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BGHC2017-007 Integrity Plastering - Pasco Specialty Kitchen Contract
COMMUNITY DEVELOPMENT DEPARTMENT 509-545-3441 / FAX 509-545-3499 sU, ZVA tys, Sas Nu1Crtr 1'HIHO AVENUE, PASCO, WASHINGTON 99301 November 16, 2017 INTEGRITY PLASTERING 206104 E FINLEY RD KENNEWICK, WA 99336 DEAR MS. MARTINEZ: SUBJECT: NOTICE TO PROCEED - TRANSMITTAL OF EXECUTED CONTRACT BGCA2017-007 356 PSK FACADE IMPROVEMENT PLASTER RESTORATION Attached please find one fully executed contract for the subject contact dated November 13, 2017 in the amount of $19,044.52, 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, ks"'z— Dan Dotta, Interim Director Administrative & Community Services Enclosures: /arp cc: BGCA2017-007/Project File Dean Pollick, ACS w/o Attachment Vault COMMUNITY DEVELOPMENT DEPARTMENT 509-545-3441 /FAX 509-545-3499 P.O. 13OX 293, 525 NOKIH THIM) AVENUE, PASCO, WASHINGTON 99301 November 8, 2017 INTEGRITY PLASTERING 206104 E FINLEY RD KENNEWICK, WA 99336 Attention: MS. ELIZABETH MARTINEZ: Subject: BGCA2017-007.356 PSK FACADE IMPROVEMENT PLASTER RESTORATION —NOTICE OF AWARD Please be advised that the City of Pasco has accepted your bid for the subject project in the amount of $19,044.52. INTEGRITY PLASTERING (not including WSST) is hereby awarded the contract. Enclosed is the bid bond your company submitted for the above referenced solicitation. 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 Ll 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 Department Enclosure: Bid Bond, Check #1677, $725.87 Cc: BGCA2017-007 File Dean Pollick, Project Manager CONTRACT DOCUMENTS BGCA2017-007 356 PSK FACADE IMPROVEMENT PLASTER RESTORATION CITY OF PASCO PROJECT MANUAL NO. CP4.PF.8R.16.02 COPY 3568 FSK rVkCAM-02E CM PROVE 7 PROJECT � M.PD IJ AR. L 6.02 TABLE OF CONTENTS CP4.PF.8R.16.02 356 PSK FACADE IMPROVEMENT PROJECT INVITATION FOR BIDS 2. VICINITY MAP 3. INFORMATION FOR BIDDERS Qualification 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 7. 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 SPECIFICATIONS & DRAWINGS Plaster fabrication & restoration (Facade) Metal fabrication, welding & signage (Canopy) Windows & doors (store front glass) Electrical (related work) 1 EOTO\RG 11. CONSTRUCTION DRAWINGS -SUBMITTALS TOC SECTION 1 INVITATION FOR BIDS ATTENTION CONTRACTORS INVITATION FOR BIDS - RE -BID Pasco Specialty Kitchen Facade 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 facade 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 http://www.pasco- wa.gov/bids.aspx?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, 2nd 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 VECENEi'II'Y MAID VICINITY MAP 110 S 4T" Ave 1 II 1 � w dif r Ar Plot" i � o i ��) . �� �e � � ' � � ��� �ii � �� � � . 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 PASCO SPECIALTY KITCHEN And has carefully examined specifications, plans, laws, and ordinances covering 356 FACADE IMPROVEMENT PROJECT - PLASTER FABRICATION & RESTORATION 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 ITOWAW"M A". . . ��ME M, .. I / A NFRMM! ���� 11 [. 1 ♦IL05 � Ml WVA► r _- SUBTOTAL 11, ()x,52 SALES TAX , 5 Z'1) . t'`p GRAND TOTAL P-7 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) & DATED AT THIS SIGNED: PRINTED NAME: NAME OF COMPANY: ADDRESS: TELEPHONE: MEWC)WAA STATE CONTRACTOR'S LICENSE NO.: l V)ka P -))` RL-) P-2 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 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 represent and warrant that the work to be performed by them constitutes approximately percent of the total dollar value of said contract. of work to be performed by Prime Contractor: FIRM: NAME: ADDRESS: TELEPHONE: EMAIL: SD- t SECTION 5 WX CONTRACT SMALL WORKS ROSTER BGCA2017-007 356 PSK FACADE IMPROVEMENT PLASTER RESTORATION THIS CONTRACT is made and entered into this 13 day of November, 2017, by and between the City of Pasco, Washington, a Municipal Corporation, hereinafter referred to as "City", and INTEGRITY PLASTERING, 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 from its small works roster, and the Contractor being duly qualified as a Contractor on the small works roster 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 10 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 1 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 Scope 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. 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 _ �E6- 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: PITMANA@PASCO-WA.GOV 9.3.2 For the Contractor: INTEGRITY PLASTERING, or his/her designee 206104 E FINLEY RD KENNEWICK, WA 99336 CONTACT: ELIZABETH MARTINEZ EMAIL: INTEGRITYPLASTERING@HOTMAIL.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) In 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 "Pt '1/;t6— DAN DOTTA, INTERIM DIRECTOR ADMINISTRATIVE & COMMUNITY SERVICES 525 N THIRD AVENUE PASCO, WA 99301 CONTACT: DEAN POLLICK EMAIL: POLLICKDna PASCO-WA.GOV TELEPHONE: (509) 528-1262 CITY OF PASCO, WASHINGTON DAV LL, PASCO CITY MANAGER CONTRACTOR RIM'S i W MI'm 206104 E FINLEY RD KENNEWICK, WA 99336 CONTACT: ELIZABETH MARTINEZ EMAIL: INTEGRTTYPLASTERING(a HOTMAIL.COM TELEPHONE: (509) 212-8631 _ REGISTRATION NO. FEIN: Cntract — Small & Limited Public Works Roster CQontract — Small & k0t&d Public Works Roster Page 6 SECTION 6 GENERAL CONDITI®NS (HUD -FUNDED PROJECTS) and Federal Labor Standard Provisions Form HUD -4010 ME Section GENERAL CONDITIONS Contents Subject Section Subject I . Contract and Contract Documents 2. Definitions 3. Additional Instructions and Detail Drawings 4. Shop or Setting Drawings 5. Materials, Services and Facilities 6. Contractor's Title of Materials 7. Inspection and Testing of Materials 8. "Or Equal" Clause 9. Patents 10. Surveys, Permits and Regulations H. Contractor's Obligations 12. Weather Conditions 13. Protection of Work and Property -- Emergency 14. Inspection 15. Access to Records 16. Reports, Records and Data 17. Superintendence by Contractor 18. Changes in Work 19. Extras 20. Time for Completion and Liquidated Damages 21. Correction of Work 22. Subsurface Conditions Found Different 23. Claims for Extra Costs 24. Right of Owner to Terminate Contract 25. Construction Schedule and Periodic Estimates 26. Payments to Contractor 27. Acceptance of Final Payment as Release 28. Payments by Contractor 29. Insurance, Contractor's 30. Contract Security 31. Additional or Substitute Bond 32. Assignments 33. Mutual Responsibility of Contractors 34. Separate Contracts 35. Subcontracting 36. Architect/Engineer's Authority ATTACHMENT 7.1 (1) 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 27 Accident Prevention.......................................45 Additional or Substitute Bond .......................31 Additional Instructions....................................3 3 Affirmation Action Requirements ................. 81 Allowances..................................................... 36 Americans with Disabilities Act of 1990.......84 33 Architect's Authority ..................................... 36 Assignments.................... ............................... 32 Bond, Security................................................30 Bond, Additional or Substitute ......................31 40 Breach in Labor Standards ............................. 69 Changes in Work............................................18 25 Claims for Extra Cost.....................................23 Completion Time...........................................20 Condition, Subsurface....................................22 Conflicting Conditions...................................42 Construction Schedule...................................25 75-77,82 Contract Documents ......................................... I Contract Security...........................................30 ...........79 Contract Termination ..................................... 71 Contractor's Insurance...................................29 Contractor's Mutual Responsibility...............33 Contractor's Obligations ................................ I 1 Contractor's Title to Materials .........................6 34 Correction of Work........................................21 Damages, Liquidated ..................................... 20 Data, Reports and Records .............................16 Debarment...................................................... 71 ATTACHMENT 7-1(2) ..........................................41 Ineligible Subcontractors...............................67 Inspection.......................................................14 Inspection of Materials.....................................7 Insurance........................................................29 Labor Standards, Breach of ...........................69 27 Lands and Rights-of-Way..............................40 Legal Provisions, Implied..............................44 Liquidated Damages.......................................20 3 Lower Income Resident Employment ............ 83 Materials, Services and Facilities .....................5 Member of Congress Interest .........................47 33 Non-discrimination in Employment ........ 75-77, 83 Notice and Service Thereof ............................43 .....68 Obligations of Contractor...............................11 "Or Equal" Clause............................................8 40 Owner's Right to Terminate ..........................24 Patents .............. N Payments by Contractor.................................28 Payments to Contractor..................................26 27 Periodic Estimates..........................................25 Permits, Surveys and Regulations..................10 Photographs of the Projects ............................50 3 Prohibited Interests.........................................48 16 Protection of Lives and Health.......................45 Protection of Work and Property...................13 33 Provisions Required by Law..........................44 Provisions to be Included in Subcontracts .....68 Quantities of Estimate....................................39 Rehabilitation Act, Section 504 .....................77 40 Debris Removal.............................................38 Release of Contractor ..................................... 27 Definitions........................................................2 Removal of Debris.........................................38 Detail Drawings ............................................... 3 Reports, Records and Data ............................. 16 Different Subsurface......................................22 Responsibility of Contractor .......................... 33 Discrimination, Employment...............75-77,82 Right of Owner to Terminate ......................... 24 Drawings, Detail..............................................3 Rights -of -Way ............... ................................. 40 Emergencies...................................................13 Schedule of Construction ............................... 25 Employment of Lower Income Residents ...... 76 Section 3 of HCD Act of 1968 .......................78 Employment Practices...................................70 Section 109 of HCD Act of 1974...................75 Equal Employment Opportunities ........... 75-77,82 Section 504 of Rehabilitation Act..................77 Equal Opportunity Clause, EO 11246 ...........79 Security, Contract...........................................30 Estimated Quantities......................................39 Segregated Facilities, EO 11246....................80 Extras.............................................................19 Separate Contracts .......................................... 34 Federal Labor Standards Provisions ..............72 Services, Materials and Facilities ..................... 5 Final Payment Acceptance .............................27 Shop Drawings ................................................. 4 Section 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 Subsurface Conditions...................................22 Superintendence by Contractor .....................17 Surveys, Permits and Regulations .................10 Suspension of Work.......................................51 ATTACHMENT 7.1(3) Section Termination of Contract..............................24, 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 Use of Premises..............................................38 Use Prior to Owner's Acceptance..................49 Weather Conditions........................................12 71 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 persomiel, 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) 18. 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 terns of subparagraph 18(c) of the General Conditions, the Contractor shall famish 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 terms 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 fumished 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 famished 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 200' 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 30`h 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 50'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. If 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. 33. 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 Il 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 detennine to be reasonably necessary. ATTACHMENT 7.I (ti) 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 famish 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 pennit 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 tenninate 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 (1) 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 debarment 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 performed 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. 1701 u. 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 acid 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 federally -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; (5) 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 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. (f) 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)(1)(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 rates conformed under 29 CFR 5.5(a)(1)(11) 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. (ff) (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 rale and fringe benefits therefor only when the following criteria have been met: U.S. Department of Housing and Urban Development Office of Labor Relations (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 thearea 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 1215- 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)(ii)(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. (fit) 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 (0612000) 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 hifo,llwww.dol.gov/esa/whd/forms/wh347iistr.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. (t) 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)(8) 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)(8) 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)(ii), 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 form HUD -4010 (00/2009) 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 registered program shall be observed. Every apprentice (e) The weekly submission of a properly executed must be paid at not less than the rate specified in the the certification set forth on the reverse side of Optional Form registered program for the apprentice's level of progress, WH -347 shall satisfy the requirement for submission of the expressed as a percentage of the journeymen hourly rate "Statement of Compliance" required by subparagraph specified in the applicable wage determination. A.3.(ii)(b). 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 States Code. listed on the wage determination for the applicable (Iii) The contractor or subcontractor shall make the classification. If the Administrator determines that a records required under subparagraph A.3.(i) 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 (11) 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 (i) 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 they are employed pursuant 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 (0612009) Page 3 of 5 ret. 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. (fit) 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 prevalling 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. 8. 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. (I) 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. (til) 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 In 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. S. 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 of 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 tours 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$10foreach 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. Previous editions are obsolete form HUD -4010 (0612009) Page 4 of 5 ref. Handbook 1344.1 (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 98). 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 (06/2009) Page 5 of 5 ref. Handbook 1344.1 SECTION 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 Wage 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 $38.16 7B 1M Franklin Laborers Brush Hog Feeder $38.16 7B iM 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 $38.16j 7B 1M Franklin Laborers Chain Saw Operator 8 Faller $38.70 7B 1M Franklin Laborers Clean-up Laborer $38.16 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 77B 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 ft Position Machine) $38.43 7B iM Franklin Laborers Drills With Dual Masts $38.98 7B 1M Franklin Laborers Dry Stack Walls $38.16 7B iM 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 $38.16 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" $38.16 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 $38.70 7B 1M 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 $40.351 7B 1M Franklin Laborers Powderman Helper $38.43 7B 1M Franklin Laborers Power Buggy Operator $38.43 7B 1M Franklin Laborers Power Tool Operator, Gas, Electric, Pneumatic $38.43 7B 1M Franklin Laborers Railroad Equipment, Power Driven, Except Dual Mobile $38.43 7B 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 RodderFt Spreader $38.431 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 iM Franklin Laborers Timber Bucker Ft 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 Trenchless Technology Technician $38.70 7B 1M Franklin Laborers Truck Loader $38.161 7B 1M Franklin Laborers Tugger Operator $38.43 7B 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 7B 1M Franklin Laborers lWheetbarrow, Power Driven 1$38.431 76 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 - $2.00 Zone 1: within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1 .....................