 1 0.22 1 0.19 1 1,26 All performance data calculated using LBNL Window 6.3 software, except European U -value, which is calculated using Mihai version 3.0.1 software. Fs detailed information on the methodologies used to calculate the aesthetic and Perfomesnce values in this table, please visit xww.ppgideascapes.com or request our Architectural Glass Catalog, O 2014 PPS Industrial Inc. All dpMa resarrad. Ate, MN6 AarBy, pU'Bb AdoaSeaper, Oaawroofeobr, Ghollow, lhnionar, sobrb^ BbhrSW4 sessadidersol SPP6abreop7 So W0rM0W saleF sobara arta taft Suseam, Ybbaoal tis W6 Malo end dee PPG canned PahrluW Retook SM the IRC rAnObed ProRams m sgiat«edleadersa s of kbustries Old, Inc. Crede b 090 GN%Wmdis a cortk ion mark ranged by lies CM& to Gadle Products I7novc0on IutlWle. Bmdogibled WeOs Asn Fill a tradsntk A PPS Industries Ohio, Inc, PrilRed 7n U.SA. 7071 08/14 10M sal Mel Glass • Coatings . Paint J Glass Technology SINCE 1 8 8 3 v,ass i ecnmeal Document Glass Cleaning Recommendations PPG float glass is a durable product that can be maintained in satisfactory condition by regular cleaning using accepted good glass cleaning practices. Glass should be washed at frequent intervals, particularly during the project construction when the possibility of dirt, debris, and potentially harmful exposure to corrosive materials is high. Recommended In Cleanine Practice For all glass surfaces, except Solarcoolo and VistacooP coated glasses: LJ • Use a wash solution that includes a mild soap or detergent, or a slightly acidic cleaning solution. ✓ DO NOT use any additives that contain hydrofluoric acid, or have the possibility of forming hydrofluoric acid. Hydrofluoric acid will quickly and permanently damage the glass surface. ✓ DO NOT use harsh cleaners, abrasives or alkaline materials. Cleaning of tinted and reflective glass surfaces in direct sunlight should be avoided. The surface of the glass may be too hot to achieve satisfactory results and, in extreme cases, contact with cold water could lead to glass breakage. • Use clean, grit free cloths, together with the wash solution, to clean the glass. Sufficient wash solution should be used to ensure that debris can be removed without causing abrasion related glass damage. Remember, in addition to being a solvent for cleaning dirty glass, the wash solution acts as a lubricant to "float" loose debris off of the glass surface. ✓ Care must be taken to ensure that gritty dirt particles picked up by the cloth do not scratch the glass. • For best results, clean the glass beginning at the top and working down. • Immediately follow the washing with liberal amounts of clean rinse water. • Promptly remove excess rinse water with a clean, good quality squeegee. Squeegees must be in good condition, clean and undamaged. In particular, any debris must be removed from the squeegee to prevent possible glass damage. • Remove grease and glazing materials with commercial solvents such as xylene, toluene, Leptyne®, turpentine, mineral spirits or naptha. Immediately follow with a normal wash and rinse as described above. ✓ Be careful not to damage glazing or insulating glass unit seals by excess application of strong solvents. Page 1 of 3 PPG Industries, Inc. c Glass Technology SINCE 1 8 8 3 t7iass technical Document TD -142 ✓ Comply with all of the solvent manufacturer's directions concerning safety, proper handling, toxicity, and flammability warnings. ✓ It is strongly recommended that the glazing material and sealant manufacturers be contacted and asked for advice regarding the selection and use of appropriate solvents that will not harm their respective products. ✓ DO NOT use metal scrapers or tools to attempt to remove stubborn materials or stains. In extreme cases, a combination of the appropriate solvent and a PLASTIC scraper, carefully used, may work. If the glass is heat strengthened or tempered, even a plastic scraper may dislodge very small surface debris that has fused to the glass surface during the heat treating process and cause glass damage. You are encourage to refer to GANA publication TD -02-0402: Heat - Treated Glass Surfaces Are Different and GANA publication TD -01-0300: Proper Procedures for Cleaning Architectural Glass Products for a discussion of heat treated glass surfaces and for a more detailed discussion of the cleaning of heat strengthened and tempered glass. Cleanine Solarcool and Vistacool Coated Glasses Solarcool and Vistacool coated glasses can be cleaned using the previous recommendations except for the following: • Acidic cleaning solutions are not recommended. Use only mild soaps or detergents. • Abrasive cleaners, fluoride salts, or hydrogen producing compounds are not recommended. In addition, because fingerprints, stains, smears, dirt, scum, sealant residue, scratches, and abrasions are more noticeable on reflective glasses than on non -reflective glass, take extra care in handling and cleaning