Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BGHC2017-008 Vestis Systems Inc - Awning/Canopy - Pasco Specialty Kitchen Contract
COMMUNITY'DEVELOPMENT DEPARTMENT 509-545-3441 /FAX 509-545-3499 P.O. BOX 293,525 NORTH THIRD AVENUE, PASCO, WASHINGTON 99301 November 16, 2017 VESTIS SYSTEMS, INC 840 E SPOKANE FALLS BLVD BAY #1 SPOKANE, WA 99202 DEAR MR. PULCZINSKI: SUBJECT: NOTICE TO PROCEED - TRANSMITTAL OF EXECUTED CONTRACT BGCA2017-008 356 PSK FACADE IMPROVEMENT AWNING/CANOPY Attached please find one fully executed contract for the subject contact dated November 13, 2017 in the amount of $29,070, 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, 1�� Dan Dotta, Interim Director Administrative & Community Services Enclosures: /arp cc: BGCA2017-008/Project File Dean Pollick, ACS w/o Attachment Vault COMMUN=DEVELOPMENT DEPARTMENT 509-545-3441 /FAX 509-545-3499 EU. nux 293,525 NORTH THIRD AVENUE, PASCO, WASHINGTON 99301 November 9, 2017 VESTIS SYSTEMS, INC 840 E SPOKANE FALLS BLVD BAY #1 SPOKANE, WA 99202 Subject: 356 PSK FACADE IMPROVEMENT AWNING/CANOPY (BGCA2017-008) Dear Mr. ADRIAN PULCZINSKI: Please be advised that the City of Pasco has accepted your bid for the subject project in the amount of $29,070. VESTIS SYSTEMS, INC is hereby awarded the contract. Enclosed please find three (3) copies of the Contract for your immediate review and execution. Please return all three (3) copies to the City for our execution and further handling. In order to facilitate the issuance of your Notice to Proceed, you are required to return all executed contract documents with insurance and bonds to the City, within ten (10) dgys of this notice. All Insurance Certificates are required to have a 30 day written cancellation clause and name the City of Pasco as additional insured and certificate holder under your general liability coverage. Upon review and acceptance of the above items, the Contract will be executed on behalf of the City and a Notice to Proceed will be issued. Should you have any questions concerning this matter, please do not hesitate to contact me. Sincerely, Angela R Pitman, Block Grant Administrator Community & Economic Development Cc: BGCA2017-008 File Dean Pollick, Project Manager CONTRACT DOCUMENTS 356 PSK FACADE IMPROVEMENT PROJECT CITY OF PASCO •Pori PROJECT MANUAL NO. CP4.PF.8R.16.02 RE-BID COPY 3 5 FRE �ACADE MV4FIRO EMENT IFIRCO) J E,CT hVilAMF UjQL M c PCI 4. P IF. (So O2 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 GENERAL CONDITIONS (HUD -funded Projects): Federal Labor Standards Provisions, Form HUD -4010 PREVAILING WAGE RATES State — Franklin County Federal — Davis Bacon WA35 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) 10. ADDENDA 11. CONSTRUCTION DRAWINGS -SUBMITTALS TOC SIF,=GN R ATTENTION CONTRACTORS INVITATION FOR BIDS — RE -BID Pasco Specialty Kitchen Fagade Improvement Project #CP4.PF.8R.16.02 The subject project is being re -bid. The City of Pasco, Washington is inviting and requesting bid proposals for the Pasco Specialty Kitchen Fagade improvement project. This project involves plaster fabrication & restoration of the fagade, metal fabrication and installation of canopy, which will include lighting & engineering; replacement of single pane windows, installation of service windows, installation of door, electrical & outdoor lighting, circuitry to light underside of canopy, installation of fixtures and receptacles, and related work. Please download the project manual at http://www.pasco- wa.gov/bids.asi)x?bid]D=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 SECTION 2 VICINITY MAP VICINITY MAP 110 S 4T" Ave .oil� rA • t; I 1 "� I Nti ti's I>lIIN! 1�. 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)oasco-wa.qov) 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 FA(yADE IMPROVEMENT PROJECT - ELECTRICAL & LIGHTING 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. ITEM DESCRIPTION Unit Price Total Price ch'nJn _ fh-m\ Lo -n• p'Q'4" � -1, 5% IQUANTIITYUNIT y,..wrn [-eM..��l C" -n. a0.'$".nts. 1015(n o.+aec- .kc br-- c�n..t S1oo Contractor's Profit & Overhead SUBTOTAL a.q t 01 (D SALES TAX -j 0 O q � GRAND TOTAL* �J� 15-7 O �� P-1 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 \(-)'.CC �— THIS 1_ DAY OF_N2017. SIGNED: �f�� TITLE: PRINTED NAME:�+�� NAME OF COMPANY: ADDRESS: gri0 E . S b ;?n, TELEPHONE: 5 op\ - $tel — Co \ S STATE CONTRACTOR'S LICENSE NO.: \% C t�6 5 t 61(5 b 9 NE 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--&\A— percent of the total dollar value of said contract. work to be perfonned by Prime Contractor: i— FIRM: UCJ�i NAME: N � ADDRESS: gilt) E. SeLNtn. TELEPHONE: 50� - S`>>- EMAIL: olt,ar. CcJ ve�\i� 3,e�cnS �w� SD -1 V E S T I S SYSTEMS City of Pasco T:: Dean Pollick Email pollickd@pasco-wa.gov Address 110 S.4th Street, Pasco, WA Phon= 5095281262 Prepares Adrian Pulczinski, Vestis Systems Addie: ,:: 840 E Spokane Falls Blvd, Bay #1, Spokane, WA 99202 Phone 509-892-6180 v. ,Ew. uraysteirs.con Quota - 5458 - November 2, 2017 December 2, 2017 at 7:57am Official Architectural C -Channel Canopies Bid 3 Aluminum Canopies (Knife plates & canopies installed together) Knife plates to be installed with canopies if no facade work to be done 1@ 22'4" Wide x 6' Projection 1 @ 22' S" Wide x 6' Projection 1 @ 23' 2" Wide x 6' Projection This is a prevailing wage project See completed canopies below quote -Aluminum C -Channel to face in (Rounded look) -Drain forward away from building onto side walk (instead of gutter system) -Includes tie rods and knife plate connection to wall -Knife plates to be installed with canopies and have exposed hardware -Includes closest matching color soffits on all 3 canopies Framework: 8" aluminum c -channel Powder coat color: Stock colors (See Below) Roofing: RSP rolled rib roofing Roofing Color: TBD (See color chart below) Includes Installation Permitting left to customer if necessary Stamped Engineering Included in pricing No electrical included in pricing 23,870.00 Powder Coating for Canopies All canopies and knife plates to be powder coated stock colors -Nominal charge for any custom colors Plans do not call out for specific powder coating color Please see similar finished projects below li veri on�.,.r.