$ 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 .....................5 27.96 13.55 GROUP 8 .....................$ 29.06 13.55 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone 1: 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 IRONWORKER (Ornamental, Reinforcing and Structural) ...... $ 32.89 ---------------------------------------- LAB00238-014 06/01/2017 Rates LABORER: Mason Tender - Brick ... $ 26.76 ----------------------- LAB00238-023 06/01/2017 Fringes 24.56 ------------ Fringes 11.30 ------------- 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 20.68 TEAM0690-008 --------- 06/01/2017 ------------ Rates Fringes Truck drivers: (ANYONE WORKING ON HAZMAT JOBS SEE FOOTNOTE A BELOW) ZONE 1: LEWISTON ZONE CENTER GROUP 3....................$ 26.07 17.30 GROUP 4....................$ 26.40 17.30 GROUP 5....................$ 26.51 17.30 GROUP 6....................$ 26.67 17.30 GROUP 7....................$ 27.21 17.30 GROUP 8....................$ 27.53 17.30 ZONE 1: PASCO ZONE CENTER GROUP 3....................$ 26.07 17.30 GROUP 4....................$ 26.40 17.30 GROUP 5....................$ 26.51 17.20 GROUP 6....................$ 26.67 17.30 GROUP 7....................$ 27.21 17.30 GROUP 8....................$ 27.53 17.30 ZONE 1: SPOKANE ZONE CENTER GROUP 3....................$ 26.07 17.30 GROUP 4....................$ 26.40 17.30 GROUP 5....................$ 26.51 17.30 GROUP 6....................$ 26.67 17.30 GROUP 7....................$ 27.21 17.30 GROUP 8....................$ 27.53 17.30 Zone Differential For ZONE 2: ( Zone 1 +$2.00) BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston 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. 5/13/2019 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 Classification(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 08/29/2019. 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. 08/29/2019 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.) Ali 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 compliance (marked with an asterisk) are required to be sent to the City for review all to be submitted through the prtme 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 9=1overs should check each of the following statements as being true If any statement is not true the rnnrr t w forspecial guidance. III. BEFORE CONSTRUCTION BEGINS EACH CONTRACTOR 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): 1. Wage Decisions (State & Federal) Ak 2. Notice to Employees (WH 132 1) 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 ioume ana nrentice or laborer. • If ioume man, he is to be paid journeyman's minimum wage rate or more. �! • If apprentice, 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. u 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 anplicable to any of the work which he performs unless the following 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. j� p 3. The payroll shall be signed by the workman or a signed copy of 9 ` the daily time record shall be attached thereto. G. Inform each worker of his hourly wages (not less than the minimum wage rate rate for his work that is stated in the wage decision). 1. 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). 3. 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. 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. 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 (Form 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 Number. 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." 5. Project and Location. Name of project and city in which located is stated. ATTACHMENT 9-C (4) iLA M ATTACHMENT 9-C (5) 6. Column I – Worker's name as it appears on his paycheck is stated. _V 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. —y"--- 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 n and are signed by the affected workman. fCX/ 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. 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. t ATTACHMENT 9-C (6) NOTE: Average Pav to Two Classes of Work Not Accented. 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. Helper. 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 (1101% 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 1 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. f�( The following information must be provided on the back of the payroll— (Form W11-347). 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. —, � k:)� Co tract r Contractor/Subcontractor Contractor/Subcontractor Contractor/Subcontractor Contractor/Subcontractor Contractor/Subcontractor Cc: Labor Compliance Enforcement File [PROJECT NO] II I Date Date Date Date Date Date SECTION S FORMS.) REPRESENTATIONS AND CERTIFICATIONS 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. 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. Department 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): 1. Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clause ❑ YES 4 NO 2. Compliance Reports were required to be filed in connection with such contract or subcontract. ❑ YES q NO 3. Bidder has filed all compliance reports due under applicable instructions, including SF -100. ❑ YES 9E-' 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 NO Name and Title of Signer (please type) Sign ture Date ATTACHMENT 7-C SUBCONTRACTOR CERTIFICATION REQUIRED BY EXECUTIVE ORDER 11346 U.S. Department of Housing and Urban Development CERTIFICATION OF PROPOSED SUBCONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY Name of Prime Contractor Project Number 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 subcontractor shall be required to submit a compliance report before the owner approves the subcontract or permits work to begin under the subcontract. SUBCONTRACTOR'S CERTIFICATION Name and Address of Subcontractor (include zip code): 1. Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clause ❑ YES ❑ NO 2. Compliance Reports were required to be filed in connection with such contract or subcontract. ❑ YES ❑ NO 3. Bidder has filed 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 ❑ NO Name and Title of Signer (please type) Signature Date NOTE: If a subcontract is under $10,000, this form is not re uired. Contractor Compiloance Form CDBG HOME NSP Programs ATTACHMENT 7-G THIS FORM MUST BE COMPLETED BY ALL GENERAL CONTRACTORS AND SUBCONTRACTORS PROVIDING BIDS. Development Address: Name WA License No: EIN: Women Business Enterprise (WBE)? Minority Business Enterprise (MBE)? ❑ No Yes ❑ No[Yes if yes, enter racial/ethnic code from below: bidding as a: ❑General Contractor ub-Contractor, indicate General Contractor name: _ Current number of employees: 102 Current number of women employees: I Current number of minority employees: If minority employees enter racial/ethnic code from below: Code: 1 2 3 4 5 6 Number: T Total Dollar amount of Bid: $ exceeds $100,000, complete Section II). i I ILiU �.+• .�.•. aa. •vcvv "31=0 wncn Ulu WAlatluS iUU UUU (must comply with section 3 requirements) Number of employees to be hired for this contract Number of Low -Income Project Area Residents (L.I.P.A.R.) 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 (J 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 HIRING. TRAINING. PROMOTTNG. suar the following actions: Nondiscrimination in RECRUITING, rRACTING, DEMOTION, LAYOFF, and/or TERMINATION. Generbl ConXragtor/Subcontractor Signature I Date 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 RFPORTIN(_ CUlW.Vtn.TRT l77n71 rnivmn r rc rye nnn win � To Be Filled Out By Subrecipient/Contractor Contract Number Address including Zip Code: _ (]W SubrecipienUContractor: WA04 99301-5320 Amount of award/contract Address including Zip Code: � n � _ IttA FI,Oevl l z/� q Date: 1 I I-] Signature: 1) I have been awarded a contract or agreement from CDBG E NSP ds of $25,000 and over, Yes No 2) I had a gross income, from all sources, over $300,000 in the previous tax year. ❑ Yes U 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 question 1, COMPLETE THE FOLLOWING AND RETURN WITHIN 5 DAYS Project Location 110 S 4 Avenue Address including Zip Code: Pasco, WA 99301 Congressional district WA04 99301-5320 Amount of award/contract Award title descriptive of the funding action Certified Commercial Kitchen Facility Rehabilitation - Fleecing 351'C-2016-5-9 V=aF A 'S REQUIRED: DUNS number 4. REQUIRED (Contractors Only): 5. Central Contractors Registration (SAM) To Be Filled Out By City Staff number SAM must be updated every year) 0 CDBG Entitlement CDFA 14.218 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 RETURN WITHIN 5 D Total compensation and names of top five AYS. 1. executives. (Complete if you answer yes to questions 3, 4 and 5 above 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 Partnershi 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/webfomi/index.jsp • 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: httl)s://www.sam.izov/nortal/public/SAM/ DIRA WENG S & SPCEFICATIONS CF.NFRAi, PR0 FC"T NOTES I. SCOPE OF WORK: Work to Inriude, but not be limited b, (1) Removal (as Irdcated In drawings) of edstirog siding materials' to prepare for aloPlicatan of new tin masonry veneer and new olastomeric EIFS finishes; (2) Installation of tin masonry veneer siding; (3) Installation of new ergines, rigid cable supported, metal awrdrgcanopy assemflles; (4) lighting and elaoldcat work (new Itg. fixtures): (6) New wall and Made signage. 2. GENERAL: Verify all dimenslom and existing conditions at site prior to construction. In case of discrepancy, written dimensions will govern those measured directly on Drawings. Changes, omissions or subsitntions are not permitted without written approval of the Architect. All well woes shown on Planus to be 45 deg. unless otemdse noted on Drawings. Architect rd Drawings do not apply to stuto ural requirements of any pre-engineered building elements OR engineered structural components. Design loading per IBC 2015 edition, as spedted In awning manufactrees spedicaiens, 8 as req'd by governing enures. 3. GOVERNING CODES: Al work described by these documents shall be Performed in full accordance with all applicable codas, Inekrtng but not limited to the following : 2015 International Existing Building Code, 2015 International Fire Coda, 2015 National Edecirfoal Code, all as adopted by the City of Pasco. 4. CONTRACTOR'S RESPONSIBILITIES: Contactorshall review these plans ihmouqhty, make a debited site visit, anal shall Immediately bring any irxmnsisfanoy, site layout problem, or any other request for dariicaiton b the acdtect for resolution prior to the delivery of any bid. Failure to do so shall rause the Contractor to be ineliglbte for extras iced for 14 srx,4n maters. Contractor sinal) OD with all lades b provide oomplete woftg systems. Drawings of existing facilities are, In general, dlagranmatio. Exact locations shall be defenrdned by the Cwtirador from field measurements taken by Cordrauiors personnel, Actual arrangement of the work shall blow locators shown on the drawings within the constraints of edsing equipment and construction. Dimensions shall govern tense drawings and they are not to be scaled. Drawing and nobs to drawings are correlative aid have equal authority and priority. Should there be discrepancies in themselves or between been, Contractor shall base old pricing on the most expensive combination of quality and/or quanity of the work Indioeted. In the event of discrepancies, the apprnpdale 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. Contactor Is responsible for the safety, aoions and conduct of his employees and ids subcontractors, employees while in the project area, adjacent areas and in the Bidding and Its vidnity. 5. WARRANTY: Alt workmanship, medal, and equIpmenn shall be guaranteed for one year torn date of Owner acoeplove. Any failure or deterioration wAtdn this period shall be corrected by the contractor at the contractors expanse. 6. SUBSTITUTIONS: Requests to sthstitute any product, technique, ormaterial shall be submitted In writing to Arc Itect forappmoval. Samples. product Inbrmaten, and drawings shall be required prforto subsituion approval. proposed substilution shall be of equal qualty and performance spedication to that originally specified. 7. MANUFACTURER`S INSTALLATION INSTRUCTIONS: All materials, finishes, mane b0lured items, and equipment shall be Installed in full amordaece with t e suppliers or ma7da*ffees written remrnmarriailon or tare documents, whichever Is more sttrgent. S. THIN MASONRY VENEER: Verhw Lkdt properties: Precesf veneer urdts eansistirg of portand cemeni, lightweight aggregates, and mineral oxide pigments. 1. Compressive Strength: ASTM C 192 and ASTM C 39, 5 sample average: greater than 1,800 psi (12.4MPa). 2. Shea Bond: ASTM C 482:50 psi. 3. Water Absorptio m IBC Staxfad 15-5: Less than 22 percent 4. Freeze -Thaw Test: ASTM C 67: Less than 3 percent weight loss aid no disintegration, 5. Thermal Resistance: ASTM C 177: 0.473 at 1.387lnohes thick. D. Molstra Bader: [ASTM D M. Type 1, No. 15, ronparf rater) asphalt-satrated felt paper] . E. Reinforcing: [ASTM C 847, 2.5lb/yd. gaMadzed expanded metel lath]; [ASTM C 847.3,41b, galvanized 34r rib lath]; or [ASTM C 1032,18 gauge woven wine mesh] complying with code agorCyrequirements for the type of substrate over which stone veneer Is installed. F. Moria: I. Cement Any cement complying with ASTM C 270. 2. Lime: ASTM C 207. 3. Saud: ASTM C 144, natural or manulactrred sand, 4. Color Pigment: ASTM C 979, minaret oxide pigments, 5. Water: Potable. 6. PwPackaged Latex-Portand Cement Mortes ANSI A118.4. G. Bonding Agent: Exterior integral bonding agent meeting ASTM C 932. H. Sealer. Water based slane or sloxahe masonry sealer I. Project Bidders to maintain a maxim= allowance of $24MF for material 8 labor. S. STUCCO FINISH: New dastorxeric coating over existing EIFS siding. Remove dri, mildew, any loose sand use parfo uisr care if Pourer washing, to not force water Into joints and any crooks. power washing should be done with plain water without cleaner or bleach added. Use a quality acrylic orsillcordzed caulk to seal any crooks and openings. allow the douk to dry over night, and make a second application if necessary. Apply a masonry primer kir 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; or a 110D% acrylic latex elastanedc wail coaling, applied in two heavy coats. 10. METAL ROOFING: Provide and Install min. 28-ga. ribbed metal awning rod ing panels, complying with UL 2218, Class 4 Impact Resistance, UL 790, Clams A Fire Resistance Rating, and UL 5W, Class 90 Wind Uplift Constriction #181. Finish to be Kyn r 500® resin based coalirg, odor as Irxicated in plans. 11. PAINTI NG: Materials for use within each paint system shall be cornpaflble with one another and substrata indicated, urger conditions of suvice and application as demonstrated by manufacturer. based on resting and Held experience. Examine substrates and conditions, with Applicator present, for oompliaxe wllh rerplreme nts form axirnuum nglstre content and other conditions affecting p uce of fie Work. Comply with manuthcirerS written x mum mol and recanmerhdaipns in `MPI Architaciral Painting Specification Mwural' applicable to substrates and paint systems indicated. Remove hardware, covers, piales, aid simfa items already in place fret are removable and arc not to be painted. If removal is impactdoal or impossible because of size or weight of item, provide surface-applied protection before surface preparation and paining. After completing painfrg operafans, use workers skilled In the trades Involved to reinstall items drat were removed. Remove surtaos applied protection if any. Apply paints acomdng to manuthctimu's written instructions and recommendations In 'MPI Architectural painting Specification Manuel.' Apply paints to produce surface films without cloudiness, spoiling, holidays, laps. brush maks, idler aadcirg, rinks, sags, ropiness, or other surface inperfecioxns. Cut in sharp likes and odor break 12. METAL FLASHING: Provide 22 gauge counter galvanized metal flashing, wil h hemmed � lip at bottom, along all horizontal cuts in existing EIFS sidng areas, wRhem new canopy support frames are Inst drip 13.SEALANTS: Provide exteiajdM sealerhtsby a sire manufacturer, with application and use compliant with work standards and mfr`s. recanmendafom. Pia to InstallirgJdnt sealants, field test adhesion to joint substrates ruing ASTM C 1193 Method A or method recommended by maoufacuaer. Verity adwsion is adequate. Modify joint Preparation recommendations for failedjolnts and m-test. 14. SPECIALTY: Provide and install (2) Pass•fru (Delve-up) window units wsitin existing staciont pends, as shown on drawings, and in accordance with man ufacuers reel irements. Units to be delivered Uy-assembled and ready to Install and include: 114' clew tempered safety glass Weather resistant and sealed to protect tom the dements • Dark bronze corrosion resistant material: ahpdized aluminum Manual operation upon (rower failure • Maximum security hook-bolt looks ETL Listed. Size and type to be field verified pia to installation. 15. ELECTRICAL: Any eieddcai work to eornply with NEC requirements. Verify at cUrn ons pia to Insffifaiohs. H �1 be Cmtrador s resporhsibdiiy to coordinate Proper tight fxtue types, receptacles and wiring between such with rcensef eleebiden. 