the glass. Finally, Solarcool and coated glass that is glazed with the coating exposed to the outdoors should be cleaned more frequently (a minimum of 3 to 4 times per year). Materials, such as rundown from metals and masonry, such as concrete, stucco, etc. should be cleaned from the glass as soon as they occur so that they are not permitted a long residence time on the coated glass surface. If such rundown is not quickly removed, permanent staining and/or glass damage may occur. It should be understood that while such rundown residue will be more noticeable on reflective glass, it can also occur with uncoated glass, resulting in similar permanent staining and/or glass damage. Page 2 of 3 PPG Industries, Inc. 11/BIY017 Configure - Vitro Glass Configurator Construct Home I Vitro Glazings Home I Contact Us A large amount of glazing mnfigurations means the perfect glass can as yours. This thermal and optical perunmaos data simulation tool ulllizes the industry aaepted software, Wnduw7.3 operated by Laurance Berkeley Metional laboratory (LBNL) using International Glozing Debbase (IGDB) 45. Select the number and INCImads of panes, air space width and gas, substrates, rgatlngs, hila and laminate oytiorar room the tables to nominal the ideal glazing for your "A Project- The laminates and frits available ler selection are what reside in the database ler use with the Windme 3 software. For more information on tool features, dick Catmaud IOU Help f! Select Glazing Configuration: Air,112' (12.7mm1 Singie Triple • Imperial Metric Installation Angle 90 ° d Manufacturer PPG Industries (now Vitro Architectural Glass) j t Laminate a Mon Laminate Thickness 6mm (1/4") I �Solarban/Sungate (Low -e Coating) frit i Solarcool�sfacool (Reflective Coating) Uncoated Glass Clear 6mm [IGDB * 50121 Selection Calculate- Compare Additional Products Reset C' a Surlaa 1 tftear thin [ifiDd &sale) SDIW larre M w Gear amm: (2) twos • a]M] ,Max 9 aradracts Compare J t nJl Ppafl i"t SdeNwrOtq on Cher emm 0.39 0.28 185 Met [�;F Aa 1? (123mm) T� A6 MOw gku a W age cmaguntlon me part Nme NFRC IGDB. T t'-Gna or more glees rorrPonanta of UM mr�gureaon ere cwt Pen of Die NFRC IGDB. Vi Vo Anchl[ecNml Glass 1 400 Guys Run Road Cheswick, PA 15024 USA 1 02001-2017 Ytm Flat Gass Ilc. - All Rights Reserved I Legal railces & privacy Policy Atlantis, ANda, Ghtyari, ]dea5ceses, Optlbtue, Opsigsy, Paclfiu, "dour an, she 5obrban Aogo, Sob oune, Sobsbonze, Solarcoot, Sobrgmy, Soleab, Starphim, the Starohire l09o. Sung im, Visbcooy Wim, the Vitro logo, and the Vitro Carolled network logos are registered Vademarks owned by Vitra. cradle to O die is a trademark of static. Glass suns represented are approximate. While Oitm has made a good tach effort to verify the reliability or Nis computer based tool, it may contain unknown programming errors that may result m incorrett results. The user is enmuraged to use good Judgment and report any ouesHonable results to Vitro for evaluation. The applicability and subsequent restafs of dam simulated by mea tool will be mmprorrusad If the user fails to input the correct information. Vitm makes no warranty or guarantee as to the results obtained by the user of this tool and assumes no resporfslbility for the accuracy M me dam tram non -Vitro manubcturem available for simulations in mils program. httpJ/catBWd.vi roglazings.coM 1/1 >a - «}a�\`cn.ECa■ � _o9 I ;,ao! _ w| z % § l\ °\ -#;■�ƒ w00 o«.«�/{! � 2}k }$ §}(k §kk�}k0 @ §§ ! CL 41 ! , - § 2t> ° k)P4 ■¢ Q �e § - � � ! � . ° ( \ � ® �! m NO _ \ o 0 ��' °§ Z } \{7 �' � k§ (} )k� /\� } - k ) `CL i �03 �-to C % �� |� . Q ! ( \ C §® \ i k 2 2 CL ( / � ƒ � b f J \} \kk/ I�\ \ aCL 2 R R ` « E tv'SERV we put more in - you get more out STANDARD LIMITED WARRANTY OF QUIKSERV CORP. PASS-THRU WINDOWS & DRAWERS Quiksery pass-thru windows and drawers manufactured by Quiksery Corp. (a Texas Corporation) are warranted under this Standard Limited Warranty to be free of manufacturing defects in workmanship and materials for a period of twelve (12) months from date of installation, excluding any glass in the window or fixed panels. Ordinary operational adjustments, normal wear and tear, or physical abuse, are not covered under this agreement. For valid warranty claims during the first (1) year after original installation, manufacturer, at its sole option, will repair or replace the defective product at no cost to you. All warranty work must be performed by an authorized Quiksery Service Representative. Any service performed by an unauthorized agent during the warranty period or any modifications made to the window or drawer by the user will void the warranty. This warranty is limited to products installed within the geographical boundaries of the United States and Canada. All damaged and/or replaced parts must be returned to Quiksery Corp. in order for us to honor the replacement as warranty. The above is limited warranty and the