•,. Payment Requirements 50% Deposit required, Final payable to installers upon completion. Excluded items 5,200.00 Subtotal 29,070.00 Tax 8.6% 2,500.02 Total including tax $31,570.02 1. Permits not included (if required) 2. Electrical Work: All electrical work including connecting/disconnecting lights inside the frame. We bring out the beauty in your structure Whether it's a commercial or residential structure, we take quality time to analyze your building and we work together with you to determine the type of awning or canopy that makes the best fit. Our awnings, canopies, and covers not only offer shade and protection from Mother Nature, they also bring out the hidden aesthetics of your building to make it stand out among other buildings in the neighborhood. We are the best at what we do We are professionals in the design, construction, and installation of fabric awnings, canopies, shades and covers. We have been in this industry since 1883. Over these years, we have a solid reputation as the best; our team of professional workers with several years of experience knows exactly how to execute every project to perfection paying attention to even the smallest of details. Our previous projects Over the years, we have completed hundreds of projects for homes, institutions, organizations, and businesses, both big and small. Below are some of our previous projects in pictures,these are just a few. For more pictures of our works, kindly visit our website www.vestissytems.com • Our clients We have worked with several corporations and organizations cutting across various industries. This is a further proof of our reputation as industry experts and leaders when it comes to designing, construction and installation of fabric awnings and canopies. Some of our clients: Washington State University Eastern Washington University Arby's Wendy's US Bank Blaze Pizza Verizon Wireless Ulta Beauty Clinkerdagger's • What our customers say about us There are tons of positive testimonials from our immensely satisfied customers. Indeed, these kind of reviews have become a norm as we always put in our very best to ensure to exceed the expectations of our clients. C.B. - "This company went the extra mile to assure my satisfaction. I couldn't be more pleased." J.C. - "All of the staff was very personable and easy to work with. They did a great job and made sure I was happy with the installation. We have really enjoyed our remote system and sensor. Thanks for great service." G.C. - "The men who installed our awning were very polite, thorough, and got right to the job at hand. They finished the installation in a reasonable amount of time. And they clean up all packing, etc. Thank you. We are very happy with our awning! Terms & Conditions For full listing of terms and conditions binding to this estimate, please see http://www.VestisSystems.com/terms.pdf Official Architectural C -Channel Canopies Bid Total including tax $31,570.02 Additional comments Order/reference number Accepted on behalf of Dean Pollick by Adrian Pulczinski on November 7, 2017 at 2:51 pm SECTION 5 CONTRACT um CONTRACT SMALL WORKS ROSTER BGCA2017-008 356 PSK FACADE IMPROVEMENT AWNING/CANOPY 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 VESTIS SYSTEMS, INC, hereinafter referred to as "Contractor." WHEREAS, the Project qualifies under RCW 39.04.155 as a small works roster contract, or a limited public works contract; and WHEREAS, the City having sought and secured quotations 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: 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 qQ_ 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. 7. Retainage and Performance Bond. 7.1 Unless it is waived as provided below, the Contractor shall provide and post for the benefit of the City a Performance and Payment Bond issued by a qualified surety insuring the Contractor's performance of all the provisions of the Contract and payment of all labors, mechanics, and subcontractors and materialmen as required by RCW 39.08.010. 7.2 The City shall withhold five percent (5%) of the money due to the Contractor for the work performed under this Contact until completion and/or acceptance of the Contract as provided by RCW 60.28.011. Contractor may elect an option for management of the statutory retainage by notice to the City of the elected option under RCW 60.28.011. 7.3. Limited Public Works Project. If the Project's estimated cost is less than $35,000, the City may elect to waive the retainage and payment and performance bonds as required above as evidenced by the initials below. ® Waiver -- initials S. 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(a,pasco-wa.aov (e-mail address) 9.3.2 For the Contractor: VESTIS SYSTEMS, INC, or his/her designee 840 E SPOKANE FALLS BLVD BAY #1 SPOKANE, WA 99202 Contact: ADRIAN PULCZINSKI Email: ADRIAN@VESTISSYSTEMS.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 CONTRACTOR DAN DOTTA, INTERIM DIRECTOR VESTI YSTEMS, C ADMINISTRATIVE & COMMUNITY TITLE: 5.•\es M�-�r SERVICES 525 N THIRD AVENUE PASCO, WA 99301 CONTACT: DEAN POLLICK EMAIL: POLLICKD@PASCO-WA.GOV TELEPHONE: (509) 528-1262 CITY OF PASCO, WASHINGTON DAVID ZAB PASCO CITY MANAGER 840 E SPOKANE FALLS BLVD BAY #1 SPOKANE, WA 99202 CONTACT: ADRIAN PULCZINSKI EMAIL: ADRIANaaNESTISSYSTEMS.COM TELEPHONE: (509) 892-6180 REGISTRATION NO.ve*,s b -r bpi`-\ FEIN: Contract Smahy mtiefdylubc WorTcsNoscfer Wge 6 GENERAL. CONDITI®NS (HUD -FUNDED PROJECTS) and Federal Labor Standard Provisions Form HUD -4010 um Section GENERAL CONDITIONS Contents Subject Section Subject 1. 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 11. 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 Section Age Discrimination Act of 1975 ....................76 Access to Records..........................................15 Accident Prevention.......................................45 Additional or Substitute Bond ....................... 31 Additional Instructions....................................3 Affirmation Action Requirements ................. 81 Allowances..................................................... 36 Americans with Disabilities Act of 1990.......84 Architect's Authority ..................................... 36 Assignments................................................... 32 Bond, Security................................................30 83 Bond, Additional or Substitute ......................31 Breach in Labor Standards .............................69 Changes in Work............................................18 Notice and Service Thereof ............................43 Claims for Extra Cost.....................................23 Obligations of Contractor...............................11 Completion Time...........................................20 "Or Equal" Clause............................................8 Condition, Subsurface....................................22 Owner's Right to Terminate ..........................24 Conflicting Conditions...................................42 Patents..............................................................9 Construction Schedule...................................25 Payments by Contractor.................................28 Contract Documents ......................................... l Contract Security ........................................... 30 Contract Termination.....................................71 Permits, Surveys and Regulations..................10 Contractor's Insurance...................................29 Photographs of the Projects ............................50 Contractor's Mutual Responsibility ...............33 Prohibited Interests.........................................48 Contractor's Obligations................................1 l Contractor's Title to Materials .........................6 Protection of Work and Property ...................13 Correction of Work........................................21 Provisions Required by Law..........................44 Damages, Liquidated.....................................20 Provisions to be Included in Subcontracts ..... Data, Reports and Records .............................16 Quantities of Estimate....................................39 Debarment...................................................... 