2015 WSEC mandates that ightkg for exteriorapplications odor than emergency fghirg that is Intended to be automatically off dxirg building operation, lighing spedically rWAred to meet heats and life sedety, regdlremeft, or decorative gas igfikg systems shall: 1. Be provided with a control that automatically leans oft the fghirg as a function of avaiable daylight 2. Where lighting the building fapade or landscape, the lighting shall have oentds that automatically shut of the lightig as a function of dawnldus k and a set opening and dosing fine. 3. Where not covered in Ham 2, the ighhing shat have controls configured in a lcmatcaly reduce the connected lighhtig power by at least 30 percent from no later than 12 midright to S a.m. or from ac tour are business dosing to one hour before business opening or during any period wf a n no activity has been defaced for a time of no lager roan 15 minutes. Time switches shall be capable of retain progranmig and the time so filing during loss of Power for a period of at least 10 hers. PROJECT DATA SCOPE OF WORK: Work to include, but not be Invited to (1) Removal (as Indicated in drowirgs) of existing siding nwenais, to prepm 1'or applicoiDn of new thin masony veneer and new elastornoric EIFS finishes; 2j Installation of thin wa sonry veneer siding; 3j Installation of new engineered, rigid cable supported, metal marring canopy Assenblies; (4) Ughting and electrical work (naw IV. fixtures); (5) Now wag and blade signage. ARCHITECT: TATE ARCHITECTURE 7815 W. River Blvd. Pasco, WA 99301 (509) 542-8786 fax (509) 544-9483 Devi E. Tate Registratlon No. 5757 e-mail: talearch@charter.net ZONE: C-2 OCCUPANCY/CONSTRUCTION TYPE: W' (no change of Occupancy) TYPE Via Construction 1Sbry (Stuoco 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 Electrical Code, 2014 Edition • Washington State Amendments to the building codes WAC -Titre 51.50 ICClANSI Al 17.1-2039 Amer. National Standard -Accessible & Usable Building Faciili es GOVERNING AUTHORITY: City of Pasco Planning Department: 1(509) 543-5739 525 N. Third Avenue, Pasco, WA 99301 Contact: Angle Pitman SPECIAL INSPECTIONS: ' Except as otherwise noted in Plans, no special Insixt dons will be required for this Project, in swordenoe with IBC 2015, Chapter 17, Sectuin 1704. NO. $HEFT DESCRIPTION REVISED A01.7 FACADE UPGRADE PLAN; VICINITY MAP NOTES A02.1 ELEVATIONS, COLOR LEGEND A03.1 WALL SECTION • 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 rSW"I 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'N 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). 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 DESIGNERTRIMS 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 sprayfoam 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 Tit, wiring and national and local electrical and SLD LED building codes. • Proprietary Slot -N -Lock quick installation system for junction box installation • T bracket with Slot -N -Lock 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 to Title 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 over time 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 ® ff l .5 Rnerm ENERGY STAR^ Certified Rodum Li¢ Can be used m comOh with Cali urnion le 24 High EM.W reauiremenLL. Cetlified In C•librnieiille 20 Appllena EMdenry Delaesas. E:7•N Aawwing amines withwide SLD 1200 Series SLD6128xxWH 80CRI 2700K, 3000K, 3500K, and 4000K SLD6129xxWH 90CRI 2700K, 3000K, 3500K, and 4000K fire Surface LED Downlight High Lumen 1200 Series Suitable for ceiling or wall electrical junction boxes Suitable for 5" & 6" recessed housing retrofit (IC, Non -IC & AIR-TITE—) ENERGY DATA s0 CRI 90 Cal I , ) �•TTA IECC ter. 4VMZ V4* WSECtan Input Vosage 120V 12MV I' 8a1IDIl Referm ENERGY STAWCwtfied Pnducu lin. Can be used W wmpty with CallfamiaTiee E4 Nen-Realdenfial 400DK Lighting Comrda reyulnmena •e a LED wminWa ® ff l .5 Rnerm ENERGY STAR^ Certified Rodum Li¢ Can be used m comOh with Cali urnion le 24 High EM.W reauiremenLL. Cetlified In C•librnieiille 20 Appllena EMdenry Delaesas. E:7•N Aawwing amines withwide SLD 1200 Series SLD6128xxWH 80CRI 2700K, 3000K, 3500K, and 4000K SLD6129xxWH 90CRI 2700K, 3000K, 3500K, and 4000K fire Surface LED Downlight High Lumen 1200 Series Suitable for ceiling or wall electrical junction boxes Suitable for 5" & 6" recessed housing retrofit (IC, Non -IC & AIR-TITE—) ENERGY DATA NOMENCLATURE SLD02139WH 612 = 6" SLD 1200 Series 8 =>80 CRI 30 =3000K WH = Matte White TD518010EN 8/07/2015 s0 CRI 90 Cal Wrens (400a( tools) 1215 1000 Input Vosage 120V 12MV Frequency 50/60 HE 50/80 Hz Input Current 0.12A 0.12A Input Power 14.9 W 14.8 W Effi000K (4cy WWOR Maptea) 821MN 68WIV THD 520% Power Factor 20.90 TAtment -30-+40-C Sound RatingC AessA NOMENCLATURE SLD02139WH 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 overtemperature 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 and trim adjustment. Consult dimmer manufacturer for compatibility and conditions of use. (Note some dimmers require a neutral in the wallbox.) DIMENSIONS 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 NFPA@ 70, NEC® 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) • Elyll : meets FCC 47CFR Part 15 Class B limits, and is suitable for use in residential and commercial installations 7.79" 9" 7.]9' 121.46mm1 1197.S7mm] ]" [t].28mm] • 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 20 Appliance 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 STAR@ 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 ORDERING INFORMATION SAMPLE NUMBER: SLD612927WH SLDBTRMSN Junction Bax Installation: Ormalchmion box separately, as supplied by others, to complete installation. Recessed InalelM m: Order Halo recessed housing separately to complete installation. SL0612=6" Sunoco LED Downlight, 120V 8=60 CHI ;27=2700K WH=White Designer Trims j 1200 Series 9=90 CRI ! 3o -3000K a5=3500K 140=4000K I i i I SLD6128xxWH SLD s 129nuWH SLD 1200 Series SLD6128xxWH 80CRI 2700K, 3000K, 3500K, and 4000K SLD6129xxWH 90CRI 2700K, 3000K, 3500K, and 4000K 6" Surface LED Downlight High lumen 1200 Series Suitable for ceiling or wall electrical junction boxes Suitable for 5" & 6" recessed housing retrofit 11C, Norl & AIR-TITE—) Fit over the SLD for a designer finish SLDWIRMSN=6" SLD Satin Nickel SLDBTRMTBZ=6' SLD Tuscan eromm SUESTRMwN=6" SLD White (pslntable) 'SLD accessory trims attach whh permanent adhesion and are not loterchargeble atter lnstallardon J -Boz Spacer Extension Rho Add 15/16" di when SLD ddver cannot fit Into Installed Junction box SLDeE%T=8° Surface LED J -Box Wender.9S" Co. RAD Adapters When junction box Is mounted Rat on a calling or beam surface (not recessed in ceiling) SLDBRAD=B' SLD Round Surface J -Box Adapter, 7.92" O.D. (for "nor routs or octagon Junction boxes.) SLD9SADPLT=6" SLD Square Surface J -B. Adapter Plate (For 4-11 square junction boxes, use wRh SLD6RAD.) Spere Parts SLD6ACCKrr=6' Accessory Parts Replacement Kn (Scr"losse adapter, torsion springs, Mom blades) SLDBBRKT=6" Junction Box Brecket & Screws ( Refer to SLD Accessories specfRca6on sheet for further Information. FITON Powadngswlnea WorhNiEa SLD6129xcWH SLD6129xxWH The SLD6 is UL Listed in Halo and All -Pro recessed housings, and is UL Classified for use with gny 5 or 6 inch diameter recessed housing constructed of steel or aluminum with an internal volume that exceeds 107.9 in' 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 Catalog Number LED r H5501CAT, H550RICAT H7501CAT, 11750RICAT, H750T, H750TCP, H27501CAT Halo LED Retrofit Enclosures HALO 6fr ML7B%RFK, ML7E26RFK Compatible Halo Incandescent E26 Screwbase Housings HALO�� 5 ffHSICAT, HSRICAT, HST, HSRT, HUM, H251CAT 6 H71CAT, H7RICAT, H71CT, H7RICT, H7ICATNB, H71CTNB, H7T, H7RT, H7TNB, H7TCP, H7UICT, H7UICAT, H271CAT, H27RICAT, HH27 H27RICT, H27T, H27RT Compatible All -Pro Incandescent E26 Screwbase Housings ALL -PRO 511 E1500AT, E1500RAT, ET500, ET500R it 6 E1700AT, E1700RAT, E1700, E170013, E1700ATNB, 1117000, E17000, E1700UAT, ET700, ET700R, EI2700AT, E12700, E12700R, ET2700, ET2700R FaT*lam rm�se�Hroem o COMPATIBLE WITH EATON'S CROUSE -HINDS JUNCTION BOXES TP316 w... 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 2-1/8" (102mm x 102mm x 54mm) COMPATIBLE WITH MANY OTHER JUNCTION BOXES* 4" octagon light fixture/fan steel box 4" x 4" x 2-1/8' (102mm x 102mm x 54mm) 4" round new work non-metallic light fixture/ fan box 4" diameter x 2-3/16" (102mm x 56mm) in, 4" octagon steel box 4"x 4'x 1-1/2" (102mm x 102mm x 38mm) 5LD6128xxwN SLD6129nxwH • TP316 - for non-metallic cable • TP317 - for metal clad cable • UL Listed • Suitable for two-hour fire -rated ANSVUL 263 when properly installed in a fire -rated ceiling or wall • Refer to www.crouse-hinds.com IV 4" square deep steel box 4' square standard 4" x 4" x 2-1/8" steel box (102mm x 102mm x 54mm) 4'x 4" x 1-1/2- (1 02mm -1/2'(102mm x 102mm x 38mm) *X 40 4Y 3-1/2" round new work non-metallic ceiling box 3-1/2" diameter x 2-3/4" (89mm x 70mm) 4' round new work non-metellic box wtth hanger bar assembly 4' diameter x 2-3/16' (102mm x 56mm) 3-1/2" round old work 4" round surface mount box non-metallic box 4" diameter x 1-1/2" 4-1/4" O.D. flange, 3-1/2" I.D. x 2-5/8" (102mm x 38mm) (108mm O.D., 89mm I.D. x 67mm) Requires SLD6RAD adapter 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. EXeN iwrenrq awmwrbrMtiEe U -Mice PRODUCT DATA SLD6128xxWH SLD6129xx WH SLD612827WH 80 2700 1100 14.8 74 SLD612830WH 80 3000 1150 14.8 78 SLD612835WH 80 3500 1200 74.8 gi SLD612840WH 80 4000 1215 14.8 82 SLD61292 WWH 92 2700 880 14.8 59 SLD612930WH 92 3000 925 14.8 63 SLD612935WH 92 3500 965 14.8 65 SLD612940WH 92 1 4000 1000 14.8 68 Performance values are presented as typical for the model(s) indicated. Field results may vary. SLD612827WH - 80 CRI rig facts,_ wnarowttwm.l „N wan 11A 111 mr 31 SLD612027WH - SO CRI ightidg facts- u.xwma6w.m,1 Nb 70 8ww 1M t,ww Mwm Rwc.01 NA6 u� r.'r�avw W aln SLD612830WH - 80 CRI l�-i6tingfacts° Wmpa0wl�mw�1 „N wnm xe ,wxm p.ewtt2xk A h1at r•rrrxra.,>r.r..�..s SLD61293OWN - 00 CRI lg,6tirig facts° LHwOwW.M1wnm., Nb w.m faA 1+mw MwN NA u.wrr�iaw N MMYre�rru.w�y.r, 1m r�wwrerr. r r ew nw..e uw. ENT N bb,°" • 1121 Hghw M Sarth P:77 V Bug 6430268 Specif oonianabje P:>)p-0B.o. dimenab shoo subject to Poxennp Bmineu HbrNaide w.w+,eelon.mirylgMinp tl+enpe wimoN notice. SLDS12835WH - 80 CRI ligStnig facts° upn,uwnM1wmsl ,Nb wm tab ..ewmwea..1, NAb SLD612935WH - 90 CRI fighting facts° 11Ma O,�Ma6mrml N1 wm. tM lwiw p�eloa W+Yuxyi N3 � N r�Mmm.rrruw°mr°r. SLD612840WH - 80 CRI iglitn g facts° wHarowa...m, ING 1xy 14.8 Wn°rpw Mm lgpexeYl 82" m. SLD6120AOWH - 90 CRI �glit�rig facts° �H«�wMm wm lurppp W wa09xx�w1 1 14A 91.61 MMYre�rru.w�y.r, RESELLE A R E H I T E L T U R A L L 1 O H T I H O PROJECT: PSK Facade Remodel Catalog #: 3100-121-40-120V-XwfI-BZ Type: `WP' Date: 10/13/17 Prepared By: D. Tate - D 4 - Tessera 310OLEDWall Mount Lighting MODEL LED MODULE COLOR TEMPERATURE VOLT DISTRIBUTION OPTIONS 3100 12L 1121 meo /ts 9L 14.101S, 40' 4000K 120' SP 19* spot 35 3500K 208 FL 30°flood 30 3000K 240 WFL 45" wide flood 27 2700K 277 VWFL 94°very wide flood NAT natatorium PB pencil beam INTERIOR/EXTERIOR COLOR 90 90 CRI WT white texture SC surface urace wiring BT black texture box DIM dimming (0- 10y) SM silvermetallic AN aluminum natural NAT natatorium construction BZ bronze WP(_') wall plate GM gunmetal (specify 6, 8 or 10 WS white satin SM black matte RAL specify no. *Standard configuration unless otherwise Specified 'Nominal LED Power 'Delivered lumens (4000K 80CRI), 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 Materials All aluminum construction, stainless steel tamper resistant hardware, acrylic lens. Electrical Components Constant current driver 350mA or 250mA, -30°C star8ng temperature, Luxeon COB LED with Zhaga compliant socket, 80 CRI standard. Optional dimming driver compatible with IEC60929:2006 0-10V ballast controls. MOUNTING The 310OLED series is designed for wall mounting. The design allows for mounting in the uptight or downlight positron. The LED driver Is Integrally fixed to a mounting plate and designed to fit Into a 4- octagon i -box (by others). The LED driver supplied with the fixture uses 4.5 cubic inches Of J -Box volume. Suitable J -Box examples are 15 cubic inch capacity Ibervllle 1004, 1504, 54151 or 55151 (not included). Optional surface wiring box suitable for 1r2" conduit feed. Optional wall plate available to cover mounting surface, 6, 8 or 10" square. Maximum fixture weight 4 lbs. w rebellelighting.com 02017RESELLE Alirightsreaented. R17 Spedgcetionssublecltocrangewithoulnogce. 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 magnMer lens. PROTECTION The 3100LED 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. A R C M 1 T E C T V R A L L I O N T I N G Tessera 3100LED '10001 'Based on 3100-12L Top Plate Mounting 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 Frame 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 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 wafts 9.64 watts 96.5 Lumen Multipliers I 3500K-0.962 3000K-0.944 2700K-0.923 90 CRI -0.842 'Based on system power +Nat applicable with PB optic w .nsbellelighling.wrn ® 2017 REBELLE All rights mserveri. R17 Spmifjwaons subject to change without notice. INSIGHT CYNDER EXTERIOR SHAPING THE EXPERIENCE OF LIGHT ARCHITECTURAL DOWNLIGHT & UPLIGHT WHITE LIGHT PROJECT: PSK Facade Remodel Catalog #: CYNE/21/30K/75/WMD/INT1/NO/TBR/CRF Type: 'WP' Date: 10/13/17 Prepared By: D. Tate k . I Wall, Downlight Wall, Uplight+Downlight Ceiling OPTICS 20° 40° 75° 100" ASYMMETRIC COMING SOON IED COLOR/CCT 2700K 3000K 3500K 4000K 1 CRI 80 CRI IS STANDARD OPTIONAL 90+ CR1 PERFORMANCE 4000K, 80 CRI 125° C AMBIENT) LUMENS 3 EFFICACY WATTAGE LUMENS EFFICACY(ImNV) 7W 8201m low 11501m 001in 1170m/W 122+0 /W 1 14W 101m/ I 21W 214, 001m 7004 01m/W 211N WMENMAINTENANCE 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-IOVDIMMING DMX DMX READY PHYSICAL HOUSING EXTRUDED ALUMINUM HOUSING, POWDER-COATED PAINTED SEMI-GLOSS FINISH LENS TEMPERED GLASS WEIGHT 11- FIXTURE ONLY. 7 LBS (3 2 kg) b" FIXTURE ONLY 14 LBS 16.4 kg) CERTIFICATION ETL/CETL APPROVED FOR WET � LOCATIONS c(FIp) �i0}iS dir �GL <OYI[MYT m,sP R _n WARRANTY 5YEAR LIMITED Lumen measurement fasted m accordance w1 i IES LM-79{18 _ Insight Lighting. Specifications are subject to change without notice. CVNE - WHITE LIGHT 4341 Fulcrum Way NE, Rio Rancho, NM 87144 Tel: 505 345.0888 / Website wwn.insightlighling.com Rev. 07/27/17 Page I of 3 INSIGHT SHAPING THE EXPERIENCE OF LIGHT CYNDER EXTERIOR ARCHITECTURAL DOWNLIGHT & UPLIGHT WHITE LIGHT ORDERING INFORMATION _ UP LIGHT OR DOWN LIGHT PREFIX WATTAGE LED OPTICS MOUNTING VOLTAGE CONTROL FINISH OPTIONS COLOR/CCr OPTIONS DYNE 7 3K 20° CMD=Ceiling,Downlighl IllNO=Nodlmmlrjq TW=TeluredWMa H=High CRI, 90+ CYNDER 10 14 ]O0K 36K ,40• 76° YVAID=Wail, Downlight SI7Z-277V D011=0- 7W dimming TBL=exturd CRF=Caaosion EXTERIOR TN-Te4urad Nmurd ct Resistant Finish SERIES 21 40K YYAMI=WaII,Uplight D,mlmiglcudrol, TBR-Tmmrederons ASY ASY are required. Order TILB=T-ased LgH&ome CRF is recommended for ASY=Asmmeai- seporately. TS-TeAsred Smdsone coastal or extreme Distribution CC=iimarn COlCre exterior environments COMINGSOON 'Conrad fadory for custom colors. Additional charges will apply. ORDERING EXAMPLE CYNE 21 /27K/ IW-/WMD/INTI /NO/8L/H UPLIGHT & DOWNLIGHT_ PREFIX WATTAGE IED OPTICS MOUNTING VOLTAGE CONTROLOPTIONS FINISH OPTIONS COLOR/ T CYNE UP TDOWN - 116!17: LIGHT ; UPP� LIGHT. LIGHT ; LIGHT! LIG14T WW -Wok UpigH&DovnJgH III=120V NO -No dat TW=TerturedVvhne H - High CRI, 90+ INT2-277V DIM-070Vdimming TN-T"uredebrk CRF -Corrosion 7 7 27K 27K EXTERIOR EXTERIOR I70%I TN-T�ured Nduml Resistant Finish SERIES 10 10 lOK 00K Dimming contro0 TBR-Toaured Bmnze 14 14 35K 35K IYA me required. Order TLB-Texhoddightluares CRF is 21 21 40K 40K sepamkfy. TS-Tesmud5andsona r.c.mmend.df., coastatorextremeex- CC -Cason, Calory terior environments ASY•A~r° ¢Conrad fadoryfor DAtrr'fion custom colors. COMING SOON Additional charges will apply. You must select Uplight & Downlight wattage, LED Color/CCT & Optics. See ordering example below. ORDERING EXAMPLE FOR UPLIGHT & DOVAGHT. CYNE/1121 / 35K -35K/40•-100° / WM2/ INT2/ DIM /TB. STAIOAID EXTEIUOR RMISNES TEXTURED WHITE TEXTURED BLACK TEXTURED BRONZE TEXTURED LIGHT BRONZE TEXTURED NATURAL TEXTURED SANDSTONE Insight Lighting. Specficmtons ore subject to change without notice. LIGHT CYNE -WHITE 4341 Fulcrum Way NE, Rio Rancho, NM 87144 R07E LIGHT Tel; 505.3450888 / Webev. site—.inslghtlighting.com Page 2 of 3 INSIGHT SHAPING THE EXPERIENCE OF LIGHT WMU, WMD - WALL, UPLIGHT OR DOWNLIGHT ��41702B71HAUCSK t WMING HOLES 4' 051M' q 138' CMD - CEILING MOUNT, DOWNLIGHT i -BOX 04318' MTG BRACKET-Gr RACKETO CANOPY OO Insight lighting. Specifications are subject to change without notice. 4341 Fulcrum Way NE, Rio Rancho, NM 87144 Tel. 505.345.0888/Websitew ..inslg NlighOng.com CYNDER EXTERIOR ARCHITECTURAL DOWNLIGHT & UPLIGHT WHITE LIGHT WM2 - WALL, UPLIGHT R DOWNUGHT (4X)0281 THAUCSK 4' 05114' L10UMNG AOLES 73B', 417 2112' CYNE - WHITE LIGHT Rev. 07/27/17 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 :late e 7//�e�ute'�,tui/re 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 Fagade Upgrade Project The following are revisions to the above-mentioned plans [Tate Architecture Plans (stored in DropBox) job #1017130, dated 10/17/171, 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 -401.1— 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 scoriae lighting, to the bid documents, that relate to the lighting specified in the Fagade 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. 1 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. 