only warranty made by seller. Any and all other warranties of any kind whatsoever, including those for merchantability and/or fitness for a particular purpose are expressly excluded. Buyer agrees seller shall not be liable for any consequential damages even if seller has been advised of the possibility of such damages. QUIKSERV CORP. • 11401 BRUTMOORE PARK DRIVE, HOUSTON, TX 77041 • 800-388-8307 • 7734415882 • (f) 713-849-5708 • www.qutkserv-com 11/8/2017 Warranty Registration Quiksery Corp 11441 Brnlmmin, Park Dr. 1lauaton, TX 77041 Chad* Out Our clean ince Ramal WEDNESDAY,NOVEMUR OC2017 PRODUCTS WARRANTY REGISTRATION Custom Products Drive-Thru / Concession Windows WARRANTY GRD ONE YEAR LIMITED WARRANTY Pass-Thru Drawers Security Transaction Windows Owners Name: Store / Establishment Name: " Secure Package Receivers Address of Installed Quiksery Product: Air Curtains City: Deal Trays & Shelves State: * , ZIP code: " Intercom Systems Phone Number: " SALE ITEMSI Store Opening Date: Serial Number: Model Number: PRAT INFORIMATION Comments: Master Product Brochure Model Number Reference Custom Color Options Standard Product Warranty Please answer the following questions: A. What Influenced your purchase? Price Standard Return Policy Brand Name Warranty Registration Features Other C Quiksery Corp.. 11441 Brittmoore Park Dr. - Houston, TX 77041 Toll Free: 800-388-8307 Local: 713-649-5882 - Fax: 713-849-5708 For Parts & Service inquiries, email us at stmice®quikserv.cum For Sales inquiries, email us at sales®quikserv.ccm Office Hours: 7:30am - 4:30pm CST I Monday - Friday MISSION STATEMENT At Quikserv, our goal is to simply make Your pass-thru experience the best it can be. Whether you are the operator or the customer, we want you to enjoy your transaction experience thru a Quiksery product. We work tirelessly to provide the finest line of pass-thru / drive-thru products on the market. We manufacture standard product sizes as well as custom sized products to meet your building requirements. Quiksery is committed to excellence, superior craftsmanship, and impeccable customer service for each Quiksery product sold. You have our word. Jason T. Epps, Chairman and CEO http:/Avww.quikserv.coMindex.phpAvarranty-registration 1/2 • • • Series 250/400/550 Entrance Doors • Series 800/850 Durafront Doors • Platinum Series Doors • Balanced Doors • Thermal Entrances • Series 900 Terrace Doors • Series 2000 Sliding Doors • Accessory Hardware Toll Free Phone Service (800) 262-5151 Toll Free Fax Service (866) 262-3299 U.S. and Canada 'OIL YSALUMINUM usalum.com 02-A1 ENT CIL RANGES NNAWMINUM Specifications • series 250 • Series 400 SECTION 08 11 16 ALUMINUM DOORS AND FRAMES • Series 550 SERIES STILES .• RAIL 250 Narrow Stile 2" 50.8 2-1/8" (54) BOTTOM 1 3-3/16" (81) 1/4" (6) or 1" (25) (88.9) 3-3/16" (81) 550 Wide Stile 5" (127) 5-1/2" (139.7) 6-1/2" (165.1) 1/4" (6) or 1" (25) 6-1/2" 165.1) 114" (6) or 1" (25) A.D.A. Bottom Rail Option for Any Series 9-1/2" (241.3 I. GENERAL DESCRIPTION Work Included: The glazing contractor shall furnish all necessary materials, labor, and equipment for the complete installation of aluminum entrance doors, door frames, and hardware as detailed on the drawings and specified herein. Work Not Included: Structural support of the framing system, wood framing, structural steel, masonry, and final cleaning. QUALITY ASSURANCE For purposes of designating type and quality for work in this section, drawings and specifications are based on one of the following U.S. Aluminum Series 250, 400 or 550 Entrance Doors. OPTIONAL: Door shall have A.D.A. 9-112" (241.3) bottom rail. When substitute products are to be considered, supporting technical literature, samples, and drawings must be submitted 10 days prior to bid date in order to make a valid comparison of the products involved. If. PRODUCT MATERIALS Door members shall be extruded architectural aluminum 6063-T5 alloy and temper. Major portions of all door sections, except glazing beads, shall be nominal .125 (3.2) inch. Wall thickness of frame members shall be nominal .093 (2.4) inch. Screws, nuts, washers, bolts, rivets, and other fastening devices shall be aluminum, stainless steel or other non -corrosive materials. DOOR CONSTRUCTION Door stiles and rails shall be tubular sections accurately joined at comers with heavy concealed reinforcement brackets secured with bolts, screws, and then MIG welded. Doors shall have snap -in stops with E.P.D.M, glazing gasket on both sides of the glass. No exposed screws shall be permitted. Each door leaf shall be equipped with an adjusting mechanism, located in the top rail near the lock stile, which provides for minor clearance adjustments after installation. A hard -backed poly -pile weatherstrip shall be installed in both stiles of center hung single doors and in hinge Stiles of center hung pairs of doors. Offset pivoted or butt hung doors shall have