71 Debris Removal.............................................38 Release of Contractor.....................................27 Definitions........................................................ 2 Detail Drawings ............................................... 3 Different Subsurface......................................22 Responsibility of Contractor ..........................33 Discrimination, Employment...............75-77,82 Right of Owner to Terminate .........................24 Drawings, Detail .............................................. 3 Emergencies...................................................13 Schedule of Construction...............................25 Employment of Lower Income Residents ...... 76 Employment Practices...................................70 Equal Employment Opportunities........... 75-77,82 Equal Opportunity Clause, EO 11246 ...........79 Estimated Quantities......................................39 Extras.............................................................19 Federal Labor Standards Provisions ..............72 Final Payment Acceptance .............................27 ATTACHMENT 7-1(2) Subject Section Guaranty, General..........................................41 Ineligible Subcontractors...............................67 Inspection.......................................................14 Inspection of Materials.....................................7 Insurance........................................................29 Labor Standards, Breach of ...........................69 Lands and Rights-of-Way..............................40 Legal Provisions, Implied..............................44 Liquidated Damages.......................................20 Lower Income Resident Employment ............ 83 Materials, Services and Facilities .....................5 Member of Congress Interest .........................47 Non-discrimination in Employment ........ 75-77, 83 Notice and Service Thereof ............................43 Obligations of Contractor...............................11 "Or Equal" Clause............................................8 Owner's Right to Terminate ..........................24 Patents..............................................................9 Payments by Contractor.................................28 Payments to Contractor..................................26 Periodic Estimates..........................................25 Permits, Surveys and Regulations..................10 Photographs of the Projects ............................50 Prohibited Interests.........................................48 Protection of Lives and Health.......................45 Protection of Work and Property ...................13 Provisions Required by Law..........................44 Provisions to be Included in Subcontracts ..... 68 Quantities of Estimate....................................39 Rehabilitation Act, Section 504 .....................77 Release of Contractor.....................................27 Removal of Debris.........................................38 Reports, Records and Data .............................16 Responsibility of Contractor ..........................33 Right of Owner to Terminate .........................24 Rights-of-Way................................................40 Schedule of Construction...............................25 Section 3 of HCD Act of 1968 .......................78 Section 109 of HCD Act of 1974 ...................75 Section 504 of Rehabilitation Act..................77 Security, Contract...........................................30 Segregated Facilities, EO 11246 ....................80 Separate Contracts..........................................34 Services, Materials and Facilities .....................5 ShopDrawings.................................................4 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) Subject Section Termination of Contract..............................24, 71 Testing of Materials.........................................7 Time for Completion......................................20 Title VI Civil Rights Act................................74 Title VI Nondiscrimination Clause................74 Title to Materials, Contractors .........................6 Use and Occupancy........................................49 Use of Premises..............................................38 Use Prior to Owner's Acceptance..................49 Weather Conditions........................................12 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 tenns 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 cant' out the work included in the contract. The additional drawings and instructions thus supplied to the Contractor will coordinate with the Contract Documents and will be so prepared that they can be reasonably interpreted as part thereof. The Contractor shall carry out the work in accordance with the additional detail drawings and instructions. The Contractor and the Architect/Engineer will prepare jointly (a) a schedule, fixing the dates at which special detail drawings will be required, such drawings, if any, to be furnished by the Architect/Engineer in accordance with said schedule, and (b) a schedule fixing the respective dates for the submission of shop drawings, the beginning of manufacture, testing and installation of materials, supplies and equipment, and the completion of the various parts of the work; each such schedule to be subject to change from time to time in accordance with the progress of the work. 4. Shop or Setting Drawings The Contractor shall submit promptly to the Architect/Engineer two copies of each shop or setting drawing prepared in accordance with the schedule predetermined as aforesaid. After examination of such drawings by the Architect/Engineer and the return thereof, the Contractor shall make such corrections to the drawings as have been indicated and shall furnish the Architect/Engineer with two corrected copies. If requested by the Architect/Engineer the Contractor must furnish additional copies. ATTACHMENT 7-1(5) 5. Materials, Services and Facilities (a) It is understood that except as otherwise specifically stated in the Contract Documents, the Contractor shall provide and pay for all materials, labor, tools, equipment, water, light, power, transportation, superintendence temporary construction of every nature, and all other services and facilities of every nature whatsoever necessary to execute, complete and deliver the work within the specified time, (b) Any work necessary to be performed after regular working hours, on Sundays or legal holidays, shall be performed without additional expense to the owner. 6. Contractor's Title to Materials No materials or supplies for the work shall be purchased by the Contractor or by any Subcontractor subject to any chattel mortgage or under a conditional sale contract or other agreement by which an interest is retained by the seller. The Contractor warrants that he has good title to all materials and supplies used by him in the work, free from all liens, claims or encumbrances. 