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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 its TECzRETY PLAS T ERINe 206104 E Finley Rd Kennewick, WA 99337 Email: integrityplastering@hotmall.com Elizabeth Martinez (509)212-8631 Salvador Martinez (509)987-8752 November 13, 2017 City of Pasco P.O. Box 2993 525 N. P Ave Pasco, WA 99301 Attention: DEAN POLLICK AND ANGELA PITMAN Subject: BGCA2017-007 356 PSK FACADE IMPROVEMENT PLASTER RESTORATION We will be using the Exterior Insulation and Finish (EIFS) Stucco System for the restoration for Specialty Kitchen located at 110 S. 4"' Ave in Pasco, WA 99301. We will use base coat with embedded reinforcing fabric mesh, primer and finish coat. The manufacturer of our choice is Parex. In reference to the stone veneer (MVS) we will be applying a liquid water resistive barrier and air barrier. This will serve as a continuous layer of moisture protection. It will also allow a structures climate control system to operate more efficiently and save the building owner money Should you need additional information, please feel free to contact me. Sincerely, Elizabeth ez Integrity Plastering Owner CSI SECTION 07 24 00 — Insulation & Finish System - Class PB 07 25 19- Water -Drainage Exterior Insulation and Finish System SYSTEM OVERVIEW The Standard WaterMaster a Class PB EIFS distinguished by installation with drainage. Drainage is accomplished by means of channels formed by vertical ribbons of adhesive applied to the back of the insulation board. The adhered insulation board is applied to Parex USA Weatherseal Spray & Roll-on TM water resistive barrier coating. Parex® Standard WaterMaster TM is qualified for use in combustible and noncombustible construction, fire resistant rated walls and residential and non-residential construction. Sheathing is limited to glass mat gypsum sheathing, cement board, and CDX plywood. Plywood may require 2 coats of Weatherseal Spray & Roll-on. The system is qualified for application to certain types of OSB (oriented strand board) sheathing only in areas shown in the Parex Acceptable Substrates and Areas of Use Technical Bulletin. OSB may require 2 coats of Weatherseal Spray & Roll-on. For installation on OSB in other regions refer to Parex WaterMaster LCR (Light Commercial/Residential.) • Some jurisdictions may require special inspections of the Weatherseal Spray & Roll-on application. • The system does not contribute structural strength to the wall. It depends on the substrate wall for support and attachment. • Substrate construction must resist all design loads. Sheathing attachment to framing must resist design negative windloads because it transfers those loads to the framing. Appropriate safety factors must be applied. • All penetrations and non -draining terminations of the system must be made weather -tight, typically by sealants and/or flashings. • The EPS in EIFS has a maximum service temperature of 165F (74C). Dark colors will increase the surface temperature of the EIFS wall. PART 1 -GENERAL 1.1 SECTION INCLUDES A. Manufacturer's requirements for the proper design, use, and installation of an Exterior Insulation and Finish System. 1.2 RELATED SECTIONS A. Section 03 30 00 - Cast -in -Place Concrete B. Section 04 20 00 - Unit Masonry C. Section 06 16 00 - Sheathing D. Section 07 62 00 - Sheet Metal Flashing and Trim E. Section 07 90 00 - Joint Protection Section 08 50 00 - Windows G. Section 09 21 16 - Gypsum Board Assemblies 1.3 REFERENCES A. ASTM 8117 Test Method for Salt Spray (Fog) Testing B. ASTM C203 Standard Teat Method for Breaking Load and Flexural Properties of Block -Type Thermal Insulation C. ASTM C1135 Test Method for Determining Tensile Adhesion Properties of Structural Sealants D. ASTM D968 Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Parex Standard WaterMaster Cl (Continuous Insulation) Rev 0617 2017 Page - 1 Abrasive E. ASTM D1037 Standard Test Methods for Evaluating Properties of Wood -Base Fiber and Particle Panel Materials F. ASTM D2247 Practice for Testing Water Resistance of Coatings in 100 Percent Relative Humidity G. ASTM D2294 Standard Test Method for Creep Properties of Adhesives in Shear by Tension Loading (Metal -to -Metal). H. ASTM D2794 Standard Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact) I. ASTM D3273 Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber J. ASTM E84 Test Method for Surface Burning Characteristics of Building Materials. K. ASTM E108 Standard Test Methods for Fire Tests of Roof Coverings L. ASTM E119 Standard Test Method for Fire Tests of Building Construction and Materials. M. ASTM E283 Standard Test Method for Determining rate of Air Leakage Through Exterior Windows, Curtains Walls, and Doors Under Specified Pressure Difference Across the Specimen N. ASTM E330 Test Method for Structural Performance by Uniform Static Air Pressure Difference. O. ASTM E331 Test Method for Water Penetration by Uniform Static Air Pressure Difference. P. ASTM E695 Method for Measuring Relative Resistance to Impact Loading. Q. ASTM E2134 Standard Test Method for Evaluating the Tensile -Adhesion Performance of an Exterior Insulation and Finish System (EIFS) R. ASTM E2178 Standard Test Method for Air Permeance of Building Materials S. ASTM E2273 Standard Test Method for Determining the Drainage Efficiency of Exterior Insulation and Finish Systems (EIFS) Clad Wall Assemblies T. ASTM E2430 Standard Specification For Expanded Polystyrene ("EPS") Thermal Insulation Boards For Use In Exterior Insulation and Finish Systems ("EIFS") U. ASTM E2485 Standard Test Method for Freeze/Thaw Resistance of Exterior Insulation and Finish Systems (EIFS) and Water Resistive Barrier Coatings V. ASTM E2486 Standard Test Method for Impact Resistance of Class PB and PI Exterior Insulation and Finish Systems (EIFS) W. ASTM E2568 Standard Specifications for Exterior Insulation and Finish Systems X. ASTM G155/ Accelerated Weathering for Exposure of Nonmetallic Materials. G153 Y. Fed. Spec. Coating,Textured (For Interior and Exterior Masonry Surfaces) TT -C -555B Z. MIL STD 810B Military Standard, Environmental Test Methods AA. N FPA 259 Test Method for Potential Heat of Building Materials. BB. N FPA 268 Standard Test Method for Determining Ignitability of Exterior Wall Assemblies Using a Radiant Heat Energy Source. CC. N FPA 285 Standard Method of Test for the Evaluation of Flammability characteristics of Exterior Nonload-bearing Wall Assemblies Containing Combustible Components Using the Intermediate -scale, Multistory Test Apparatus. 1.4 ASSEMBLY DESCRIPTION A. Standard WaterMaster: Continuous Insulation (CI) system consisting of Adhesive, Expanded Polystyrene Insulation (EPS) Board, Base Coat with embedded Reinforcing Fabric Mesh, Primer (Optional), and Finish Coat. This system is installed over a roll on water -resistive barrier consisting of Parex USA Weatherseal Spray & Roll-on and either Parex USA Flashing Membrane or Parex Parex Standard WaterMaster CI (Continuous Insulation) Rev 0617 2017 Page - 2 USA WeatehrFlash applied over glass mat gypsum sheathing, cement board sheathing, CDX plywood, OSB, concrete or CMU. The system is qualified for application to OSB (oriented strand board) sheathing only in areas shown in the Parex USA Acceptable Substrates and areas of use Technical Bulletin. B. Functional Criteria: 1. General: a. Insulation Board: At system termination, completely encapsulate insulation board edges by mesh reinforced base coat, substrate or drainage track (limited to terminations at foundation). The use of and maximum thickness of insulation board shall be in accordance with applicable building codes and CI system manufacturer's requirements. b. Flashing: Flashing shall be continuous and watertight. Flashing shall be designed and installed to prevent water infiltration behind the cladding. Refer to Division 07 Flashing Section for specified flashing materials. c. The configuration of the water resistive barrier, drainage plane and flashing and Parex materials, must allow for the egress of incidental moisture. d. See Current ICC Evaluation Service Report or Contact Parex Technical Department for Design Windloads. e. Inclined surfaces shall follow the guidelines listed below: (1) Minimum slope: 6 in (152 mm) of vertical rise in 12 in (305 mm) of horizontal run. (2) For sloped surfaces, run of slope shall be a maximum of 12 in (305 mm). (3) Usage not meeting above criteria shall be approved in writing prior to installation. f. The building interior shall be separated from the insulation board by 1/2 in (12.7 mm) of gypsum board or equivalent 15 minute thermal barrier. 2. Performance Requirements a. System to meet the performance and testing requirements of the International Code Council Acceptance Criteria AC 212 b. Shall meet the testing requirements of the Product Performance Sheet. 3. Substrate Systems: a. Shall be engineered to withstand applicable design loads including required safety factor. b. Maximum deflection of substrate system under positive or negative design loads shall not exceed L/240 of span. c. Substrate dimensional tolerance: Flat within 1/4 in (6.4 mm) in any 4 ft (122 cm) radius. d. Surface irregularities: Sheathing not over 1/8 in (3 mm); masonry not over 3/16 in (4.8 mm). EDITOR NOTE: COORDINATE BELOW IMPACT RESISTANCE CLASSIFICATION REQUIREMENTS ACCORDING TO ASTM E2486 - STANDARD TEST METHOD FOR IMPACT RESISTANCE OF CLASS PB AND PI EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) 4. Impact Resistance Classification: a. Standard Impact Resistance, 25-49 in -lbs (2.8 — 5.6 J) Impact Range b. Medium Impact Resistance, 50-89 in -lbs (5.7-10.1 J) Impact Range c. High Impact Resistance, 90-150 in -lbs (10.2-17.0 J) Impact Range d. Ultra High Impact Resistance, >150 in -lbs (> 17.0 J) Impact Range 5. Expansion Joints: Continuous expansion joints shall be installed at the following locations in accordance with manufacturer's recommendations: a. At building expansion joints. b. At substrate expansion joints. c. At floor lines in wood frame construction. Parex Standard WaterMaster Cl (Continuous Insulation) Rev 0617 2017 Page - 3 d. Where Cl system panels abut one another. e. Where Cl system abuts other materials. f. Where significant structural movement occurs, such as at (1) Changes in roof line. (2) Changes in building shape and/or structural system. g. Where substrate changes EDITOR NOTE: INDICATE JOINT WIDTH ON DRAWINGS FOR MOVEMENT AND EXPANSION AND CONTRACTION CONDITIONS. CONSULT WITH SEALANT MANUFACTURER FOR JOINT DESIGN RECOMMENDATIONS AND WITH Cl SYSTEM MANUFACTURER FOR COORDINATION OF Cl SYSTEM MATERIALS. h. Substrate movement and expansion and contraction of Cl system and adjacent materials shall be taken into account in design of expansion joints, with proper consideration given to sealant properties, installation conditions, temperature range, coefficients of expansion of materials, joint width to depth ratios, and other material factors. Minimum width of expansion joints shall be as follows: (1) 1/2 in (12.7 mm) where Cl system abuts other materials. (2) 3/4 in (19 mm) when Cl system abuts the Cl system. (3) Larger width where indicated on drawings. 6. Manufacturer's Detail: a. Cl system latest published information shall be followed for standard detail treatments. b. Non-standard detail treatments shall be as recommended by manufacturer, approved by Project Designer and be part of the Contract Documents. 7. Building Code Conformance: Cl system shall be acceptable for use on this project under building code having jurisdiction. 1.5 SUBMITTALS A. General: Submit Samples, Evaluation Reports, warranties and Certificates in accordance with Division 01 General Requirements Submittal Section. 1.6 QUALITY ASSURANCE A. Products manufactured under ISO 9001:2000 Quality System. B. Qualifications: 1. All Cl assembly materials must be manufactured or sold by a single -source manufacturer and must be purchased direct from the manufacturer or its authorized distributor. 2. Applicator: a. Must have attended manufacturer's Educational Seminar. b. Must possess a current manufacturer's certificate of education. c. Must be experienced and competent in installation of plaster -like materials. C. Regulatory Requirements: 1. Insulation Board: Shall be produced and labeled under a third parry quality program as required by applicable building code. 1.7 DELIVERY, STORAGE, AND HANDLING A. Delivery: Deliver materials in original packaging with manufacturer's identification. B. Storage: Store materials in a cool, dry location, out of sunlight, protected from weather and other harmful environment, and at a temperature above 40°F (4°C) and below 110°F (43°C) in accordance with manufacturers instructions. 1.8 PROJECT I SITE CONDITIONS A. Installation Ambient Air Temperature: Minimum of 40°F (4°C) and rising, and remain so for 24 hours thereafter. Parex Standard WaterMaster Cl (Continuous Insulation) Rev 0617 2017 Page - 4 B. Substrate Temperature: Do not apply materials to substrates whose temperature are below 40°F (4°C) or contain frost or ice. C. Inclement Weather: Do not apply materials during inclement weather unless appropriate protection is employed. D. Sunlight Exposure: Avoid, when possible, installation of the materials in direct sunlight. Application of Acrylic Finishes in direct sunlight in hot weather may adversely affect aesthetics. E. Materials shall not be applied if ambient temperature exceeds 120°F (49°C) or falls below 40°F (4°C) within 24 hours of application. Protect materials from uneven and excessive evaporation during hot, dry weather. F. Prior to installation, the substrate shall be inspected for surface contamination, or other defects that may adversely affect the performance of the materials and shall be free of residual moisture. 1.9 COORDINATION AND SCHEDULING: A. Coordination: Coordinate water -resistive membrane & air barrier coating materials installation with other construction operations. 1.10 WARRANTY A. Warranty: Upon request, at completion of installation, provide manufacturer's Standard Limited Warranty. PART2-PRODUCTS 2.1 MANUFACTURERS A. Manufacturer, Basis of Design: Parex USA, Inc., 4125 E. La Palma Ave., Suite 250, Anaheim, CA 92807 Contact: Architectural Sales (866.516.0061) or Technical Support (800.226.2424). B. Components: Obtain components from authorized distributors. No substitutions or additions of other materials are permitted without prior written permission from the Cl system manufacturer for this project. 2.2 MATERIALS A. Secondary Water -Resistive Barrier [1. Parex USA Weatherseal Spray & Roll-onW water resistive barrier coating [2. Parex USA 396 Sheathing Tape: Non -woven synthetic fiber tape to reinforce Parex USA WeatherSeal Spray & Roll-on water -resistive barrier at sheathing board joints, into rough openings and other terminations into dissimilar materials available in 4 in, 6 in and 9 in. [3. Parex USA WeatherFlash: Liquid flashing and joint filler used to prepare and seal exterior wall rough openings and detail joints. [4. Parex USA 365 Flashing Membrane: Self-sealing, Polyester faced, rubberized asphalt membrane, 30 mils (0.76 mm) thick. B. Adhesives [1. Parex 121 TM Base Coat & Adhesive: 100% acrylic polymer based, requiring the addition of Portland cement; used as an adhesive to laminate EPS Insulation Board to the Parex USA WeatherSeal Spray & Roll-on water -resistive barrier. [2. Parex 121 Dry Base Coat & Adhesive: Copolymer based, factory blend of cement and proprietary ingredients; requiring the addition of water only, used as an adhesive to laminate EPS Insulation Board to the Parex USA WeatherSeal Spray & Roll-on water -resistive barrier. [3. 121 Dry HE High Impact basecoat & adhesive. Copolymer based, blend of cement and proprietary ingredients, requires the addition of water. See data sheet for improved impact performance when 121 Dry HI is used with Parex USA mesh. [4. 121 Cool Base: White basecoat & adhesive. Copolymer based, blend of cement and proprietary ingredients, requires the addition of water [5. 302 ABC -N1 Base Coat & Adhesive: 100% acrylic polymer base, ready to use, applied without the addition of cement. C. Insulation Board: In compliance with manufacturer's requirements for Standard System Cl. Parex Standard WaterMaster Cl (Continuous Insulation) Rev 0617 2017 Page -5 [1. Produced and labeled under a third party quality program as required by applicable building code; and produced by a manufacturer approved by Parex USA. [2. Shall conform to ASTM C578 and ASTM E2430, Type I and the Parex USA specification for Molded Expanded Polystyrene Insulation board. [3. Maximum size shall be 2 ft x 4 ft (610 mm x 1219 mm). [4. Thickness: 3/< in, minimum (19 mm) after rasping. D. Base Coats: [1. 121 Base Coat: 100% acrylic polymer base, requiring the addition of Portland cement. 12. 121 Dry Base Coat: Copolymer based, factory blend of cement and proprietary ingredients requiring addition of water. 13. 121 Dry HI: High Impact basecoat & adhesive. Copolymer based, blend of cement and proprietary ingredients, requires the addition of water. See data sheet for improved impact performance when 121 Dry HI is used with Parex USA mesh. 14. 121 Cool Base: White basecoat & adhesive. Copolymer based, blend of cement and proprietary ingredients, requires the addition of water 15. 302 ABC -N1 Base Coat & Adhesive: 100% acrylic polymer base, ready to use, applied without the addition of cements EDITOR NOTE: RETAIN BELOW STANDARD MESH FOR STANDARD SYSTEM FOR STANDARD IMPACT RESISTANCE CLASSIFICATION. E. Reinforcing Mesh: [1. 355 Standard Mesh: Weight 4.5 oz. per sq. yd. (153 g/sq m); coated for protection against alkali. Standard reinforcement of Parex Cl systems or for use with High Impact 358.14 Mesh, or Ultra High Impact 358.20 Mesh. [2. 356 Short Detail Mesh: Reinforcing mesh used for backwrapping and details. [3. 352 Self Adhesive Detail Mesh: Reinforcing mesh used for complex details. EDITOR NOTE: RETAIN BELOW MESH REQUIREMENTS AFTER DETERMINATION OF IMPACT RESISTANCE CLASSIFICATION. [4. 358.10 Intermediate Impact 10 Mesh: Weight 12 oz per sq. yd. (407 g/sq m) Reinforcing mesh used with a Standard System, to achieve ASTM E2486 intermediate impact strength. [5. 358.14 High Impact 14 Mesh: Weight 15 oz. per sq. yd. (509 g/sq m) Reinforcing mesh used with a Standard System; to achieve ASTM E2486 high impact strength. [6. 