weatherstripped doorstops at frame jambs and header. The active meeting stile of all pairs of doors shall have an adjustable astragal with a double line of weatherstripping. OPTIONAL: Door bottom rail will be weatherstripped with an E.P.D.M. blade gasket sweep strip applied with concealed fasteners. (NOTE: This option is required for high performance conditions.) OPTIONAL: Door bottom rail shall receive a concealed weatherstripped insert. HARDWARE Hardware for aluminum doors and door frames shall be the entrance manufacturer's standard. If custom hardware is to be furnished by others, templates and physical hardware must be submitted prior to any fabrication. FINISH All exposed framing surfaces shall be free of scratches and other serious blemishes. Aluminum extrusions shall be given a caustic etch followed by an anodic oxide treatment to obtain... (Specify one of the following). #11 Clear anodic coating #22 Dark Bronze anodic coating _#33 Black anodic coating A Fluoropolymer paint coating conforming with the requirements of AAMA 2605. Color shall be (Specify a U.S. Aluminum standard color). Ill. EXECUTION INSTALLATION All Items under this heading shall be set in their correct locations as shown in the details and shall be level, square, Plumb, at proper elevation and in alignment with other work in accordance with the manufacturer's installation instructions and approved shop drawings. All joints between entrance framing and the building structure shall be sealed in order to secure a watertight installation. Upon completion of the installation of the entrances, it shall be the contractor's responsibility to make all necessary final adjustments to attain normal operation of each door and its mechanical hardware. PROTECTION AND CLEANING After installation the General Contractor shall adequately protect exposed portions of the aluminum entrance work from damage by grinding and polishing compounds, plaster, lime, acid, cement or other contaminants. The General Contractor shall be responsible for final cleaning. Online usalum.com By Phone (800) 262-5151 Online crlaurence.com By Phone (800) 421-6144 CIL 03-A1 ■ALUMINUM ENTRANCES Technical Data Series 250 • see400 FOR 1/4" (6) OR 1" (25) GLAZING rls Series 550 As an industry leader in the manufacture of entrance doors and frames, U.S. Aluminum consistently builds products to meet the highest industry standards, ensuring years of reliable service. Job -tested, mechanically fastened and welded corner construction creates a rugged structural corner assembly. All doors offer clean lines and are supplied with unique Astral II push/pull hardware and maximum security locks. These entrances can easily accommodate a wide variety of custom hardware for specific job requirements. SERIES STILES •• RAIL 250 Narrow Stile 2" (50.8) 2-1/8" (54) BOTTOM 3-3/16" (81) Light to Moderate 400 Medium Stile 3-1/2" (88.9) 3-3/16" (8 1) 6-1/2" (165.1) Moderate to Heavy 550 Wide Stile 5" (127) 5-1/2" (139.7) 6-1/2" (165.1) Heavy A.D.A. Bottom Rail Option for Any Series 9-1/2" (241.3) Adjustable Astragal - All pairs of doors come with spring-loaded fully adjustable dual STANDARD FEATURES: Glass Stops - Pressure type glass stops (square or beveled) with E.P.D.M. glazing gaskets permit time saving installation of 1/4" (6) glass. Optional glass stops are available for 1 " (25) infills. Setting blocks for glass are preset at the factory. Adjustable Leveling Screw - A simple adjustment on the leveling screw, concealed in the top rail of the door, compensates for minor variances in door openings after installation. Adjustable Astragal - All pairs of doors come with spring-loaded fully adjustable dual weathered astragals for optimum air resistance. Binding or gaps at the meeting stiles Series 250 - Narrow Stile can be easily corrected by simple adjustments. The full length dual weather stripping (Offset hung on the astragal is not interrupted by the deadlock. door shown) ACCESSORIES: Hinging Hardware Offset Pivots for Single Acting Doors Butt Hinges for Single Acting Doors Concealed Center Pivots for Use With Double Acting Doors Closers Exposed Overhead Concealed Overhead Floor Series 400 - Medium Stile Panic Exit Devices (Center hung door mown) Conventional Cross Bar Mid -Panel Panic Vanguard Security Astragal - See page 16-A1. MAXIMUM RECOMMENDED DOORS SIZES: 48" (1.219 m) X 96" (2.438 m) ' Requires special hardware. Please consult with factory. Series 550 - Wide Stile (Offset hung door shown) Online usalunrl By Phone (800) 262-5151 Online crlaurence.com By Phone (800) 421-6144 04-A1 40L ENTRANCES ■�AI.UMINUM Door Features and Options FEATURES 250 .. NARROW• Single Glaze 1/4" (6) • • SERIES I 00 .DURAFRONT • • 850 • Dual Glaze 1 " (25) • • • i ! Narrow Stile • Push Bar Champagne PR03225 Pull Medium Stile Mm{mVm aE¢r. 1 ppgi. • • Wide Stile • • Light to Moderate Traffic ! • Moderate To Heavy Traffic ® • • Heavy Traffic • • • • Heavy To