7. Inspection and Testing of Materials (a) All materials and equipment used in the construction of the project shall be subject to adequate inspection and testing in accordance with accepted standards. The laboratory or inspection agency shall be selected by the Owner. The Owner will pay for all laboratory inspection services directly, and not as a part of the contract. (b) Materials of construction, particularly those upon which the strength and durability of the structure may depend, shall be subject to inspection and testing to establish conformance with specifications and suitability for uses intended. 8. "Or Equal" Clause Whenever a material, article or piece of equipment is identified on the plans or in the specifications by reference to manufacturers' or vendors' names, trade names, catalogue numbers, etc., it is intended merely to establish a standard; and, any material, article or equipment of other manufacturers and vendors which will perform adequately the duties imposed by the general design will be considered equally acceptable provided the material, article or equipment so proposed, is, in the opinion of the Architect/Engineer, of equal substance and function. It shall not be purchased or installed by the Contractor without the Architect/Engineer's written approval. 9. Patents (a) The Contractor shall hold and save the Owner and its officers, agents, servants and employees harmless from liability of any nature or kind, including cost and expenses for, or on account of, any patented or unpatented invention, process, article or appliance manufactured or used in the performance of the contract, including its use by the Owner, unless otherwise specifically stipulated in the Contract Documents. (b) License or Royalty Fees: License and/or Royalty Fees for the use of a process which is authorized by the Owner of the project must be reasonable, and paid to the holder of the patent, or his authorized licensee, directly by the Owner and not by or through the Contractor. ATTACHMENT 7.1(6) (c) If the Contractor uses any design, device or materials covered by letters, patent or copyright, he shall provide for such use by suitable agreement with the Owner of such patented or copyrighted design, device or material. It is mutually agreed and understood that, without exception, the contract prices shall include all royalties or costs arising from the use of such design, device or materials in any way involved in the work, The Contractor and/or his Sureties shall indemnify and save harmless the Owner of the project from any and all claims for infringement by reasoning of the use of such patented or copyrighted design, device or materials or any trademark or copyright in connection with work agreed to be performed under this contract, and shall indemnify the Owner for any cost, expense or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work. 10. Surveys, Permits and Regulations Unless otherwise expressly provided for in the Specifications, the Owner will furnish to the Contractor all surveys necessary for the execution of the work. The Contractor shall procure and pay all permits, licenses and approvals necessary for the execution of his contract. The Contractor shall comply with all laws, ordinances, rules, orders and regulations relating to performance of the work, the protection of adjacent property, and the maintenance of passageways, guard fences or other protective facilities. 11. Contractor's Obligations The Contractor shall and will, in good workmanlike manner, do and perform all work and furnish all supplies and materials, machinery, equipment, facilities and means, except as herein otherwise expressly specified, necessary or proper to perform and complete all the work required by this contract, within the time herein specified, in accordance with the provisions of this contract and said specifications, and in accordance with the plans and drawings covered by this contract, and any and all plans and drawings covered by this contract and any and all supplemental plans and drawings, and in accordance with the directions of the Architect/Engineer as given from time to time during the progress of the work. He shall furnish, erect, maintain and remove such construction plan and such temporary works as may be required. The Contractor shall observe, comply with, and be subject to all terms, conditions, requirements and limitations of the contract and specifications, and shall do, carry on and complete the entire work to the satisfaction of the Architect/Engineer and the Owner. 12. Weather Conditions In the event of temporary suspension of work, or during inclement weather, or whenever the Architect/Engineer shall direct, the Contractor will, and will cause his subcontractors to protect carefully his and their work and materials against damage or injury from the weather. If, in the opinion of the Architect/Engineer, any work or materials shall have been damaged or injured by reason of failure on the part of the Contractor or any of his subcontractors so to protect his work, such materials shall be removed and replaced at the expense of the Contractor. ATTACHMENT 7.1(7) 13. Protection of Work and Property—Emergency The Contractor shall at all times safely guard the Owner's property from injury or loss in connection with this contract. He shall at all times safely guard and protect his own work, and that of adjacent property from damage. The Contractor shall replace or make good any such damage, loss or injury unless such be caused directly by errors contained in the contract or by the Owner, or his duly authorized representatives. In case of an emergency, which threatens loss or injury of property, and/or safety of life, the Contractor will be allowed to act, without previous instructions from the Architect/Engineer, in a diligent manner. He shall notify the Architect/Engineer immediately thereafter. Any claim for compensation by the Contractor due to such extra work shall be promptly submitted to the Architect/Engineer for approval. Where the Contractor has not taken action but has notified the Architect/Engineer of an emergency threatening injury to persons or damage to the work or any adjoining property, he shall act as instructed or authorized by the Architect/Engineer. The amount of reimbursement claimed by the Contractor on account of any emergency action shall be determined in the manner provided in Paragraph 18 of the General Conditions. 14. Inspection The authorized representatives and agents of the Department of Housing and Urban Development shall be permitted to inspect all work, materials, payrolls, records of personnel, invoices or materials, and other relevant data and records. 15. Access to Records The Contractor agrees to keep such records as the Owner may require. All such records shall be available to the Owner and duly authorized officials of the state for examination. All records pertinent to this project shall be retained by the Contractor for a period of three (3) years after the final audit. 16. Reports, Records and Data The Contractor shall submit to the Owner such schedule of quantities and costs, progress schedules, payrolls, reports, estimates, records and other data as the Owner may request concerning work performed or to be performed under this contract. 