358.20 Ultra High Impact 20 Mesh: Weight 20 oz. per sq. yd. (678 g/sq m) Reinforcing mesh used with a Standard System; to achieve ultra-high impact strength. EDITOR NOTE: RETAIN BELOW AND SPECIFY LOCATIONS TO RECEIVE Cl SYSTEMS WITH HIGHER THAN STANDARD IMPACT RESISTANCE CLASSIFICATION. Locations: ; ASTM E2486 Impact Classification: F. Primer: [1. Parex USA Primer: 100% acrylic based coating to prepare surfaces for acrylic or elastomeric finishes. [2. Variance VariPrime Sanded: 100% acrylic based coating to prepare surface for exposed aggregate specialty finishes. EDITOR NOTE: MODIFY BELOW TO SUIT REQUIREMENTS. CHOOSE ONE FINISH TYPE, TEXTURE, & COLOR G. Finish [3. Parex DPR Standard Finish: Factory blended, 100% acrylic polymer based finish, integrally colored. Finish type, texture and color as selected by Project Designer EDITOR NOTE: ADD COLORFAST PIGMENTS TO ANY PRE -TINTED ACRYLIC OR ELASTOMERIC FINISH SELECTION ABOVE FOR SATURATED/BRIGHTER AND INCREASED FADE RESISTANCE AND TO QUALIFY FOR A COLOR FADE WARRANTY. Parex Standard WaterMaster Cl (Continuous Insulation) Rev 0617 2017 Page - 6 [a. Parex USA ColorFast Pigments System: Fade resistant pigment system offering superior fade resistance; factory tinted only; used -with any Parex USA acrylic or elastomeric finish or coating. EDITOR NOTE: MODIFY BELOW TO SUIT REQUIREMENTS. CHOOSE ONE FINISH TYPE. TEXTURE, & COLOR WITH ACCESSORY MATERIALS TO CREATE DESIRED EFFECT [5. Parex USA Variance [enter selected product]: Acrylic -based specialty finish. Finish type, texture and color as selected by Project Designer. [a. Variance Antiquing Gel: a water-based, tinted, semi -transparent, acrylic emulsion for staining, sealing, and protecting concrete, masonry and other cementitious substrates. Use as required to achieve desired finish. EDITOR NOTE: ADD CLEAR SEALER WHERE ENHANCED CLEANABILTY IS DESIRED FOR HIGH SOLING EXPOSURES. [6. Parex USA Clear Sealer: 100% acrylic, transparent, permeable, dirt resistant sealer for use as a protective coating over acrylic finishes. Use 600 Clear or 610 Matte Clear as detailed on drawings. H. Parex 369 DrainEdgel' : Pre -punched strip of non -woven fabric to allow for drainage at the head of system penetrations. Water: Clean, cool, potable water J. Portland Cement: ASTM C150, Type I or Type 1 -II. 2.3 RELATED MATERIALS AND ACCESSORIES A. Substrate Materials: [1. Glass mat gypsum sheathing conforming to ASTM C1177. [2. Cement Fiber Sheathing conforming to ASTM C1186 [3. Gypsum Sheathing: Minimum 1/2 in (13 mm) thick, core -treated, weather -resistant, exterior gypsum sheathing complying with ASTM C79. [4. Plywood: Minimum 7/16 in (8 mm) thick exterior grade or PS 1, Exposure 1, minimum 7/16 in thick, C veneer facing out, panels gapped 1/8 in at all edges. [5. Oriented Strand Board (OSB): 7/16 in - 1/2 in Wall -16 or Wall -24, approved by the APA, TECO, or PSI/PTL. Stamped as Exposure 1 or Exterior Sheathing with a PS2 or PRP -108 rating. [6. Concrete Masonry Units (CMU): Non -painted (uncoated). [7. Concrete (poured or pre -cast). [8. Other approved by manufacturer writing prior to the project. B. Flashing: Refer to Division 07 Flashing Section for flashing materials. C. Sealant System: [1. Sealant for expansion joints between panelized EIFS sections shall be ultra-low modulus designed for minimum 100% elongation and minimum 50% compression and as selected by Project Designer. [2. Sealant for perimeter seals around window and door frames and other wall penetrations shall be low modulus, designed for minimum 50% elongation and minimum 25% compression, and as selected by Project Designer. [3. Sealants shall conform to ASTM C 920, Grade NS. [4. Expansion joints between sections of Cl system shall have a minimum width of 3/4 in (19 mm). [5. Perimeter seal joints shall be a minimum width of 1/2 in (12.7 mm). 16. Sealant backer rod shall be closed -cell polyethylene foam. [7. Apply sealant to tracks or base coat of Cl system. [8. Refer to Cl system manufacturer's current bulletin for listing of sealants which have been tested and have been found to be compatible with EIFS materials. [9. Color shall be as selected by Project Designer. Parex Standard WaterMaster Cl (Continuous Insulation) Rev 0617 2017 Page - 7 [10. Joint design, surface preparation, and sealant primer shall be based on sealant manufacturer's recommendations and project conditions. EDITOR NOTE: PART 3 EXECUTION BELOW INVOLVES ONSITE WORK AND SHOULD INCLUDE PROVISIONS FOR INCORPORATING MATERIALS AND PRODUCTS INTO PROJECT. TYPICALLY, "CONDITIONS OF THE CONTRACT" ESTABLISH RESPONSIBILITY FOR "MEANS, METHODS, TECHNIQUES, AND SAFETY" REQUIREMENTS OF CONSTRUCTION WITH CONTRACTOR. SPECIFICATIONS SHOULD AVOID CONFLICTS WITH THIS CONTRACTUAL PRINCIPLE. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify project site conditions under provisions of Section 01 00 00. B. Compliance: Comply with manufacturer's instructions for installation. C. Substrate Examination: Examine prior to installation of Cl system assembly materials as follows: 1. Substrate shall be of a type approved by manufacturer. Plywood and OSB substrates shall be gapped 118 in (3.2 mm) at all edges. 2. Substrate shall be examined for soundness, and other harmful conditions. 3. Substrate shall be free of dust, dirt, laitance, efflorescence, and other harmful contaminants. 4. Substrate construction in accordance with substrate material manufacturer's specifications and applicable building codes. 5. Maximum deflection of the substrate shall be limited to U240. D. Sealants and Backer Rod: To be installed, where required, in accordance with the sealant manufacturer's specifications and published literature, and using the sealant manufacturer's recommended primers. E. Advise Contractor of discrepancies preventing proper installation of the CI system materials. Do not proceed with the work until unsatisfactory conditions are corrected. 3.2 PREPARATION A. Protection: Protect surrounding material surfaces and areas during installation of system. Clean surfaces thoroughly prior to installation. C. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 3.3 MIXING A. Mix materials in accordance with manufacturer's instructions. 3.4 APPLICATION A. General: Installation shall conform to this specification and manufacturer's written instructions. B. Drainage Accessories and Water Resistive Barrier 1. Plywood and OSB substrates cut edges (non -factory edges) must be sealed with a water - resistive coating. 2. Install drainage tracks (limited to terminations at foundations), back -wrap mesh, or edge -wrap mesh at system terminations. Treat all glass mat gypsum sheathing, cement board sheathing, OSB and plywood joints with Parex USA WeatherSeal Spray & Roll-on water -resistive barrier and embed Parex USA 396 Sheathing Tape. 3. Flash all rough openings with Parex USA WeatherSeal Spray & Roll-on water -resistive barrier and embedded Parex USA 396 Sheathing Tape or Parex USA Flashing Membrane. 4. Apply Parex USA WeatherSeal Spray & Roll-on Water -resistive barrier to the surface of the appropriate substrate (in accordance with product data sheet). 5. Treat the heads of all window, door and similar openings with Parex USA DrainEdge and back - wrap mesh to allow for drainage at these locations. Parex Standard WaterMaster CI (Continuous Insulation) Rev 0617 2017 Page - 8 C. Insulation Board 1. Apply Parex adhesive to backs of insulation boards with a Parex drainage notched trowel, with ribbons of adhesive oriented in a vertical direction (parallel to the 2 ft (61 mm)) dimension of the EPS board). Apply a 1 in (25.4 mm) wide horizontal ribbon of adhesive on the back at the lower edge of insulation boards installed over Parex USA DrainEdge. 2. Install insulation board without gaps in a running bond pattern and interlocked at corners. 3. Rasp irregularities off insulation board. D. Apply base coat and fully embed mesh in base coat; include diagonal mesh patches at corners of openings and reinforcing mesh patches at joints of track sections. Apply multiple layers of base coat and mesh where required for specified impact resistance classification. E. Apply primer to base coat after drying. Primer may be omitted if it is not required by the manufacturer's product data sheets for the specified finish coat or otherwise specified for the project. F. Finish Coat: Apply finish coat to match specified finish type, texture, and color. Do not apply finish coat to surfaces to receive sealant. Keep finish out of sealant joint gaps. 3.5 CLEAN-UP A. Removal: Remove and legally dispose of Cl system materials from job site. B. Clean surfaces and work area of foreign materials resulting from material installation. 3.6 PROTECTION A. Provide protection of installed materials from water infiltration into or behind them. B. Provide protection of installed materials from dust, dirt, precipitation, and freezing during installation, and continuous high humidity until fully cured and dry. C. Clean exposed surfaces using materials and methods recommended by the manufacturer of the material or product being cleaned. Remove and replace work that cannot be cleaned to the satisfaction of the Project Designer/Owner. END OF SECTION Disclaimer. This guide specification is intended for use by a qualified designer. The guide specification is not intended to be used verbatim as an actual specification without appropriate modifications for the specific use intended. The guide specification must be integrated into and coordinated with the procedures of each design firm, and the requirements of a specific project. For additional assistance, contact Parex USA's Architectural Sales (866.516.0061) or Technical Support (800-226-2424). Parex Standard WaterMaster Cl (Continuous Insulation) Rev 0617 2017 Page - 9 Product Performance Sheet I Page 1 Standard WaterMaster Cl Assembly - Class PB MethodEIFS Strength Flexural Strength ASTM C203 ICC or ASTM Criteria No Requirement Individual components shall Flame Spread: 0 to 15 Surface Burning ASTM E84 each have a flame spread <25, Smoke Developed: 0 to 15 Characteristics Creep Resistance of28 Adhesive and smoke developed < 450 Large -Scale Vertical FireASTM E108 No Requirement No vertical or horizontal Flame spread. Spread 25 to 200 in4bs (mesh weight) Transverse Wind Load ASTM E330 Fire Resistance ASTM E119 Maintain fire resistance of existing rated assembly See Current ICC Report Radiant Heat Exposure NFPA 268 No ignition @ 20 minutes Pass Minimum 15 psi (103kPa) NFPA Intermediate Scale Multi- 285(UBC Required for Non-combustible Pass, See Current ICC Report Story Fire Test Standard 26- Construction 9 MethodEIFS Strength Flexural Strength ASTM C203 ICC or ASTM Criteria No Requirement Results 60.6 psi (418 kPa) Falling Ball Impact ASTM D1037 No Requirement 92 to over 600 in -lbs Creep Resistance of28 Adhesive ASTM D2294 No Requirement days 208 psf shear stress; no creep Gardner Impact Test ASTM D2794 No Requirement 25 to 200 in4bs (mesh weight) Transverse Wind Load ASTM E330 Withstand positive and negative wind loads as specified See Current ICC Report Impact Load ASTM E695 No Current Requirement 30 Ib. Impact mass; no cracking Tensile Bond Strength ASTM E2134 Minimum 15 psi (103kPa) Pass Product Performance Sheet ! Page 2 Parex Standard WaterMaster CI (Continuous Insulation) Rev 0617 2017 Page - 10 Standard WaterMaster Cl Assembly -Class PB Environmental Method MethodEIFS Durability ICC or ASTM Criteria Results Freeze/Thaw Resistance ASTM E 2485 No deleterious effects` at 10 cycles 60 cycles: rid deleterious effect when viewed under 5x magnification Mildew Resistance ASTM D 3273 No growth supported during 28 day pass exposure period No water penetration beyond the Water Penetration ASTM E 331 plane of the base coat/EPS board pass interface after 15 minutes at 6.24 pat 75 Pa (1.57 Ib/ Air Leakage of Air Barrier ASTM E2357 (299 Pa) pass Moisture Resistance ASTM D2247 No deleterious effects at 14 day Pass Air Leakage ASTM E283 exposure < 0.004 chn/ftz Salt Fog Resistance ASTM 8117 No deleterious effects* at 300 hours 500 hours: no deterioration Wind -Driven Rain F.S. TT -C-5558 No Criteria 24 hours: no penetration of water -tvo deleterious effects: no cracking, checking, crazing, erosion, rusting, blistering. Spray & Roll-on Method ICC and ASTM E2570 Criteria Results 25 Cycles followed by Hydrostatic Accelerated WeatheringAC 212 Pressure Test: No water penetration pass: no water penetration on the plane of the exterior facing side of the substrate. Air Infiltration ASTM E2178 Calculated flow Rate at 75 Pa (1.57 Ib/ft2, 0.3 in H20) = <.00001 L/m2•s 0. (0.000 1 cf /f 2) at 2 < 0.02 Lim 's (< 0.004 cfm/ft2) 75 Pa (1.57 Ib/ Air Leakage of Air Barrier ASTM E2357 Pass < 0.2 L / s•m2 at 75 Pa) (< pass Assemblies 0.04 cfm / ft2 at 1.57 psf) Air Leakage ASTM E283 No Criteria < 0.004 chn/ftz Elongation ASTM D412 No Criteria 360% Flexibility ASTM D522 No Criteria No Cracking at 1/8" (3 mm) Freeze -Thaw Resistance ASTM E 2485 10 Cycles Pass — No Deleterious Effects Hydrostatic Pressure Test y AATCC 127 (Water Column) Resist 21.6 in (55 cm) water for 5 hours before and after aging Pass: no water penetration Nail Seal ability, Head of Water ASTM D1970 No Criteria Pass 5 inches of water Evaluation of Fire Propagation NFPA 285 In Accordance with IBC Chapter 26 Meets requirements for use on all Types of construction Radiant heat exposure NFPA 268 In Accordance with IBC Chapter 26 No ignition upon 20 minute radiant heat exposure at 1.25 w/cm2. Pull off Strength ASTM D 4541 No Water Penetration Pass - no water penetration Product Performance Sheet I Page 3 Parex Standard WaterMaster Cl (Continuous Insulation) Rev 0617 2017 Page - 11 Standard WaterMaster Cl Assembly - Class PB Where several tests on different materials are summarized, a range of values is shown. This summary has been prepared to provide quick but partial information on how certain combinations of Parex products perform during certain tests. It is not a complete description of the test procedures or of the results thereof. Copies of original test reports are available at no charge upon request. Please contact Parex USA's Architectural Sales (866-516-0061) or Technical Support Department (800-226- 2424) if further information is required. Parex Standard WaterMaster Cl (Continuous Insulation) Rev 0617 2017 Page - 12 Pass -No cracking at field, joints or Racking ASTM E72 Deflection at 118 in (3.2 mm) flashing connection Structural Loading ASTM E1233 10 Cycles @ 9 80% design load y Pass -No cracking at field, joints or flashing connection Procedure A Restrained Environmental ICC ES AC 21215 5 Cycles of wetting and drying -No cracking at field, joints or flashing connection ASTM E2570 ICC and ASTM E2568 Flame Spread =0 Surface Burning ASTM E84 Flame Spread <25 Smoke Developed =0 Characteristics Smoke Developed <450 Tensile Bond Strength ASTM E 2134/ Minimum 15 psi (104 kPa) Pass all listed substrates and flashing materials ASTM C 297 Water Resistance ASTM D 2247 14 Days Pass — No Deleterious Effects. Pass 25.4 psf (1216 Pa) for 165minutes Water Penetration ASTM E331 2.86 psf (137 Pa) for 15 minutes Tested after Structural Loading, Water Penetration ASTM E331 Racking and Restrained Environmental Cycling at 2.86 psf No Water Penetration (137 Pa) for 15 minutes Water vapor transmission ASTM E96 Procedure B Vapor Permeable 12.0 perms 210 hours of UV Exposure, 25 ICC ES AC 212 / cycles of accelerated weatherin, pass Weathering ASTM E2570 21.6 in (549 mm) water column for 5 hours Wind Driven Rain F.S. TT -C -555B No Criteria Pass EPA Reference US EPA, South Coast AQMD and 10 g/L VOC Test Method 24 Greenseal Standard Regional Harvest LEED MRc 5.1 100% at all facilities Where several tests on different materials are summarized, a range of values is shown. This summary has been prepared to provide quick but partial information on how certain combinations of Parex products perform during certain tests. It is not a complete description of the test procedures or of the results thereof. Copies of original test reports are available at no charge upon request. Please contact Parex USA's Architectural Sales (866-516-0061) or Technical Support Department (800-226- 2424) if further information is required. Parex Standard WaterMaster Cl (Continuous Insulation) Rev 0617 2017 Page - 12 PAREXUSA Expanded Polystyrene (EPS) Insulation Board C'� f � FC'rIO Epi 0, f. 24. 00 EXPANDED POLYSTYRENE (EPS) INSULATION BOARD SPECIFICATIONS 1. SCOPE 1.1 This specification covers the type, physical properties and dimensions of Expanded Polystyrene Insulation Board intended for use in Parex USA, Inc. Exterior Insulation and Finish Systems (EIFS). 1.2 This specification covers Type I Expanded Polystyrene Insulation Board (as defined by ASTM C578) intended for use in Parex USA Exterior Insulation and Finish Systems (EIFS). 2. APPLICABLE DOCUMENTS 2.1 ASTM Standards: 2.1.1 E2430 — Expanded Polystyrene (EPS) Thermal Insulation Boards for Use in Exterior Insulation and Finish Systems (EIFS) 2.1.2 C578 — Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation 2.2 Quality Control Manual for Molders Supplying Parex USA 2.3 Hold Harmless and Indemnification Agreement for Insulation Board Suppliers. 3. MATERIALS AND MANUFACTURE 3.1 Insulation board shall be formed by steam expansion of polystyrene resin beads in a closed mold. The insulation board shall be of uniform density and have essentially closed cells. All insulation board shall contain sufficient flame retardants to meet the oxygen index, flammability and smoke development requirements of this specification. 3.2 All insulation boards shall be molded from modified grade, expandable polystyrene beads listed in accordance with the requirements of the building code having jurisdiction. 4 INSPECTION 4.1 In accordance with the Third Party Certification and Quality Assurance Program. 4.2 Shear Modules and Tensile strength properties are required to be evaluated at the beginning of the program. 5. PHYSICAL REQUIREMENTS 5.1 All dimensional requirements are described in Section 6. 5.2 All workmanship, finish and appearance requirements are described in Section 7. 5.3 Combustibility Characteristics - Insulation board is an organic material and is, therefore, combustible. It should not be exposed to flames or other ignition sources. The values obtained by ASTM D 2863 and ASTM E 8411-11-523 do not necessarily indicate or describe the fire risk of the materials in end use configuration and are used in this specification primarily to distinguish between insulation formulated with flame retardants and those not so formulated. 