Abusive Traffic • Dual Weatherstrip Meeting Stiles • ! ! t ! Adjustable Astragal • • ® ! ! Swing Out • • ® • Swing In • • • • Double Acting • • • ® ! Vanguard Security Astragal Optional Optional Optional Optional Optional Mid -Panel Panic Optional Optional Optional Optional Optional 3/16" (4.8) Wall Thickness • t A.D.A. Compliant Optional Optional Optional Optional Optional /SM112 STANDARD PUSH/PULL HARDWARE Clear Push/Pull Standard on Clear Anodized Doors and Painted Doors. Champagne Push/Pull Standard on Bronze and Black Anodized Doors. Push Bars are made from 1' (25) diameter solid aluminum with a 2-1/2' (63.5) projection at lock stile. Pull Handles are made from 1' (25) diameter, soli inum with a 9" (229) centerline attachment and 2-1/2° (63.5) projection. 'Push/Pull Hardware is sold7�= les you must order a quantity of two. Mr ■ Standard Push Bars sh/Pull\ JW' Optionaf Pulls PR094N Push Bar Clear PR03425 Push Bar Champagne MNlram orUe�, t pun NOTE: Other Push/Pull Hardware Available see pages 01-A9 and 02-A9. P1403211 Pull Clear PR03225 Pull Champagne MlnlmUlil pthv 1pdc� Online usalum.com By Phone (800) 262-5151 Online crlaurence.corn By Phone (800) 421-6144 PRO3411 Push Bar Clear PR 11 Pull Clear PROS1425 Push Bar Champagne PR03225 Pull Champagne Mm{mVm aE¢r. 1 ppgi. P1403211 Pull Clear PR03225 Pull Champagne MlnlmUlil pthv 1pdc� Online usalum.com By Phone (800) 262-5151 Online crlaurence.corn By Phone (800) 421-6144 06-A1 41L ENTRANCES LUMINUM `typical DetailsMedium Stile I II I FOR 1/4" (6) OR 1" (25) GLAZING T1 Series 400 PUSH BARS PULL 9 37_,/2" T 42" T CYL q T (952) 34" (1087) 34" CENTER HUNG OFFSET HUNG DOOR DOOR MS300 MS3DO MS300MS400 MS350/DN350 34" � �� 0 14 .5) 3-1/2" –..I �-- 1/2' (rypJ CENTER HUNG DOORS 7-3/18" (88.9) (12.7) (182.6) _moi Single Door Meeting Stiles for Pair of Doors MS500 MSS00 =�Mffl 1-3/4' (41) 3-1/2" ~ (88.9) —� Single Door MSSDO MS400 MS350/DN350 OFFSET HUNG DOORS 7.3/16" (182.8) —� Meeting Stiles for Pair of Doors I 3-3/16" 0-101 M-550 1/4" (6) Glazing (TYp.) See page 15-A1 for options 1-314" WS195 T WS100 9-1/2" (241.3) 6-1/2" (165.1) Standard Special Bottom Rail Top and Bottom Rails to Comply With A.D.A. NOT TO SCALE Online usalum.com By Phone (800) 262-5151 Online crieurence.cotn ey Phone (800) 421-6144 II�ALUMINUM crlaurence.com • usalum.com Standard Materials LIMITED WARRANTY AND LIABILITY United States Aluminum ("USAL') warrants for a period of two (2) years from the date of shipment that the materials supplied by USAL shall be free from defects that substantially impair product operation or performance, provided that the materials are used in an appropriately designed application and are installed and maintained in strict accordance with all applicable safety codes, building standards and USAUs recommendations. This warranty is limited to defects appearing within two (2) years from the date of shipment and written notification defining such defect must be received by USAL within that two year period. USAUs sole responsibility to provide a remedy under this warranty shall be limited to either a refund of the purchase price of the product, or to repair or provide a replacement of the product. The refund, repair, or replacement shall constitute the limit of USAUs liability and obligation for any material defect or defect in workmanship in the product. USAL reserves the exclusive right to select any one of the above mentioned remedies. This warranty is exclusive, and USAL makes no other warranty, express or implied, including without limitation, any implied warranty of merchantability or fitness for a particular purpose. In no event shall USAL be liable under any legal theory (including but not limited to contract, negligence, strict liability in tort, or warranty of any kind) for any indirect, special, incidental, consequential, or exemplary damages (including, but not limited to, lost profits). THIS WARRANTY SPECIFICALLY EXCLUDES ENTRANCE DOORS WHICH EXCEED OUR MAXIMUM RECOMMENDED SIZE OF 48" X 96". Warranty of Outside Suppliers—Items manufactured by others and supplied by USAL carry the manufacturer's warranty only. In replacing defective items manufactured by others, USAL is not responsible for charges relating to freight or labor. AVOSMISTMOW MATERVIS IINALUMINUM GELS crlaurence.com • usalum.com Anodized Finishes LIMITED WARRANTY AND LIABILITY This warranty is in addition to US Aluminum's standard product warranty. US Aluminum ( "USAL'� warrants for a period of five (5) years from the date of shipment that all exposed anodized aluminum furnished by USAL and specified to be processed to Aluminum Association Standards (AAM 12C22A31, A34, A41 or A44) shall conform to the following, provided it is installed in and exposed to normal atmospheric conditions. The said aluminum will not develop excessive fading or excessive non-uniformity of color, and will not crack, peel, pit, or corrode, all within the