17. Superintendence by Contractor At the site of the work, the Contractor shall employ a construction superintendent or foreman who shall have full authority to act for the Contractor. It is understood that such representative shall be acceptable to the Architect/Engineer and shall be one who can be continued in that capacity for the particular job involved unless he ceases to be on the Contractor's payroll. ATTACHMENT 7-1(8) 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•I (8) 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 fiuther 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 rimes and places subject to the inspection of the Architect/Engineer who shall be the final judge of the quality and suitability of the work, materials, processes of manufacture and methods of construction for the purposes for which they are used. Should they fail to meet his approval they shall be forthwith reconstructed, made good, replaced and/or corrected, as the case may be, by the Contractor at his own expense. Rejected material shall immediately be removed from the site. If, in the opinion of the Architect/Engineer, it is undesirable to replace any defective or damaged materials or to reconstruct or correct any portion of the work injured or not performed in accordance with the Contract Documents, the compensation to be paid to the Contractor hereunder shall be reduced by such amount as in the judgement of the Architect/Engineer shall be equitable. 22. Subsurface Conditions Found Different Should the Contractor encounter subsurface and/or latent conditions at the site materially differing from those shown on the Plans or indicated in the Specifications, he shall immediately give notice to the Architect/Engineer of such conditions before they are disturbed. The Architect/Engineer will ATTACHMENT 7-1(10) thereupon promptly investigate the conditions, and if he finds that they materially differ from those shown on the Plans or in the Specifications, he will at once make such changes in the Plans and/or Specifications as he may find necessary, any increase or decrease of cost resulting from such changes to be adjusted in the manner provided in Paragraph 18 4-7 of the General Conditions. 23. Claims for Extra Cost No claim for extra work or cost shall be allowed unless the same was done in pursuance of a written order of the Architect/Engineer approved by the Owner, as aforesaid, and the claim presented with the first estimate after the changed or extra work is done. When work is performed under the terms of subparagraph 18(c) of the General Conditions, the Contractor shall furnish satisfactory bills, payrolls and vouchers covering all items of cost and when requested by the Owner, give the Owner access to accounts relating thereto. 24. Right of the Owner to Terminate Contract In the event that any of the provisions of this contract are violated by the Contractor, or by any of his subcontractors, the Owner may serve written notice upon the Contractor and the Surety of its intention to terminate the contract, such notices to contain the reasons for such intention to terminate the contract, and unless within ten (10) days after the serving of such notice upon the Contractor, such violation or delay shall cease and satisfactory arrangement of correction be made, the contract shall, upon the expiration of said ten (10) days, cease and terminate. In the event of any such tennination, 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 famished 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 20`" 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 300' 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 71(15) The Architect/Engineer shall decide the meaning and intent of any portion of the specifications and of any plans or drawings where the same may be found obscure or be in dispute. Any differences or conflicts in regard to their work which may arise between the Contractor under this contract and other Contractors performing work for the Owner shall be adjusted and determined by the Architect/Engineer. 37. Stated Allowances The Contractor shall include in his proposal the cash allowance stated in the Supplemental General Conditions. The Contractor shall purchase the "Allowed Materials' as directed by the Owner on the basis of the lowest and best bid of at least three competitive bids. If the actual price for purchasing the "Allowed Materials" is more or less than the "Cash Allowance," the contract price shall be adjusted accordingly. The adjustment in contract price shall be made on the basis of the purchase price without additional charges for overhead, profit, insurance or any other incidental expenses. The cost of installation of the "Allowed Materials" shall be included in the applicable sections of the Contract Specifications covering this work. 38. Use of Premises and Removal of Debris The Contractor expressly undertakes at his own expense: (a) To take every precaution against injuries to persons or damage to property; (b) To store his apparatus, materials, supplies and equipment in such orderly fashion at the work site of the work as will not unduly interfere with the progress of his work or the work of any other Contractors; (c) To place upon the work or any part thereof only such loads as are consistent with the safety of that portion of the work; (d) To clean up frequently all refuse, rubbish, scrap materials and debris caused by his operations, to the end that at all times the site of the work shall present a neat, orderly and workmanlike appearance; (e) Before final payment to remove all surplus material, false -work, temporary structures, including foundations thereof, plant of any description and debris of every nature resulting from his operations, and to put the site in a neat, orderly condition; and (f) To effect all cutting, fitting or patching of his work required to make the same to conform to the plans and specifications and, except with the consent of the Architect/Engineer, not to cut or otherwise alter the work of any other Contractor. 39. Quantities of Estimate Wherever the estimated quantities of work to be done and materials to be furnished under this contract are shown in any of the documents, including the proposal, they are given for use in comparing bids and the right is especially reserved except, as herein otherwise specifically limited, to increase or diminish them as may be deemed reasonable necessary or desirable by the Owner to complete the work contemplated by this contract, and such increase or diminution shall in no way vitiate this contract, nor shall any such increase or diminution give cause for claims or liability for damages. ATTACHMENT 7-1(16) 40. Lands and Rights -of -Way Prior to the start of construction, the Owner shall obtain all lands and rights-of-way necessary for the carrying out and completion of work to be performed under this contract. Any property acquisition shall comply with Title 11 and III of the Uniform Relocation Assistance and Real Property Acquisition Policies of 1970 (42 U.S.C. 4630). 