5.4 Molded billets shall be dimensionally stable prior to being cut into boards or special shapes. 5.5 Molded billets shall be conditioned in accordance with Section 5.5.1, 5.5.2, 5.5.3, or 5.5.4 5.5.1 Molded billets shall be aged (air dried) in ambient conditions for a minimum of six (6) weeks. 5.5.2 Molded billets shall be heat dried for a minimum of five (5) days at a constant temperature of 60 °C (140 °F). 5.5.3 Molded billets shall be air dried at ambient conditions for a minimum of 12 days when the billets are manufactured using low pentane EPS resin (<4.5% pentane) and vacuum molding technology. 5.5.4 Molded billets shall be air dried at ambient conditions for a minimum of 18 days when the billets are manufactured using full pentane resin (nominal 6% pentane) and using vacuum molding technology. 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EEW s` Y'pf C ocd_m mgam Y mMNa m EE O u 'E E -e s o�� m r a E>> U = x E m Y U 9 C C 'O 9 'E m r m mo m° mZ W `o a° °u m " N 05 PAREXUSA 1/4" 1-1/4" P)MXUSA www.paroxusa.com Corporate Office Parex USA, Inc. 4125 E. La Palma Ave., Suite 250 Anaheim, CA 92807 (866) 516-0061 Tech Support: (800) 226-2424 0 Par. USA, IM. February 2013 • PEP55 Expanded Polystyrene (EPS) Insulation Board CS -1 E-EM0I107 %4 0a WaterMaster Channel Board 10" 1/4" deep x 1-1/2" wide (10" on center) Facilities French Camp, CA Duluth, GA North Hollywood, CA Redan, GA Riverside, CA Albuquerque, NM Colorado Springs, CO Haines City, FL Allentown,t►�i� SUSTAINABILITY San Antonio,, TX CSI SECTION MVS -CI Masonry Veneer on Continuous Insulation System Overview This overview does not form part of the specification. Adhered manufactured stone masonry veneer, thin brick, or tile is bonded to a cementitious base coat bonded to continuous insulation. A water -resistive barrier coating and drainage function are provided behind the insulation. Manufactured stone masonry veneer units shall comply with the applicable requirements of ICC Evaluation Service Acceptance Criteria AC51. Dimension and weight limitations of veneer units are in Section 2 of this specification. COORDINATION REQUIRED FOR MATERIALS INSTALLED BY OTHERS: SHEATHING FASTENER TYPE AND SPACING MUST BE AS SPECIFIED FOR THE MVS -CI SYSTEM IN ICC EVALUATION SERVICE REPORT ESR -2562. Substrate construction must resist all design loads. Sheathing attachment to framing must resist design negative wind loads because it transfers those loads to the framing. Maximum stud spacing of supporting framing is 16" on center. Appropriate safety factors must be applied. Substrate construction must be designed to limit transverse deflection to 1/360 of the span under design wind loads. The system does not contribute structural strength to the wall. It depends on the substrate wall for support. All penetrations and terminations of the system other than weeps must be made weather -tight, typically by sealants and/or flashings. Some jurisdictions require Special Inspection of the water -resistive barrier coating. Check with the AHJ for the project. The EPS has a maximum service temperature of 165°F (74°C). Dark veneer colors will increase the surface temperature of the wall. Therefore the veneer is limited to colors with a 20% min. reflectance value. Interior use is prohibited. PART 1 -GENERAL 1.1 SECTION INCLUDES A. Manufacturer's requirements for the proper design, use, materials, and installation of an exterior insulation and finish system having adhered manufactured stone masonry veneer facing. 1.2 RELATED SECTIONS A. Section 03 30 00 - Cast -in -Place Concrete B. Section 04 70 00 - Manufactured Masonry C. Section 06 16 00 - Sheathing D. Section 07 62 00 - Sheet Metal Flashing and Trim E. Section 07 90 00 - Joint Protection F. Section 08 50 00 - Windows G. Section 09 21 16 - Gypsum Board Assemblies 1.3 REFERENCES A. ANSI A108.5 American National Standard Specification for Installation of Ceramic Tile with Latex - Portland Cement Mortar B. ANSI A1.08.9 Installation of Ceramic Tile with Modified Epoxy Emulsion Mortar/Grout C. ANSI A108.10 Installation of Grout in Tilework D ANSI Al 18.4 American National Standard Specifications for Modified Dry -Set Cement Mortar Parex USA Masonry Veneer System - CI (Rev June 2017) 07 24 00 Page - 1 E. ANSI At 18.6 American National Standard Specifications Cement Grout for Tile Installation F. ANSI At 18.8 American National Standard Specifications for Modified Epoxy Emulsion Grout G. ANSI A137.1 American National Standard Specifications for Ceramic Tile H. ASTM B117 Test Method for Salt Spray (Fog) Testing C150 Standard Specification for Portland Cement I. ASTM C270 Standard Specification for Mortar for Unit Masonry J. ASTM C150 Standard Specification for Portland Cement K. ASTM C482 Standard Test Method for Bond Strength of Ceramic Tile to Portland Cement Paste (Modified) L. ASTM C920 Standard Specification for Elastomeric Joint Sealants M. ASTM C979 Standard Specification for Pigments for Integrally Colored Concrete N. ASTM C1088 Standard Specification for Thin Veneer Brick Units Made from Clay or Shale O. ASTM C1135 Test Method for Determining Tensile Adhesion Properties of Structural Sealants P. ASTM C1177 Standard Specification for Glass Mat Gypsum Substrate Q. ASTM C1325 Standard Specification for Non -Asbestos Fiber -Mat Reinforced Cementitious Backer Units R. ASTM C1670 Standard Specification for Adhered Manufactured Stone Masonry Veneer (AMSMV) Units S. ASTM D2247 Practice for Testing Water Resistance of Coatings in 100 Percent Relative Humidity T. ASTM D3273 Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber U. ASTM E84 Test Method for Surface Burning Characteristics of Building Materials V. ASTM E330 Test Method for Structural Performance by Uniform Static Air Pressure Difference. W. ASTM E331 Test Method for Water Penetration by Uniform Static Air Pressure Difference. X. ASTM E2134 Standard Test Method for Evaluating the Tensile -Adhesion Performance of an Exterior Insulation and Finish System (EIFS) Y. ASTM E2273 Standard Test Method for Determining the Drainage Efficiency of Exterior Insulation and Finish Systems (EIFS) Clad Walls Z. ASTM E2430 Standard Specification For Expanded Polystyrene ("EPS") Thermal Insulation Boards For Use In Exterior Insulation and Finish Systems ("EIFS") AA. ASTM E2485 Standard Test Method for Freeze/Thaw Resistance of Exterior Insulation and Finish Systems (EIFS) and Water Resistive Barrier Coatings BB. ASTM E2568 Standard Specification for Class PB Exterior Insulation and Finish Systems (EIFS) CC. ASTM E2570 Standard Test Method for Evaluating Water -Resistive Barrier Coatings Used Under Exterior Insulation and Finish Systems (EIFS) or Exterior Insulation and Finish Systems (EIFS) with Drainage DD. AC51 Acceptance Criteria for Precast Stone Veneer, ICC Evaluation Service, LLC EE. The International Building Code (IBC), International Code Conference FF. The Masonry Society / American Concrete Institute/ American Society of Civil Engineers 1. TMS 402/ACI 530/ASCE 5 Parex USA Masonry Veneer System — Cl (Rev June 2017) 07 24 00 Page - 2 GG. National Fire Protection Association 1. NFPA 285 Standard Method of Test for the Evaluation of Flammability Characteristics of Exterior Nonload-bearing Wall Assemblies Containing Combustible Components 2. NFPA 268 Standard Test Method for Determining Ignitability of Exterior Wall Assemblies Using a Radiant Heat Energy Source. HH. National Institute of Science and Technology 1. PS -1 Construction and Industrial Plywood 2. PS -2 Performance Standard for Wood Based Structural -Use Panels II. Tile Council of North America (TCNA) 1. Handbook for Ceramic, Glass, and Stone Tile Installation 2012 a. EJ171 Movement Joint Guidelines for Ceramic Glass and Stone 1.4 ASSEMBLY DESCRIPTION A. Adhered manufactured stone masonry veneer units or thin brick are bonded to the Parex USA Reinforced cementitious base coat and mechanical fasteners over a continuous insulation. The EPS continuous insulation is adhered with vertical ribbons of adhesive to create drainage over a water resistive barrier coating. The system is installed over glass mat gypsum sheathing, cement board sheathing, Exposure 1 plywood or OSB, concrete, or concrete masonry, or clay brick. B. Functional Criteria: 1. General: a. Insulation Board: At system termination, completely encapsulate insulation board edges by mesh reinforced base coat. The use of and maximum thickness of insulation board shall be in accordance with applicable building codes and Parex USA requirements. b. Flashing: Flashing shall be continuous and watertight. Flashing shall be designed and installed to prevent water infiltration behind the cladding. Refer to Division 07 Flashing Section for specified flashing materials. c. See Current ICC Evaluation Service Report ESR 2562 or Contact Parex USA Technical Department for allowable design wind loads. (1) Usage not meeting above criteria is prohibited unless approved in writing by Parex USA, Inc. prior to installation. d. The building interior shall be separated from the insulation board by minimum'/ in (12.7 mm) of gypsum board or equivalent 15 minute thermal barrier. e. Terminate the system not less than 2 inches above pavement and 6 inches above soil. f. Minimum pitch of sloped surfaces: 4/12. g. Maximum run of sloped surfaces: 10 inches. The veneer units on the slope shall be not less than the length of the slope measured from the top of the slope to the bottom of the slope. There shall be no horizontal joints within a sloped surface. h. Adhered veneer shall not be installed overhead except mosaic tiles not larger than 2'k 2"x 1/8" maximum thickness. 2. Performance Requirements a. ICC Evaluation Service, Inc. Acceptance Criteria AC 235 and 212 b. Shall meet the testing requirements of the Product Performance Sheets. c. Manufactured stone masonry veneer units to meet the requirements of Acceptance Criteria AC51. 3. Substrate construction behind water -resistive barrier coating: a. Shall be engineered to withstand applicable design loads including required safety factor. b. Surfaces must be structurally sound, stable & rigid enough to support the System. Parex USA Masonry Veneer System — Cl (Rev June 2017) 07 24 00 Page - 3 c. Maximum substrate transverse deflection under positive and negative design wind loads shall not exceed (L=span length): U360. (1) Usage not meeting above criteria is prohibited unless approved in writing by Parex USA, Inc. prior to installation. d. Substrate dimensional tolerance: Substrate wall maximum allowed variation from the required plane is 1/4" in 10 feet. e. Surface irregularities: not over 1/8 in (3 mm) 4. MVS -CI System Expansion Joints a. Expansion joints: Continuous expansion joints shall be installed at the following locations in accordance with manufacturer's recommendations: (1) At building expansion joints. (2) At substrate expansion joints. (3) At floor lines in wood frame construction. (4) At framing deflection locations in light gage cold formed metal framing (5) Where pre -fabricated EIFS wall panels abut one another. (6) Where EIFS abuts other materials (7) Where substrate changes (8) Where significant structural movement occurs, such as at (i) Changes in roof line. (ii) Changes in building shape and/or structural system. b. Adhered veneer expansion joints (1) At all expansion joints in the MVS -CI assembly. (2) At all inside corners. (3) Thin brick: Soft joints every 18 feet and per section 3.4.G below. (4) Tile: Soft joints every 8 feet. (5) Manufactured stone masonry veneer: in accordance with the manufactured stone masonry veneer manufacturer's recommendations. EDITOR NOTE: INDICATE JOINT WIDTH ON DRAWINGS FOR MOVEMENT AND EXPANSION AND CONTRACTION CONDITIONS. CONSULT WITH SEALANT MANUFACTURER FOR JOINT DESIGN RECOMMENDATIONS AND WITH EIFS MANUFACTURER FOR COORDINATION OF EIFS MATERIALS. c. Substrate movement and expansion and contraction of continuous insulated assembly and adjacent materials shall be taken into account in design of expansion joints, with proper consideration given to sealant properties, installation conditions, temperature range, coefficients of expansion of materials, joint width to depth ratios, and other material factors. Minimum width of expansion joints shall be as follows: (1) % in (12.7 mm) where system abuts other materials. (2) % in (19 mm) expansion joint within system. (3) Larger width where indicated on drawings. 5. Manufacturer's Details: Manufacturer's latest published information shall be followed for standard detail treatments. a. Non-standard detail treatments shall be as recommended by manufacturer, approved by Project Designer and be part of the Contract Documents. 6. Building Code Conformance: shall be acceptable for use on this project under building code having jurisdiction. 1.5 SUBMITTALS A. General: Submit samples, Evaluation Reports, warranties samples, and certificates in accordance with Division 01 General Requirements Submittal Section. Parex USA Masonry Veneer System — Cl (Rev June 2017) 07 24 00 Page - 4 1.6 QUALITY ASSURANCE A. Qualifications: 1. All system materials, excluding veneer units, shall be Parex USA products and purchased from Parex USA or its authorized distributor. 2. Applicator: a. Shall have completed the manufacturer's Educational Seminar. b. Shall possess a current manufacturer's certificate of education. c. Shall be experienced and competent in installation of plaster -like materials, adhered veneers, and liquid -applied air and water -resistive barrier coatings. B. Regulatory Requirements: 1. Insulation Board: Shall be produced and labeled under a third party quality program as required by applicable building code. 1.7 DELIVERY, STORAGE, AND HANDLING A. Delivery: Deliver materials in original packaging with manufacturer's identification. B. Storage: Store materials in a cool, dry location, out of sunlight, protected from weather and other harmful environment, and at a temperature above 40°F (4°C) and below 110°F (43°C) in accordance with manufacturer's instructions. 1.8 PROJECT / SITE CONDITIONS A. Installation Ambient Air Temperature: Minimum of 40°F (4°C) and rising, and remain so for 24 hours thereafter. B. Substrate Temperature: Do not apply materials to substrates whose temperature are below 40°F (4°C) or contain frost or ice. C. Inclement Weather: Do not apply materials during inclement weather unless appropriate protection is employed. D. Sunlight Exposure: Avoid, when possible, installation of the materials in direct sunlight. E. Materials shall not be applied if ambient temperature exceeds 105°F (38°C) within 24 hours of application or falls below 40°F (4°C) within 48 hours of application. Protect materials from uneven and excessive evaporation during hot, dry weather. F. Prior to installation, the wall shall be inspected for surface contamination, or other defects that may adversely affect the performance of the materials and shall be free of residual moisture. 1.9 COORDINATION AND SCHEDULING: A. The General Contractor must coordinate sheathing fastener type and spacing with sheathing installation contractor. SHEATHING FASTENER TYPE AND SPACING MUST BE AS SPECIFIED FOR THE MVS -CI SYSTEM IN ICC EVALUATION SERVICE REPORT ESR -2562. B. Coordinate water -resistive & air barrier coating installation with other construction operations. C. Coordinate water -resistive & air barrier coating installation with special inspection schedule. 1.10 WARRANTY A. Warranty: Upon request, at completion of installation, provide manufacturer's Standard Limited Warranty. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Manufacturer, Basis of Design: Parex USA, Inc., 4125 E. La Palma Ave., Suite 250, Anaheim, CA 92807 Contact: Architectural Sales (866.516.0061) or Technical Support (800.226.2424). B. Components: Obtain components from authorized distributors. No substitutions or additions of other materials are permitted without prior written permission from Parex USA for this project. 2.2 MATERIALS A. Water Resistive Barrier: Parex USA Masonry Veneer System — Cl (Rev June 2017) 07 24 00 Page - 5 3. Parex USA WeatherSeal Spray & Roll -On water resistive and air barrier coating, fluid consistency, conforming to ASTM 2570, applied by roller, sprayer, or brush. 4. Parex USA WeatherSeal Trowel -On water resistive and air barrier coating, paste consistency, conforming to ASTM E2570, applied by trowel or taping knife. 5. Parex USA 396 Sheathing Tape: Non -woven synthetic fiber tape to reinforce Parex USA WeatherSeal Spray & Roll -On roll on water -resistive barrier at sheathing board joints, into rough openings and other terminations into dissimilar materials available in 4 in, 6 in and 9 in widths. 6. Parex USA 365 Flashing Membrane: Self sealing, Polyester faced, rubberized asphalt membrane, 30 mils (0.76 mm) thick. 7. Parex USA WeatherFlash: Exterior gunnable waterproof joint treatment and fluid applied flashing. Single -component, non -sag, moisture curing. Used in conjunction with WeatherSeal Spray and -Roll-On or WeatherSeal Trowel -On to fill penetrations and open joints up to 1/2 inch (13MM) and to flash rough openings. B. Adhesive for EPS Insulation Board: 1. Parex USA MVS EPS Basecoat /Adhesive: 100% acrylic polymer based, requiring the addition of portland cement; used as an adhesive to laminate EPS Insulation Board to either the Parex USA WeatherSeal Spray & Roll-on or Parex USA WeatherSeal Trowel -On. WARNING: NEVER SUBSTITUTE ANY OTHER ADHESIVE. C. Insulation Board: In compliance with manufacturer's requirements for Standard System EIFS. 1. Produced and labeled under a third party quality program as required by applicable building code; and produced by a manufacturer approved by Parex USA. 2. Shall conform to ASTM C578 and ASTM E2430, Type I and the Parex USA specification for Molded Expanded Polystyrene Insulation board. 3. Maximum size shall be 2 It x 4 ft (610 mm x 1219 mm). 4. Thickness: a. 1 in (25 mm) minimum board thickness, 4 in (102 mm) maximum board thickness. D. Base Coats: 1. Parex USA MVS EPS Basecoat: 100% acrylic polymer based, requiring the addition of portland cement. WARNING: NEVER SUBSTITUTE ANY OTHER BASE COAT. E. Parex USA Reinforcing Mesh for embedment in base coat: 1. For combustible (Type V) construction: Parex USA 355 Standard Mesh: Weight 4.5 oz. per sq. yd. (153 g/sq m); coated for protection against alkali. 