limits defined as follows: "Excessive fading" means that all change in color during the period of this warranty shall not exceed 10% or a value of 4, whichever is greater, above or below the original limits of acceptable color range for the color specified. Color is expressed in units of color measures (Delta E) derived by photo -electric trisinulus colorimetry as described by circular B-429 of the National Bureau of Standards. "Excessive non-uniformity" means non-uniform fading during the period of this warranty to the extent that adjacent panels have a color difference greater than the original limits of acceptable color expressed in the same system of color measurement described above. "Will not pit or corrode " means that there shall be no pitting or other type of corrosion discernible by the naked eye from a distance of 10 feet resulting from the natural elements in the atmosphere at the project. This warranty applies only if such anodized material is installed in strict accordance with USA -Us recommended practices and maintained in accordance with American Architectural Manufacturers Association (AAMA) publication number 609 & 610-09 "Cleaning and Maintenance Guide forArchitecturally Finished Aluminum ". AnRM/MODaED FINI S 115ALUMINUM crlaurence.com • usalum.com Anodized Finishes continued LIMITED WARRANTY AND LIABILITY This warranty does not cover, and USAL hereby expressly disclaims, all liability for and with respect to any material which has been subject to unnatural atmospheric conditions, aggressive chemicals, abuse, alteration, modification, neglect, misuse, abnormal use, accident, fire, war, flood, earthquake, or acts of God. USAUs sole responsibility to provide a remedy under this warranty shall be limited to either a refund of the purchase price of the defective product, or to repair or provide a replacement of the defective product. The refund, repair, or replacement shall constitute the limit of USAUs liability and obligation for any material defect or defect in workmanship in the anodized finish. This warranty is exclusive, and USAL makes no other warranty, express or implied, including without limitation, any implied warranty of merchantability or fitness for a particular purpose. In no event shall USAL be liable under any legal theory (including but not limited to contract, negligence, strict liability in tort, or warranty of any kind) for any indirect, special, incidental, consequential, or exemplary damages (including, but not limited to, lost profits). AVM06Z(MMQEO FINISHES DOW CORNING CORPORATION Material Safety Data Sheet DOW CORNING(R) 795 SILICONE BUILDING SEALANT, BLACK Page: 1 of 8, 1. IDENTIFICATION OF THE SUBSTANCE AND OF THE COMPANY Dow Corning Corporation 24 Hour Emergency Telephone: (989) 496-5900 South Saginaw Road Customer Service: (989) 496-6000 Midland, Michigan 48686 Product Disposal Information: (989) 496-6315 CHEMTREC: (800) 424-9300 MSDS No.: 01595709 Revision Date: 2002/11/20 Generic Description: Silicone elastomer Physical Form: Paste Color: Black Odor: Slight odor NFPA Profile: Health 1 Flammability 1 Instability/Reactivity 0 Note: NFPA = National Fire Protection Association 2. OSHA HAZARDOUS COMPONENTS — CAS Number Wt % Component Name 1185-55-3 1.0-5.0 Methyltrimethoxysilane The above components are hazardous as defined in 29 CFR 1910.1200. 3. EFFECTS OF OVEREXPOSURE Acute Effects Eye: Direct contact may cause mild irritation. Skin: No significant irritation expected from a single short-term exposure. Inhalation: Vapor overexposure may cause drowsiness. Oral: Low ingestion hazard in normal use. Prolonged/Repeated Exposure Effects Skin: Repeated or prolonged exposure may cause irritation. Inhalation: No known applicable information. Oral: Repeated ingestion or swallowing large amounts may injure internally. Signs and Symptoms of Overexposure No known applicable information. Medical Conditions Aggravated by Exposure No known applicable information. DOW CORNING CORPORATION Material Safety Data Sheet DOW CORNING(R) 795 SILICONE BUILDING SEALANT, BLACK Page: 2 of 8 The above listed potential effects of overexposure are based on actual data, results of studies performed upon similar compositions, component data andlor expert review of the product. Please refer to Section 11 for the detailed toxicology information. 4. FIRST AID MEASURES Eye: Immediately flush with water for 15 minutes. Skin: No first aid should be needed. Inhalation: Remove to fresh air. Get medical attention if ill effects persist. Oral: Get medical attention. Comments: Treat according to person's condition and specifics of exposure. 