41. General Guaranty Neither the final certificate of payment nor any provision in the Contract Documents, nor partial or entire occupancy of the premises by the Owner, shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any expressed warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects in the work and pay for any damage to other work resulting therefrom, which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified. The Owner will give notice of observed defects with reasonable promptness. 42. Conflicting Conditions Any provisions in any of the Contract Documents which may be in conflict or inconsistent with any of the paragraphs in these general conditions shall be void to the extent of such conflict or inconsistency. 43. Notice and Service Thereof Any notice to any Contractor from the Owner relative to any part of this contract shall be in writing and considered delivered and the service thereof completed, when said notice is posted, by certified or registered mail, to the said Contractor at his last given address, or delivered in person to the said Contractor or his authorized representative on the work. 44. Provisions Required by Law Deemed Inserted Each and every provision of law and clause required by law to be inserted in this contract shall be deemed to be inserted herein and the contract shall be read and enforced as though it were included herein, and if through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon the application of either party the contract shall forthwith be physically amended to make such insertion or correction. 45. Protection of Lives and Health The Contractor shall exercise proper precaution at all times for the protection of persons and property and shall be responsible for all damages to persons or property, either on or off the site, which occur as a result of his prosecution of the work. The safety provisions of applicable laws and building and construction codes, in addition to specific safety and health regulations described by Chapter XIII, Bureau of Labor Standards, Department of Labor, Part 1518, Safety and Health Regulations for Construction, as outlined in the Federal Register, Volume 36, No. 75, Saturday, April 17, 1971. Title 29 — LABOR, shall be observed and the Contractor shall take or cause to be taken, such additional safety and health measures as the Contracting Authority may determine to be reasonably necessary. ATTACHMENT 7.1(17) 46. Subcontracts The Contractor will insert in any subcontracts the Federal Labor Standards Provisions contained herein and such other clauses as the Department of Housing and Urban Development or Owner may, by instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts which they may enter into, together with a clause requiring this insertion in any further subcontracts that may in turn be made. 47. Interest of Member of or Delegate to Congress No member of or Delegate to Congress, or Resident Commissioner, shall be admitted to any share or part of this contract or to any benefit that may arise therefrom, but this provision shall not be construed to extend to this contract if made with a corporation for its general benefit. 48. Other Prohibited Interests No official of the Owner who is authorized in such capacity and on behalf of the Owner to negotiate, make, accept or approve, or to take part in negotiating, making, accepting, or approving any architectural, engineering, inspection, construction or material supply become directly or indirectly interested personally in this contract or in any part hereof. No officer, employee, architect, attorney, engineer or inspector of or for the Owner who is authorized in such capacity and on behalf of the Owner to exercise any legislative, executive, supervisory or other similar functions in connection with the construction of the project, shall become directly or indirectly interested personally in this contract or in any part thereof, any material supply contract, subcontract, insurance contract, or any other contract pertaining to the project. No officer or employee of the Washington State Department of Community, Trade and Economic Development or the Owner shall receive any personal or pecuniary gain or interest, direct or indirect, in any contract or subcontract, or the proceeds thereof, for work to be performed in connection with this project. 49. Use and Occupancy Prior to Acceptance by Owner The Contractor agrees to the use and occupancy of a portion or unit of the project before formal acceptance by the Owner, provided by the Owner: (a) Secures written consent of the Contractor except in the event, in the opinion of the Architect/Engineer, the Contractor is chargeable with unwarranted delay in final cleanup of punch list items or other contract requirements; (b) Secures endorsement from the insurance -carrier and consent of the surety permitting occupancy of the building or use of the project during the remaining period of construction; or (c) When the project consists of more than one building, and one of the buildings is occupied, secures permanent fire and extended coverage insurance, including a permit to complete construction. Consent of the surety must also be obtained. 50. Photographs of the Project If required by the Owner, the Contractor shall furnish photographs of the project. ATTACHMENT 7-1(18) 51. Suspension of Work Should the Owner be prevented or enjoined from proceeding with work either before or after the start of construction by reason of any litigation or other reason beyond the control of the Owner, the Contractor shall not be entitled to make or assert claim for damage by reason of said delay; but time for completion of the work will be extended to such reasonable time as the Owner may determine will compensate for time lost by such delay with such determination to be set forth in writing. Note: Items 52 — 66 are omitted. 67. Ineligible Subcontractors The Contractor shall not subcontract any part of the work covered by this Contract or permit subcontracted work to be further subcontracted without the Local Public Agency's or Public Body's prior written approval of the subcontractor. The Local Public Agency or Public Body will not approve any subcontractor for work covered by this contract who is at the time ineligible under the provisions of any applicable regulations issued by the Secretary of Labor, U. S. Department of Labor, the Secretary of Housing and Urban Development, or State of Washington to receive and award of such subcontract. 68. Provisions to be Included in Certain Subcontracts The Contractor shall include or cause to be included in each subcontract covering any of the work covered by this Contract, provisions which are consistent with these Federal Labor Standards Provisions and also a clause requiring the subcontractors to include such provisions in any lower tier requiring such insertion in any further subcontracts that may in turn be made. 69. Breach of Foregoing Federal Labor Standards Provision In addition to the causes for termination of this Contract as herein elsewhere set forth, the Local Public Agency or Public Body reserves the right to 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 debannent as provided in 29 CFR 5.6. 72. Federal Labor Standards Provisions (Paragraph 72, HUD 4010) (Follows Paragraph 84.) ATTACHMERT 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. 