2. For noncombustible construction (Types 1,11,111, and IV): 358.10 Intermediate Impact 10 Mesh: Weight 12 oz per sq. yd. (407 g/sq m); coated for protection against alkali. F. Mechanical fasteners and washers: (Installed only in areas to receive adhered veneer, not in areas to receive acrylic finish: 1. Corrosion resistant Screws, applicable per type of framing. Minimum penetration: % inch into wood framing and three full diameter threads into steel framing, corrosion -resistant to 30 cycles of the Kesternich DIN 50018 SFW 2.0 test. G. 1 ''/4" diameter minimum 26 gage G90 or Galvalume metal plates. H. Parex USA Masonry Veneer Adhesive: a polymer modified portland cement dry set mortar for bonding veneer units to the fiberglass mesh reinforced EPS Base Coat & Adhesive. I. Adhered Veneer Materials: EDITOR NOTE: SPECIFY VENEER UNITS BELOW. DELETE UNUSED CATEGORIES. Manufactured Stone Masonry Veneer including cementitious composition thin brick as follows: a. Veneer Units: 1) Maximum Weight: 12 pounds per square foot (49 kg/M2) (if higher contact Parex USA Technical Service Department) with no single unit greater than 20 pounds (9 kg) Parex USA Masonry Veneer System - Cl (Rev June 2017) 07 24 00 Page - 6 2) Manufacturer: [_� 3) Size: j (288 square inches maximum area of single stone) 4) Thickness: j_ .(5/8" (15.8 mm) to 2 5/8" (68 mm) maximum thickness) 5) Pattern: F [_]. (ashler, thin brick, random, etc.) 6) Color: [_� (] [as scheduled] j_ , to match approved sample range. 7) Sills, quoins, trim pieces as follows: j_] 1 11 Lam• b. Veneer joint grout: 1) Masonry mortar conforming to ASTM C270 2) Color: natural or tint with mortar pigment conforming to ASTM C979. Color [_� 3) Joint tooling: concave v ioint [grapevine orofilel 4) Water: Clean, cool, potable water 2. Ceramic Tile Materials: In accordance with ANSI A137.1 EDITOR NOTE: SPECIFY TILE BELOW. DELETE UNUSED CATEGORIES. a. Ceramic Tile as follows: 1) Manufacturer: I` 2) Size: j_�. 3) Thickness: 4) Pattern: [-J U 5) Color: [—� [_] b. Tile joint grout 1) [_] ANSI A118.6 Latex Portland Cement Grout, Sanded: Merkrete 2) 1` ANSI A118.6 Latex Portland Cement Grout, Nonsanded: Merkrete 3) [_j ANSI A118.8 Modified Epoxy Emulsion Grout: Merkrete ProEpoxy 4) Color: F 5) Joint width : (_ 3. Thin Veneer Brick Units, clay or shale, exterior grade, in accordance with ASTM C1088. a. Thin Brick as follows: 1) Manufacturer: [ 2) Size: j_�. 3) Thickness: (Maximum 1")1 4) Pattern: j_] 5) Color: [_� (_] b. Thin brick joint mortar/grout: 1) Masonry mortar conforming to ASTM C270 2) Color: natural or tint with mortar pigment conforming to ASTM C979. Color [.� 3) Joint tooling: concave fy'oint [grapevine Profile 4) Water: Clean, cool, potable water 2.3 RELATED MATERIALS AND ACCESSORIES A. Substrate Materials: [1. Glass mat gypsum sheathing conforming to ASTM C 1177. [2. Cement Fiber Sheathing conforming to ASTM C 1325 [3. Plywood: Minimum 15/32 in (11.9 mm) thick exterior grade or PS 1 Exposure 1, C veneer facing out, panels gapped 1/8 in at all edges. Parex USA Masonry Veneer System – Cl (Rev June 2017) 07 24 00 Page - 7 [4. Oriented Strand Board (OSB): Minimum 7/16 in, APA -The Engineered Wood Association, TECO, or PSI/PTL stamped as Exposure 1 or Exterior Sheathing with a PS2 or PRP -108 rating. [5. Sheathing Fasteners: SHEATHING FASTENER TYPE AND SPACING MUST BE AS SPECIFIED FOR THE MVS -CI SYSTEM IN ICC EVALUATION SERVICE REPORT ESR - 2562. [6. Concrete and Concrete Masonry: unpainted, uncoated, without water- repellants [7. Other approved by Parex USA in writing prior to the start of construction. B. Flashing: Refer to Division 07 Flashing Section for flashing materials. C. Sealant System: 1. Sealant for expansion joints between EIFS sections shall be ultra-low modulus designed for minimum 100% elongation and minimum 50% compression and as selected by Project Designer. 2. Sealant for perimeter seals around window and door frames and other wall penetrations shall be low modulus, designed for minimum 50% elongation and minimum 25% compression, and as selected by Project Designer. 3. Sealants shall conform to ASTM C920, Grade NS, Class 100/50 for expansion joints between EIFS sections, Class 50 for perimeter seals. 4. Expansion joints between sections of Parex USA EIFS shall have a minimum width of % in (19 mm). 5. Perimeter seal joints shall be a minimum width of % in (12.7 mm). 6. Sealant backer rod shall be closed -cell polyethylene foam. 7. Apply sealant to foundation tracks or base coat of Parex USA EIFS. 8. Refer to Parex USA current bulletin for listing of sealants which have been tested and have been found to be compatible with Parex USA EIFS. 9. Color shall be as selected by Project Designer. 10. Joint design, surface preparation, and sealant primer shall be based on sealant manufacturer's recommendations and project conditions. EDITOR NOTE: PART 3 EXECUTION BELOW INVOLVES ONSITE WORK AND SHOULD INCLUDE PROVISIONS FOR INCORPORATING MATERIALS AND PRODUCTS INTO PROJECT. TYPICALLY, "CONDITIONS OF THE CONTRACT" ESTABLISH RESPONSIBILITY FOR "MEANS, METHODS, TECHNIQUES, AND SAFETY" REQUIREMENTS OF CONSTRUCTION WITH CONTRACTOR. SPECIFICATIONS SHOULD AVOID CONFLICTS WITH THIS CONTRACTUAL PRINCIPLE. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify project site conditions under provisions of Section 01 00 00. B. Compliance: Comply with manufacturer's instructions for installation. C. Substrate Examination: Examine prior to installation of water -resistive membrane & air barrier coating materials as follows: 1. Substrate shall be of a type approved by manufacturer. Plywood and OSB substrates shall be gapped 1/8 in (3.2 mm) at all edges. 2. Substrate shall be examined for soundness or harmful conditions. 3. Substrate shall be free of dust, dirt, laitance, efflorescence, and other harmful contaminants. D. Sealants and Backer Rod: To be installed, where required, in accordance with the sealant manufacturer's specifications and published literature, and using the sealant manufacturer's recommended primer. E. Advise Contractor of discrepancies preventing proper installation of the water -resistive membrane & air barrier coating material. Do not proceed with the work until unsatisfactory conditions are corrected. 3.2 PREPARATION Parex USA Masonry Veneer System — Cl (Rev June 2017) 07 24 00 Page - 8 A. Protection: Protect surrounding material surfaces and areas during installation of system. B. Clean surfaces thoroughly prior to installation. C. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 3.3 MIXING A. Mix materials in accordance with manufacturer's instructions. 3.4 APPLICATION A. General: Installation shall conform to this specification and manufacturer's written instructions. B. Drainage Accessories and Water Resistive Barrier: 1. Treat all sheathing joints with Parex USA WeatherSeal Spray & Roll -On or Parex USA WeatherSeal Trowel -On water -resistive barrier coating and embed Parex USA 396 Sheathing Tape. 2. Flash all rough openings with Parex USA WeatherSeal Spray & Roll -On or Parex USA WeatherSealTrowel-On water -resistive barrier and embedded Parex USA 396 Sheathing Tape. 3. Flash heads of all openings with metal head flashing as shown in the System detail drawings. 4. Install either drainage tracks (limited to terminations at foundations) or omit track if Parex USA DrainEdge at back -wrap mesh will be installed at system terminations at foundations. 5. Apply Parex USA WeatherSeal Spray & Roll-on to the surface of the substrate (2 coats required on plywood, OSB, and masonry). Over concrete and masonry, a skim coat Parex USA Stucco Level Coat may be use to fill porous surfaces and allowed to dry prior to Parex USA WeatherSeal Spray & Roll -On application. Apply Parex USA WeatherSeal Trowel -on in a single coat on concrete and concrete masonry. Center Parex USA 396 Joint Tape on edges of all vertical legs of flashing and track and embed in Parex USA WeatherSeal Spray & Roll -On. 6. Treat the heads of all window, door, louver, PTAC unit and similar openings with Parex USA DrainEdge to allow for drainage at these locations. 7. Install mesh back -wrap or edge -wrap at system terminations. C. Insulation Board: 1. Apply Parex USA MVS EPS Basecoat/ Adhesive to backs of insulation boards with a'W, x %" U - notch trowel with 2 in. flat segments between notches. (13 x 13 x 51 mm). Apply with ribbons of adhesive oriented in a vertical direction (parallel to the 2 ft (610 mm)) dimension of the EPS board) to EPS boards. 2. Install insulation board without gaps in a running bond pattern and interlocked at corners. 3. After 24 hours of drying, or longer as may be required to completely dry in cool or damp weather, rasp irregularities off insulation board. Rasp to provide a flat surface with maximum variation of 114" in 10 feet. D. Base Coat and Reinforcing mesh: a. Combustible (Type V) construction: Parex USA MVS EPS Basecoat and fully embed Parex USA Standard Mesh 355 in base coat; include diagonal mesh patches at corners of openings and reinforcing mesh patches at joints of track sections. b. Noncombustible construction (Types I, Il, III, and IV) Apply Parex USA MVS EPS Basecoat and fully embed Parex USA Intermediate (12 oz per square yard) Mesh 358.10 in base coat. 2. a. Install diagonal mesh patches at corners of openings and reinforcing mesh patches at joints of track sections. b. Allow base coat to dry 24 hours. C. Install corrosion resistant screws with 1 % in washers through the system and into the framing at a maximum spacing along vertical framing members of 36 inches on center and within 4 and 6 inches of wall tops. Parex USA Masonry Veneer System — Cl (Rev June 2017) 07 24 00 Page - 9 INSTALL MECHANICAL FASTENERS ONLY IN AREAS TO RECEIVE ADHERED VENEER. DO NOT INSTALL MECHANICAL FASTENERS IN AREAS TO RECEIVE ACRYLIC FINISH. E. Manufactured Stone Masonry Veneer and Thin Brick: 1. Ensure complete coverage of Parex USA Masonry Veneer Adhesive between the Parex USA MVS EPS Basecoat & Adhesive and the back side of the units. 2. Thin brick form veneer units: Allowing for a mortar joint of 3/8"-1/2", calculate and mark off the number of courses required. Adjust joint size to minimize horizontal cutting. Run level guide lines to ensure proper placement of bricks. Mix brick from several boxes at a time to achieve a pleasing blend of color and texture. 3. Stone form veneer units: Install in accordance with the veneer unit manufacturers pattern as specified with Parex USA Thin veneer Adhesive. Set units with the veneer manufacturer's specified nominal joint width. 4. For thin brick form veneer units, spread adhesive in a continuous layer nominally 3/16 to''/4 in. thick and press firmly into place on the base coat. 5. For stone form veneer units, skim the base coat with Parex USA Masonry Veneer Adhesive covering small areas onto which the stones can be placed while the adhesive surface is still wet and tacky. 6. Apply Parex USA Masonry Veneer Adhesive to the backs of stone form units in a continuous layer thick enough to provide gap -free contact with the wet skim coat of adhesive, typically'/4" to 3/8 in. (6 mm to 9 mm) thick. Fit veneer units around corners, fitments, fixtures, drains and other built-in objects to maintain uniform joint appearance. 7. Make cut edges smooth, even and free from chipping. Do not split veneer units 8. EIFS Expansion and Perimeter Joints: Install the veneer units up to the joint leaving a gap the width of the EIFS joint. Keep all control and expansion joints free of setting materials. 9. Curing time of veneer adhesive: 72 hours before grouting when the temperature is low or the humidity is high. 24 hours before grouting when hot, dry conditions exist. Check the bond strength carefully before grouting. F. Grouting Manufactured Stone Masonry Veneer and Thin Brick: 1. Verify grout joints are free of dirt, debris or tile spacers. Sponge or wipe dust/dirt off veneer face and remove any water standing in joints. Surface and air temperature must be between 40- 90-F (4-32°C). 2. Keep grouting mortar out of spaces to receive sealants. a. Fill joints using a grout bag, mortar gun or other mortar delivery device. When thumbprint hard, rake out excess mortar, compact and seal edges around stones. A wet brush or sponge should never be used to treat the mortar joints as this will cause staining that will be difficult or impossible to remove. b. As soon as grouting mortar has hardened, brush of excess grout from veneer units edges and faces with a stiff non-metallic brush. C. Do not use acid cleaners. G. Ceramic Tile: 1. Install tile with Parex USA Masonry Veneer Adhesive to comply with ANSI A108.5, except do not dampen the MVS EPS Basecoat /Adhesive as given in ANSI A108.5 Section 2.2.1. 2. Grout tile to comply with ANSI A108.5. 3.4 CLEAN-UP A. Removal: Remove and legally dispose of material from job site. 3.6 PROTECTION A. Provide protection of installed materials from water infiltration into or behind them. B. Provide protection of installed materials from dust, dirt, precipitation, and freezing during installation Parex USA Masonry Veneer System — Cl (Rev June 2017) 07 24 00 Page - 10 and continuous high humidity until fully cured and dry. C. Clean exposed surfaces using materials and methods recommended by the manufacturer of the material or product being cleaned. Remove and replace work that cannot be cleaned to the satisfaction of the Project Designer/Owner. END OF SECTION Rev. APRIL 2017 Disclaimer., This guide specification is intended for use by a qualified designer. The guide specification is not intended to be used verbatim as an actual specification without appropriate modifications for the specific use intended. The guide specification must be integrated into and coordinated with the procedures of each design firm, and the requirements of a specific project. For additional assistance, contact Parex USA's Architectural Sales (666.516.0061) or Technical Support (800-224-2626). Parex USA Masonry Veneer System — Cl (Rev June 2017) 07 24 00 Page- 11 Product Performance Sheet Masonry Veneer -CI Fire Performance MethodEIFS [CC or ASTM Criteria Results Flame Spread: to 15 Surface Burning No Requirement q Individual components shall each have a Flame spread Characteristics ASTM E84 <25, and smoke developed < Smoke Developed: S ped: 0 to 5x magnification effect 450 15 Fire Resistance ASTM Ell 19 Maintain fire resistance of Pass (without adhered the plane of the base existing rated assembly veneer) Radiant Heat Exposure NFPA 268 No ignition @ 20 minutes Pass Intermediate Scale Multi -Story NFPA 285 (UBC Standard Required for Non-combustible sheathing: 91 PSF Pos Fire Test 26-9) Construction pass Strength MethodEIFS ICC or ASTM Criteria Results Creep Resistance of Adhesive ASTM D2294 No Requirement q 28 days 208 psf shear No deleterious effects* at 10 cycles when viewed under 10 cycles: no deleterious stress; no creep 5x magnification effect Steel frame glass mat No water penetration beyond sheathing: 76.5 PSF Pos, the plane of the base Withstand positive and 40 PSF Neg Transverse Wind Load ASTM E330 negative wind loads as Wood Frame glass mat after 15 minutes at 6.24 psf specified sheathing: 91 PSF Pos (299 Pa) Moisture Resistance 46.3 PSF Neg No deleterious effects at 14 pass Wood frame, OSB/plywood day exposure Salt FogResistance 93 PSF Pos, 72.3 PSF Ne No deleterious effects* at 500 hours: no deterioration Tensile Bond Strength ASTM E2134 Minimum 15 psi (103kPa) Pass Shear Bond Strength ASTM C482 50 psi 106 psi Pass Environmental MethodEIFS Durability ICC or ASTM Criteria Results Drainage Efficiency ASTM E2273 Pass Freeze/Thaw Resistance ASTM E 2485 No deleterious effects* at 10 cycles when viewed under 10 cycles: no deleterious Methods A and B 5x magnification effect No water penetration beyond the plane of the base Water Penetration ASTM E 331 coat/EPS board interface Pass after 15 minutes at 6.24 psf (299 Pa) Moisture Resistance ASTM D2247 No deleterious effects at 14 pass day exposure Salt FogResistance ASTM 8117 No deleterious effects* at 500 hours: no deterioration 300 hours *No deleterious effects: no cracking, checking, crazing, erosion, rusting, blistering. Parex USA Masonry Veneer System — Cl (Rev June 2017) 07 24 00 Page - 12 Parex USA WeatherSeal Method [CC and ASTM E2570 Criteria Results Spray• '• 25 Cycles followed by Hydrostatic Accelerated Weathering AC 212 Pressure Test: No water penetration Pass: no water penetration on the plane of the exterior face 75 Pa (1.57 Ib/112, 0.3 in H2O) _ <.00001 L/m2's (0.00001 cfm/ft2) Air Infiltration ASTM E2178 < 0.02 L/m2's (< 0.004 cfm/ft2) at 75 Pa (1.57 Ib/ft2, 0.3 in H2O) Air Leakage of Air Barrier ASTM E2357 Pass < 0.2 L / s. m2 at 75 Pa) (< Pass Assemblies 0.04 cfm / ft2 at 1.57 psf) Air Leakage ASTM E283 No Criteria < 0.004 cfm/ft2 No 1/8" (3 mm) mandrel Flexibility ASTM D522 No Criteria m nus 40iFg Freeze -Thaw Resistance ASTM E 2485 10 Cycles Pass — No Deleterious Effects Hydrostatic Pressure Test AATCC 127 Resist 21.6 in (55 cm) water for 5 Pass: no water penetration (Water Column) hours before and after aging Nail Seal ability, Head of ASTM D1970 No Criteria Pass 5 inches of water Water Evaluation of Fire NFPA 285 In Accordance with IBC Chapter 26 Meets requirements for use on all Types of construction Propagation No ignition upon 20 minute radiant Radiant heat exposure NFPA 268 In Accordance with IBC Chapter 26 heat exposure at 1.25 w/cm2. Pass -No cracking at field, joints RackingASTM E72 Deflection at 1/8 in (3.2 mm) or flashing connection Structural Loading ASTM E1233 Procedure A 10 Cycles co g 80% design load y Pass -No cracking at field, joints or flashing connection Restrained Environmental ICC ES AC 212 / ASTM E2570 5 Cycles of wetting and drying Pass -No cracking at field, joints or flashing connection Surface Burning ASTM E84 ICC and ASTM E2568 Flame Spread <25 Flame Spread =0 Characteristics Smoke Developed <450 Smoke Developed =0 Tensile Bond Strength g ASTM E 2134/ Minimum 15 psi (104 kPa) Pass all listed substrates and flashing materials ASTM C 297 Water Resistance ASTM D 2247 14 Days Pass — No Deleterious Effects. Pass 25.4 psf (1216 Pa) for 165 Water Penetration ASTM E331 2.86 psf (137 Pa) for 15 minutes minutes Tested after Structural Loading, Water Penetration ASTM E331 Racking Restrained Environmental No Water Penetration Cycling at 2.86 psf 15 minutes Water vapor transmission ASTM E96 Procedure B Vapor Permeable 12.0 perms 210 hours of UV Exposure, 25 Weathering ICC ES AC 2121 cycles of accelerated weathering, Pass ASTM E2570 21.6 in water column for 5 hours Wind Driven Rain F.S. TT -C-5556 No Criteria Pass Reference US EPA, South Coast AQMD and 10 g/L F��EPA Test Method 24 Greenseal Standard Regional Harvest I LEED MRc 5.1 100% at all facilities Where several tests on different materials are summarized, a range of values is shown. This summary has been prepared to provide quick but partial information on how certain combinations of Parex products perform during certain tests. It is not a complete description of the test procedures or of the results thereof. Copies of original test reports are available at no charge upon request. Please contact Parex USA's Architectural Sales (866-516-0061) or Technical Support Department (800-226- 2424) if further information is required. Parex USA Masonry Veneer System — Cl (Rev June 2017) 07 24 00 Page -13 Parex USA Masonry Veneer System — Cl (Rev June 2017) 07 24 00 Page - 14 MASONRY VENEER - CI SYSTEM KEY NOTES OFRAMING OSHEATHING OPAREX USA WATER -RESISTIVE BARRIERS (SEE NOTE 1) ® PAREX USA EPS BASE COAT & ADHESIVE O1" MIN. EPS THICKNESS © EXPANDED POLYSTYRENE INSULATION BOARD �] PAREX USA REINFORCING MESH EMBEDDED IN PAREX USA EPS BASE COAT & ADHESIVE ® PAREX USA MASONRY VENEER ADHESIVE OGROUT LO BACKER ROD & ELASTOMERIC SEALANT LL ADHERED VENEER MVS -CI E1.01 CAULKED JOINT (VERTICAL OR HORIZONT MASONRY VENEER CONTINUOUS INSULATION DRAINAGE SYSTEM DATE. 0411116 SCALE. N T.S. NOTES 1. Parex USA Water -Resistant 8 Air Banner options'. A. WastreBeal Spray 8 Roll -On or WeatherSeal Trowell (vapor permeable). B. WeatherBlock SP1 Spray 8 Roll -On (vapor impermeable). 