5. FIRE FIGHTING MEASURES Flash Point: Not applicable. Autoignition Not determined. Temperature: Flammability Limits in Air: Not determined. Extinguishing Media: On large fires use dry chemical, foam or water spray. On small fires use carbon dioxide (CO2), dry chemical or water spray. Water can be used to cool fire exposed containers. Fire Fighting Measures: Self-contained breathing apparatus and protective clothing should be wom in fighting large fires involving chemicals. Determine the need to evacuate or isolate the area according to your local emergency plan. Use water spray to keep fire exposed containers cool. Unusual Fire Hazards: None. Hazardous Decomposition Products Thermal breakdown of this product during fire or very high heat conditions may evolve the following hazardous decomposition products: Carbon oxides and traces of incompletely burned carbon compounds. Nitrogen oxides. Silicon dioxide. Formaldehyde. Metal oxides. Sulfur oxides. Iodine compounds. Quartz. 6. ACCIDENTAL RELEASE MEASURES DOW CORNING CORPORATION Material Safety Data Sheet FDOW� CORNING(R) 795 SILICONE BUILDING SEALANT, BLACK Page: 3 of 8 Containment/Clean up: Observe all personal protection equipment recommendations described in Sections 5 and 8. Wipe up or scrape up and contain for salvage or disposal. Clean area as appropriate since some silicone materials, even in small quantities, may present a slip hazard. Final cleaning may require use of steam, solvents or detergents. Dispose of saturated absorbant or cleaning materials appropriately, since spontaneous heating may occur. Local, state and federal laws and regulations may apply to releases and disposal of this material, as well as those materials and items employed in the cleanup of releases. You will need to determine which federal, state and local laws and regulations are applicable. Sections 13 and 15 of this MSDS provide information regarding certain federal and state requirements. Note: See section 8 for Personal Protective Equipment for Spills. Call Dow Corning Corporation, (989) 496-5900, if additional information is required. 7. HANDLING AND STORAGE Use with adequate ventilation. Product evolves flammable methyl alcohol when exposed to water or humid air. Provide ventilation during use to control exposure within Section 8 guidelines or use air-supplied or self-contained breathing apparatus. Avoid eye contact. Avoid breathing vapor. Keep container closed. Do not take internally. Use reasonable care and store away from oxidizing materials. Keep container closed and store away from water or moisture. 8. EXPOSURE CONTROLS / PERSONAL PROTECTION Component Exposure Limits CAS Number Component Name Exposure Limits 1185-55-3 Methyltrimethoxysilane Dow Corning guide: TWA 50 ppm. Also see methyl alcohol comments. Methyl alcohol forms on contact with water or humid air. Provide adequate ventilation to control exposures within guidelines of OSHA PEL: TWA 200 ppm and ACGIH TLV-skin: TWA 200 ppm, STEL 250 ppm. Engineering Controls Local Ventilation: Recommended. General Ventilation: Recommended. Personal Protective Equipment for Routine Handling Eyes: Use proper protection - safety glasses as a minimum. Skin: Washing at mealtime and end of shift is adequate. Suitable Gloves: No special protection needed. Inhalation: Use respiratory protection unless adequate local exhaust ventilation is provided or air sampling data show exposures are within recommended exposure guidelines. Industrial Hygiene Personnel can assist in judging the adequacy of existing engineering controls. DOW CORNING CORPORATION r� Material Safety Data Sheet DOW CORNING(R) 795 SILICONE BUILDING SEALANT, BLACK Page: 4 of 8 Suitable Respirator: General and local exhaust ventilation is recommended to maintain vapor exposures below recommended limits. Where concentrations are above recommended limits as determined by air sampling or are unknown, appropriate respiratory protection should be worn. Follow OSHA Respirator Regulations (29 CFR 1910.134) and use NIOSH/MSHA approved respirators. Personal Protective Equipment for Spills Eyes: Use full face respirator. Skin: Washing at mealtime and end of shift is adequate. Inhalation/Suitable Respiratory protection recommended. Follow OSHA Respirator Regulations (29 CFR Respirator: 1910.134) and use NIOSH/MHSA approved respirators. Protection provided by air purifying respirators against exposure to any hazardous chemical is limited. Use a positive pressure air supplied respirator if there is any potential for uncontrolled release, exposure levels are unknown, or any other circumstance where air purifying respirators may not provide adequate protection. Precautionary Measures: Avoid eye contact. Avoid breathing vapor. Keep container closed. Do not take internally_ Use reasonable care. Comments: Product evolves flammable methyi alcohol when exposed to water or humid air. Provide ventilation during use to control exposure within Section 8 guidelines or use air -supplied or self-contained breathing apparatus. Note: These precautions are for room temperature handling. Use at elevated temperature or aerosol/spray applications may require added precautions. 