1701u. Section 3 requires that to the greatest extent feasible opportunities for training and employment be given lower income residents of the project area ATTACHMENT 7.1(20) and contracts for work in connection with the project be awarded to business concerns which are located in, or owned in substantial part by persons residing in, the area of the project; (b) The parties to this Contract will comply with the provisions of said Section 3 and the regulations issued pursuant thereto by the Secretary of Housing and Urban Development set forth in 24 CFR Part 135, and all applicable rules and orders of the Office issued thereunder prior to the execution of this Contract. The parties to this contract certify and agree that they are under no contractual or other disability which would prevent them from complying with these requirements; (c) The Contractor will send to each labor organization or representative of workers with which he has a collective bargaining agreement or other contract or understanding, if any, a notice advising the said labor organization or workers' representative of his commitments under this Section 3 clause and shall post copies of the notice in conspicuous places available to employees and applicants for employment or training; (d) The Contractor will include in this Section 3 clause (paragraphs a -e), verbatim in every subcontract for work in connection with the project and will, at the direction of the applicant for or recipient of Federal financial assistance, take appropriate action pursuant to the subcontract upon a finding that the subcontractor is in violation of regulations issued by the Secretary of Housing and Urban Development, 24 CFR Part 135. The Contractor will not subcontract with any subcontractor where it has notice or knowledge that the latter has been found in violation of regulations under 24 CFR Part 135 and will not let any subcontract unless the subcontractor has first provided it with a preliminary statement of ability to comply with the requirements of those regulations; and (e) Compliance with the provisions of Section 3, the regulations set forth in 24 CFR Part 135, and all applicable rules and orders of the Department issued hereunder prior to the execution of the Contract, shall be a condition of the federal financial assistance provided to the project, binding upon the applicant or recipient for such assistance, its successors and assigns. Failure to fulfill these requirements shall subject the applicant or recipient, its contractors and subcontractors, its successors and assigns to those sanctions specified by the grant or loan agreement or contract through which federal assistance is provided, and to such sanctions as are specified by 24 CFR Part 135. (Section 3 of the Housing and Community Development Act of 1968,12 U.S.C. 170/u). 79. Executive Order 11246. Equal Opportunity Clause. During the performance of this Contract, the Contractor agrees as follows: (a) The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin. The Contractor will take affirmative action to ensure that applicants are employed and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination, rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provision of this nondiscrimination clause; ATTACHMENT 7-1(21) (b) The Contractor will, in all solicitations or advertisement for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration without regard to race, color, religion, sex or national origin; (c) The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided by the Contract Compliance Officer advising the said labor union or workers' representatives of the Contractor's commitment under this Section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment; (d) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations and relevant orders of the Secretary of Labor, (e) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records and accounts by the Department and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations and orders; (f) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this Contract or with any of the said rules, regulations or orders, this Contract may be canceled, terminated or suspended in whole or in part and the Contractor may be declared ineligible for further government contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965 or by rule, regulation or order of the Secretary of Labor, or as otherwise provided by law; and (g) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this Contract or with any of the said rules, regulations or orders, this Contract may be canceled, terminated or suspended in whole or in part and the Contractor may be declared ineligible for further government contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the Department may direct as a means of enforcing such provisions, including sanctions for noncompliance. Provided, however, that in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the Department, the Contractor may request the United States to enter into such litigation to protect the interest of the United States (Section 202 Equal Opportunity Clause). 80. Executive Order 11246. Segregated facilities. A prime Contractor or subcontractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion or national origin cannot result. 81. Executive Order 11246. Notice Requirement for Affirmative Action. (a) The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. ATTACHMENT 7-I (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 fernale 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 hail 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 (l 6) 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 affinnative 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. (1) Minimum Wages. All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR Part 3), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section I(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 CFR 5.5(a)(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 rale 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)(il) and the Davis -Bacon poster (WH - 1321) shall be posted at all times by the contractor and Its subcontractors at the site of the work in a prominent and accessible, place where it can be easily seen by the workers. (ii) (a) Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. HUD shall approve an additional classification and wage rate and fringe benefits therefor only when the following criteria have been met: 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 the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (b) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and HUD or its designee agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by HUD or its designee to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, D.C. 