2. Follow code requirements for adhered veneer dimensions and weights. 3. For alternate veneers contact the Parex USA Technical Service) Department. Disclaimer: The design, specifications, and construction shall comply with all local building codes and standards. Parex USA installation guidelines are for general Information and guidance only and Parex USA specifically disclaims any liability for the use of this tlesign, and for design, engineering, or workmanship of any project. The assembly shall be designed to prevent condensation within the assembly. The designer and the user shall provide final drawings and specifications. Products shown other than those manufactured by Parex USA are shown for clarity of the Parex USA product only. Contact the manufacturer of such other products for installation instructions. Technical Support: 800.226.24241 www.PAREXUSA.com I �* MASONRY VENEER - CI SYSTEM MVS -CI G1.01 FRAMED WALL APPLICATION MASONRY VENEER CONTINUOUS INSULATION DRAINAGE SYSTEM KEY NOTES OSHEATHING OPAREX USA SHEATHING JOINT TAPE EMBEDDED IN PAREX USA WATER RESISTIVE & AIR BARRIER COATING OPAREX USA WATER -RESISTIVE BARRIERS (SEE NOTE 1) ® PAREX USA DRAINEDGE O$ MESH BACKWRAP © PAREX USA EPS BASE COAT & ADHESIVE OEXPANDED POLYSTYRENE INSULATION BOARD ®PAREX USA REINFORCING MESH EMBEDDED IN PAREX USA EPS BASE COAT & ADHESIVE MECHANICAL FASTENERS (SUPPLIED BY OTHERS) OTHROUGH PAREX USA EPS BASE COAT & ADHESIVE AND MESH INTO FRAMING AS REQUIRED BY PAREX USA\ LO PAREX USA MASONRY VENEER ADHESIVE 11 ADHERED VENEER 12 GROUT 1. Parex USA Water -Resistant & Air Samar options. A. WeatherSeal Spray & Roll -On or WeatherSeal Trowel -On (vapor permeable). B. WeatherBlcck SP1 Spray & Rall -On (vapor impermeable). 2. Follow code requirements for adhered veneer dimensions and weights. 3. For akemate veneers contact the Pam USA Technclal Service Department DATE 0411116 SCALE: N T.S. Disclaimer : The design, specifications, and construction shall comply with all local building codes and standards, Parex USA installation guidelines are for general intarmation and guidance only and Parex USA specifically disclaims any liability for the use of this design, and for design, engineering, or workmanship of any project. The assembly shall be designed to prevent condensation within the assembly. The designer and the user shall provide final drawings and specifications, Products shown other Man those manufactured by Parex USA are shown for clarity of the Parex USA product only. Contact the manufacturer of such other products for installation instructions. Technical Support: 800.226.2424 1 www.PAREXUSA.com i MASONRY VENEER - CI SYSTEM MVS -CI G1.02 SLOPED SURFACE KEY NOTES O1 SHEATHING OPAREX USA WATER -RESISTIVE BARRIERS (SEE NOTE 1) OPAREX USA EPS BASE COAT & ADHESIVE ® EXPANDED POLYSTYRENE INSULATION BOARD �$ PAREX USA REINFORCING MESH EMBEDDED IN PAREX USA EPS BASE COAT & ADHESIVE © PAREX USA MASONRY VENEER ADHESIVE OELASTOMERIC SEALANT (BY OTHERS) ® SINGLE UNIT REQUIRED FROM TOP TO BOTTOM OF SLOPE. 10" MAXIMUM RUN OF SLOPE. OADHERED VENEER lO GROUT MASONRY VENEER CONTINUOUS INSULATION DRAINAGE SYSTEM DATE: 4/01/16 SCALE: N.T.S. 1. Parex USA Water -Resistant & Air Samar options: A. Wealherfleal Spray & Roll -On or WeadterSeal Trowel -On (vapor permeable). S. WealherBlcck SP1 Spray& RoiWn(vapor impermeable). 2. Follow code requirements for adhered veneer dimensions and weights. 3 For alternatecontact P USA Technical Service Department Disclaimer: The design, specifications, and construction shall comply with all local building codes and standards. Parex USA installation guidelines are for general information and guidance only and Parex USA specifically disclaims any liability for the use of this design, and for design, engineering, or workmanship of any project. The assembly shall be designed to prevent condensation within the assembly. The designer and the user shall provide final drawings and specifications . Products shown other than those manufactured by Parex USA are shown for clarity of the Parex USA product only. Contact the manufacturer of such other products for installation instructions. Technical Support: 800.226.24241 www.PAREXUSA.com a tc`0 T MASONRY VENEER - C1 SYSTEM MVS -CI T1.01 TERMINATION AT GRADE KEY NOTES OSHEATHING OPAREX USA SHEATHING JOINT TAPE EMBEDDED IN PAREX USA WATER RESISTIVE & AIR BARRIER COATING OPAREX USA WATER -RESISTIVE BARRIERS (SEE NOTE 1) ® PAREX USA DRAINEDGE O$ MESH BACKWRAP © PAREX USA EPS BASE COAT & ADHESIVE OEXPANDED POLYSTYRENE INSULATION BOARD ®PAREX USA REINFORCING MESH EMBEDDED IN PAREX USA EPS BASE COAT & ADHESIVE MECHANICAL FASTENERS (SUPPLIED BY OTHERS) OTHROUGH BASE COAT AND MESH INTO FRAMING AS REQUIRED BY PAREX USA LO PAREX USA MASONRY VENEER ADHESIVE 11 ADHERED VENEER GROUT L3 MIN. DISTANCE PER APPLICABLE BUILDING CODE MASONRY VENEER CONTINUOUS INSULATION DRAINAGE SYSTEM DATE4/1/16 SCALE. N.T.S. nu ms 1. Parex USA Water -Resistant & Air Samer options: A. WeatherSeal Spray & Roll -On or Wealhes Seal Trowel -On (vapor permeable). B. VOeeherBlock SP1 Spray & Roll -On (vapor impermeable). 1 Follow code requirements for adhered veneer dimensions and weights. 3. Sawn dimension lumber floorjoist may require an expansion joint at the dissimilar substrate transition 4. For alternate veneers contact Pare. USA Technical Service Department - Disclaimer: The design, specifications, and construction shall comply with all local buildng codes and standards. Parex USA installation guidelines are for genera information and guidance only and Parex USA specRcally disclaims any liability for the use of this design, and for design, engineering, or workmanship of any project. The assembly shall be designed to prevent condensation within the assembly The designer and the user shall provide final drawings and specifications . Products shown other than those manufactured by Parex USA are shown for clarity of the Pare. USA product only Contact the manufacturer of such other products for installation instructions. Technical Support: 800.226.24241 www.PAREXUSA.com MASONRY VENEER - CI SYSTEM KEY NOTES 10 SHEATHING OPAREX USA SHEATHING JOINT TAPE EMBEDDED IN PAREX USA WATER RESISTIVE & AIR BARRIER COATING OPAREX USA WATER -RESISTIVE BARRIERS (SEE NOTE 1) ® PAREX USA WEATHERFILL (AIR -SEAL) OVENTED TRACK (BY OTHERS) PAREX USA SHEATHING JOINT TAPE SHINGLING © OVER VENTED TRACK ]� EXPANDED POLYSTYRENE INSULATION BOARD ® PAREX USA EPS BASE COAT& ADHESIVE PAREX USA REINFORCING MESH EMBEDDED IN O PAREX USA EPS BASE COAT & ADHESIVE MECHANICAL FASTENERS (SUPPLIED BY OTHERS) 10 THROUGH EPS BASE COAT AND MESH INTO FRAMING AS REQUIRED BY PAREX USA 11 PAREX USA MASONRY VENEER ADHESIVE 12 ADHERED VENEER 13 GROUT 14 MIN. DISTANCE PER APPLICABLE BUILDING CODE Iii T1.02 TERMINATION AT GRADE WITH VENTED TRACK MASONRY VENEER CONTINUOUS INSULATION DRAINAGE SYSTEM DATE: 411116 SCALE: N.T.S. 1. Parex USA Water -Resistant & Air Banner options: A. WeatherSeal Spray & Roll -On or WeatherSeal Trow iWn (vapor perneable). B. WeatherBlock SP1 Spray & Roll -On (vapor impermeable). 2. Follow code requirements for adhered veneer dimensions and weights. 3. Sawn dimension lumber floor joist may require an expansion joint at the dissimilar substrate transition. 4. For alternate veneers contact Pare. USA Technical Services Deparbnent. Disclaimer : The design, specifications, and construction shall comply with all local building codes and standards. Parex USA installation guidelines are for general information and guidance only and Parex USA specifically disclaims any liability for the use of this design, and for design, engineering, or workmanship of any project. The assembly shall be designed to prevent cordensation within the assembly. The designer and the user shall provide final drawings and specifications. Products shown other than those manufactured by Parex USA are shown for clarity of the Parex USA product only. Contact the manufacturer of such other products for installation instructions. Technical Support: 800.226.2424 1 www.PAREXUSA.com PAI N 0 MASONRY VENEER - CI SYSTEM Jim 111111111 OSHEATHING OPAREX Eno O NOTE 1) PAREX USA EPS BASE COAT & ADHESIVE O(SEE ] IN IN loom IEEE NEW MASONRY VENEER - CI SYSTEM N a I'll T1.03 TERMINATION WITH EIFS MASONRY VENEER CONTINUOUS INSULATION DRAINAGE SYSTEM O3/4" MIN. EPS THICKNESS OEXPANDED POLYSTYRENE INSULATION BOARD © PAREX USA MASONRY VENEER ADHESIVE OPAREX USA REINFORCING MESH EMBEDDED IN PAREX USA EPS BASE COAT & ADHESIVE ® PAREX USA FINISH OBACKER ROD & ELASTOMERIC SEALANT lO ADHERED VENEER DATE: 411116 SCALE: N.T.S. 1. Pam USA Water -Resistant & Air Barrier options: A. WealherSeal Spray & Roll -On or WeatherSeal Trowel -On (vapor permeable). B. WeagherBlock SP1 Spray & Roll -On (vapor Impermeable). 2. Follow code requirements for adhered veneer dimensions and weights. 3. For alternate veneers contact the Parex USA Technical Service Department. Disclaimer: The design, specifications, and construction shall comply with all local building codes and standards. Pam USA installation guidelines are for general information and guidance only and Parex USA specifically disclaims any liability for the use of this design, and for design, engineering, or workmanship of any project. The assembly shall be designed to prevent condensation within the assembly. The designer and the user shell provide final drawings and specifications. Products shown other than those manufactured by Parex USA are shown for clarity of the Pam USA product only. Connect the manufacturer of such other products for installation instructions. Technical Support: 800.226.2424 1 www.PAREXUSA.com KEY NOTES OSHEATHING OPAREX USA WATER -RESISTIVE BARRIERS O NOTE 1) PAREX USA EPS BASE COAT & ADHESIVE O(SEE ] N a I'll T1.03 TERMINATION WITH EIFS MASONRY VENEER CONTINUOUS INSULATION DRAINAGE SYSTEM O3/4" MIN. EPS THICKNESS OEXPANDED POLYSTYRENE INSULATION BOARD © PAREX USA MASONRY VENEER ADHESIVE OPAREX USA REINFORCING MESH EMBEDDED IN PAREX USA EPS BASE COAT & ADHESIVE ® PAREX USA FINISH OBACKER ROD & ELASTOMERIC SEALANT lO ADHERED VENEER DATE: 411116 SCALE: N.T.S. 1. Pam USA Water -Resistant & Air Barrier options: A. WealherSeal Spray & Roll -On or WeatherSeal Trowel -On (vapor permeable). B. WeagherBlock SP1 Spray & Roll -On (vapor Impermeable). 2. Follow code requirements for adhered veneer dimensions and weights. 3. For alternate veneers contact the Parex USA Technical Service Department. Disclaimer: The design, specifications, and construction shall comply with all local building codes and standards. Pam USA installation guidelines are for general information and guidance only and Parex USA specifically disclaims any liability for the use of this design, and for design, engineering, or workmanship of any project. The assembly shall be designed to prevent condensation within the assembly. The designer and the user shell provide final drawings and specifications. Products shown other than those manufactured by Parex USA are shown for clarity of the Pam USA product only. Connect the manufacturer of such other products for installation instructions. Technical Support: 800.226.2424 1 www.PAREXUSA.com MASONRY VENEER - CI SYSTEM KEY NOTES OSHEATHING OPAREX USA WATER -RESISTIVE BARRIERS (SEE NOTE 1) OMETAL FLASHING (BY OTHERS) ® PAREX USA SHEATHING JOINT TAPE EMBEDDED IN WEATHERSEAL SPRAY & ROLL-ON OR TROWEL -ON OPAREX USA DRAINEDGE © MESH BACKWRAP O7 PAREX USA EPS BASE COAT & ADHESIVE ® EXPANDED POLYSTYRENE INSULATION BOARD OPAREX USA REINFORCING MESH EMBEDDED IN PAREX USA EPS BASE COAT & ADHESIVE 10 PAREX USA MASONRY VENEER ADHESIVE Z 1 ADHERED VENEER GROUT 13 ELASTOMERIC SEALANT MVS -CI W1.01 TERMINATION AT WINDOW HEAD MASONRY VENEER CONTINUOUS INSULATION DRAINAGE SYSTEM DATE: 411116 SCALE: N.T.S. 1, Parex USA Water -Resistant & Air Bamier options: A. WeatnerSeal Spray & Roll -On or WeatherSeal Trowel -On (vapor permeable). 0. WeatherBlock SP1 Spray & Roll -On (vapor impermeable). 2. Follow code requirements for adhered veneer dimensions and weights. 3. Do not use plastic track at head terminations. 4. For alternate veneers contact the Parex USA Technical Service Department. Disclaimer: The design, specifications, and construction shall comply with all local Wilding codes and standards. Paten USA installation guidelines are for general information and guidance only and Parex USA specifically disclaims any liability for the use of this design, and for design, engineering, or workmanship of any protect The assembly shall be designed to prevent condensation within the assembly. The designer and the user shall provide final drawings and specications. Products shown other than those manufactured by Parex USA are shown for clarity of the Parex USA product only. Contact the manufacturer of such other products for installation instructions. Technical Support: 800.226.2424 1 www.PAREXUSA.com KEY NOTES OSHEATHING OPAREX USA WATER -RESISTIVE BARRIERS (SEE NOTE 1) OPAREX USA EPS BASE COAT & ADHESIVE ® MESH BACKWRAP �$ EXPANDED POLYSTYRENE INSULATION BOARD © MECHANICAL FASTENER (SUPPLIED BY OTHERS) �] PAREX USA REINFORCING MESH EMBEDDED IN PAREX USA EPS BASE COAT& ADHESIVE ® PAREX USA MASONRY VENEER ADHESIVE OADHERED VENEER 1O GROUT 11 AIR SEAL (BY OTHERS) WINDOWSILL 13 BACKER ROD & ELASTOMERIC SEALANT (BY OTHERS) MVS—CI W1.02 TERMINATION AT FLANGED WINDOW SILL MASONRY VENEER CONTINUOUS INSULATION DRAINAGE SYSTEM DATE. 4/1/16 SCALE'. N T.S. NOTES: 1. Pam USA Vistas -Resistant & Air Samar options: A. WeemerSeal Spray & Roll -On or WeatherSeal Trowel -On (vapor permeable). B. Weathertbock SPI Spray & Roll -On (vaporimpermeable). 2. Follow code requirements for adhered veneer dimensions and weights. & For alternate veneers contact the Pare. USA Technical Service Department. Disclaimer: The design, spermcations, and construction shall comply with all local building codes and standards. Parex USA installation guidelines are for generel information and guidance only and Parex USA specifically disclaims any liability for the use of this design, and for design, engineering, or workmanship of any project. The assembly shall be designed to prevent corkensation within the assembly. The designer and the user shall provide final drawings and specifications. Products shown other than those manufactured by Parex USA are shown for clarity of the Parex USA product only. Contact the manufacturer M such other products for installation instructions. Technical Support: 800.226.24241 www.PAREXUSA.com n PAREXUSA MASONRY VENEER - CI SYSTEM KEY NOTES OSHEATHING OPAREX USA WATER -RESISTIVE BARRIERS (SEE NOTE 1) OPAREX USA EPS BASE COAT & ADHESIVE O4 EXPANDED POLYSTYRENE INSULATION BOARD �$ MESH BACKWRAP © MECHANICAL FASTENER (SUPPLIED BY OTHERS) �] PAREX USA REINFORCING MESH EMBEDDED IN PAREX USA EPS BASE COAT & ADHESIVE ® PAREX USA MASONRY VENEER ADHESIVE OADHERED VENEER 10 GROUT 11 METAL PAN FLASHING WITH END AND BACK DAMS NOT SHOWN (BY OTHERS) WINDOWSILL 13 ELASTOMERIC SEALANT (BY OTHERS) I'll W1.03 TERMINATION AT WINDOW SILL MASONRY VENEER CONTINUOUS INSULATION DRAINAGE SYSTEM DATE 4/1116 SCALE: N.T.S. NOTES: 1, Parex USA Water -Resistant & Air Barrer options: A. WeatherSeal Spray & Roll -On or WeamerSeal Trowel -On (vapor permeable). S. WeatherBlock SPI Spray & Roll -On (vapor impermeable). 2. Follow code requirements for adhered veneer dimensions and weights. 3. For alternate veneers contact the Parex USA Technical Service Department. Disclaimer : The design, specifications, and construction shall comply with all local building codes and standards. Parex USA installation guidelines are for general information and guidance only antl Parex USA specifically disclaims any liability for the use of this design, and for design, engineering, or workmanship of any project. The assembly shall be designed to prevent condensation within the assembly. The designer and the user shall provide final drawings and specifications. products shown other than Nose manufactured by Perez USA are shown for clarity of the Parex USA product only. Contact the manufacturer of such other products for installation instructions. Technical Support: 800.226.24241 www.PAREXUSA.com