9. PHYSICAL AND CHEMICAL PROPERTIES Physical Form: Paste Color: Black Odor: Slight odor Specific Gravity @ 25"C: 1.52 Viscosity: Not determined. Freezing/Melting Point: Not determined. Boiling Point: Not determined. Vapor Pressure @ 25°C: Not determined. Vapor Density: Not determined. Solubility in Water: Not determined. pH: Not determined. Volatile Content: Not determined. Note: The above information is not intended for use in preparing product specifications. Contact Dow Corning before writing specifications. 10. STABILITY AND REACTIVITY Chemical Stability: Stable. DOW CORNING CORPORATION Material Safety Data Sheet FDOW� CORNING(R) 795 SILICONE BUILDING SEALANT, BLACK Page: 5 of 8 Hazardous Hazardous polymerization will not occur. Polymerization: Conditions to Avoid: None. Materials to Avoid: Oxidizing material can cause a reaction. Water, moisture, or humid air can cause hazardous vapors to form as described in Section 8. 11. TOXICOLOGICAL INFORMATION Special Hazard Information on Components No known applicable information. 12. ECOLOGICAL INFORMATION Environmental Fate and Distribution Complete information is not yet available. Environmental Effects Complete information is not yet available. Fate and Effects In Waste Water Treatment Plants Complete information is not yet available. Ecotoxici Classification Criteria Hazard Parameters (LC50 or EC50) High Medium Low Acute Aquatic Toxicity (mg/L) <=1 >1 and <=100 >100 Acute Terrestrial Toxicity<=100 >100 and <= 2000 >2000 This table is adapted from "Environmental Toxicology and Risk Assessment', ASTM STP 1179, p.3 , 1993. This table can be used to classify the ecotoxicity of this product when ecotoxicity data is listed above. Please read the other information presented in the section concerning the overall ecological safety of this material. 13. DISPOSAL CONSIDERATIONS RCRA Hazard Class (40 CFR 261) When a decision is made to discard this material, as received, is it classified as a hazardous waste? No State or local laws may impose additional regulatory requirements regarding disposal. Call Dow Corning Corporate Environmental Management, (989) 496-6315, if additional information is required. 14. TRANSPORT INFORMATION DOT Road Shipment Information (49 CFR 172.101) Not subject to DOT, iWiTYMWIFI i� DOW CORNING CORPORATION ,-� Material Safety Data Sheet DOW CORNING(R) 795 SILICONE BUILDING SEALANT, BLACK Ocean Shipment QMDG) Not subject to IMDG code. Air Shipment (IATA) Not subject to IATA regulations. if 15. REGULATORY INFORMATION Page: 6 of 8 Contents of this MSDS comply with the OSHA Hazard Communication Standard 29 CFR 1910.1200. TSCA Status: All chemical substances in this material are included on or exempted from listing on the TSCA Inventory of Chemical Substances, EPA SARA Title III Chemical Listings Section 302 Extremely Hazardous Substances: None. Section 304 CERCLA Hazardous Substances: None. Section 312 Hazard Class Acute: Yes Chronic: No Fire: No Pressure: No Reactive: No Section 313 Toxic Chemicals: CAS Number Wt % Component Name 69991-68-0 —3.0 Antimony chromium manganese titanium brown rutile Supplemental State Compliance information California Warning: This product contains the following chemical(s) listed by the State of California under the Safe Drinking Water and Toxic Enforcement Act of 1986 (Proposition 65) as being known to cause cancer, birth defects or other reproductive harm. None known. DOW CORNING CORPORATION Material Safety Data Sheet DOW CORNING(R) 795 SILICONE BUILDING SEALANT, BLACK Massachusetts Wt % Component Name CAS Number Wt % Component Name 471-34-1 40.0-70.0 Calcium carbonate 7631-86-9 3.0-7.0 Silica, amorphous 546-93-0 1.0-5,0 Magnesium carbonate New Jersey <=3.0 Antimony chromium manganese titanium brown rutile CAS Number Wt % Component Name 471-34-1 40,0-70.0 Calcium carbonate 70131-67-8 30.0-60.0 Dimethyl siloxane, hydroxy -terminated 63148-62-9 7-0-130 Polydimethylsiloxane 7631-86-9 3.0-7.0 Silica, amorphous 69991-68-0 <=3.0 Antimony chromium manganese titanium brown rutile 14808-60-7 <=0.8 Quartz 1333-86-4 <1.0 Carbon black Pennsylvania CAS Number Wt % Component Name 471-34-1 40.0-70.0 Calcium carbonate 70131-67-8 30.0-60.0 Dimethyl siloxane, hydroxy -terminated 63148-62-9 7.0-13.0 Polydimethylsiloxane 7631-86-9 3.0-7.0 Silica, amorphous 69991-68-0 <=3.0 Antimony chromium manganese titanium brown rutile 16. OTHER INFORMATION Page: 7 of 8 DOW CORNING CORPORATION r® Material Safety Data Sheet DOW CORNING(R) 795 SILICONE BUILDING SEALANT, BLACK Page: 8 of 8 Prepared by: Dow Coming Corporation These data are offered in good faith as typical values and not as product specifications. No warranty, either expressed or implied, is hereby made. The recommended industrial hygiene and safe handling procedures are believed to be generally applicable. However, each user should review these recommendations in the specific context of the intended use and determine whether they are appropriate. (R) indicates Registered Trademark