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30 -day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB control number 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. (Ili) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is notexpressed 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 HUD4010 (0612009) 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 (11) (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 hfio://www.dol cov/esa/whd/forms/wh347insit htm or its payment, advance, or guarantee of funds until such successor site. The prime contractor is responsible for violations have ceased. HUD or Its designee may, after the submission of copies of payrolls by all subcontractors. written notice to the contractor, disburse such amounts Contractors and subcontractors shall maintain the full withheld for and on account of the contractor or social security number and current address of each subcontractor to the respective employees to whom they covered worker, and shall provide them upon request to are due. The Comptroller General shall make such HUD or its designee if the agency is a party to the disbursements in the case of direct Davis -Bacon Act contract, but if the agency is not such a party, the contracts. contractor will submit the payrolls to the applicant 3. (1) Payrolls and basic records. Payrolls and basic sponsor, or owner, as the case may be, for transmission to records relating thereto shall be maintained by the HUD or its designee, the contractor, or the Wage and Hour contractor during the course of the work preserved for a Division of the Department of Labor for purposes of an period of three years thereafter for all laborers and investigation or audit of compliance with prevailing wage mechanics working at the site of the work. Such records requirements. It is not a violation of this subparagraph for shall contain the name, address, and social security a prime contractor to require a subcontractor to provide number of each such worker, his or her correct addresses and social security numbers to the prime classification, hourly rates of wages paid (including rates contractor for its own records, without weekly submission of contributions or costs anticipated for bona fide fringe to HUD or its designee. (Approved by the Office of benefits or cash equivalents thereof of the types described Management and Budget under OMB Control Number in Section I(b)(2)(B) of the Davis -bacon Act), dally and 1215.0149.) weekly number of hours worked, deductions made and (b) Each payroll submitted shall be accompanied by a actual wages paid. Whenever the Secretary of Labor has "Statement of Compliance," signed by the contractor or found under 29 CFR 5.5 (a)(1)(iv) that the wages of any subcontractor or his or her agent who pays or supervises laborer or mechanic include the amount of any costs the payment of the persons employed under the contract reasonably anticipated in providing benefits under a plan and shall certify the following: or program described in Section I(b)(2)(B) of the Davis- (1) That the payroll for the payroll period contains the Bacon Act, the contractor shall maintain records which information required to be provided under 29 CFR 5.5 show that the commitment to provide such benefits is (a)(3)(11), the appropriate information Is being maintained enforceable, that the plan or program is financially under 29 CFR 5.5(a)(3)(i), and that such information is responsible, and that the plan or program has been correct and complete; Previous editions are obsolete forth HUD -4010 (0612009) 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 (c) The weakly submission of a properly executed must be paid at not less than the rate specified in 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.(fi)(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 (fit) 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 (it) Trainees. Except as provided in 29 CFR 5.16. required records upon request or to make such records trainees will not be permitted to work at less than the available may be grounds for debarment action pursuant to predetermined rate for the work performed unless they are 29 CFR 5.12. employed pursuant ',to and individually registered In a 4. Apprentices and Trainees. program which has received prior approval, evidenced by (f) Apprentices. Apprentices will be permitted to work at formal certification by the U.S. Department of Labor, less than the predetermined rate for the work they Employment and Training Administration. The ratio of performed when 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 HUD4010 (0612009) Page 3 of 5 ref. Handbook 1344.1 the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (Iii) Equal employment opportunity. The utilization of apprentices, trainees and journeymen under 29 CFR Part 5 shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30. 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR Part 3 which are incorporated by reference in this contract 6. Subcontracts. The contractor or subcontractor will insert in any subcontracts the clauses contained in subparagraphs 1 through 11 in this paragraph A and such other clauses as HUD or its designee may by appropriate instructions require, and a copy of the applicable prevailing wage decision, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in this paragraph. 7. Contract termination; debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. S. Compliance with Davis -Bacon and Related Act Requirements. All rulings and Interpretations of the Davis -Bacon and Related Acts contained in 29 CFR Parts 1, 3. and 5 are herein Incorporated by reference in this contract 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth In 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and HUD or its designee, the U.S. Department of Labor, or the employees or their representatives. 10. (1) Certification of Eligibility. By entering into this contract the contractor certifies that neither It (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24. (it) 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. (111) 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. B. Contract Work Hours and Safety Standards Act. The provisions of this paragraph B are applicable where the amount of the prime Contract exceeds $100,000. As used in this paragraph, the terms "laborers" and "mechanics" include watchmen and guards. (1) Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which the individual is employed on such work to work in excess of 40 hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of 40 hours in such workweek. (2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in subparagraph (1) of this paragraph, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in subparagraph (1) of this paragraph, in the sum of $10 for each calendar day on which such individual was required or permided 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 (06/20D9) 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 96). 40 USC 3701 et 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) https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 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. I£ this contract is covered by the E0, 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 Fringes ASBESTOS WORKER/HEAT & FROST INSULATOR .........................$ 34.17 19.35 ----------- -------------------- * BRWA0001-002 06/01/2017 Rates Fringes BRICKLAYER .......................$ 39.46 16.15 ---------------------------------------------------------------- CARP9003-003 06/01/2014 Rates Fringes CARPENTER (Including Cabinet Installation, Drywall Hanging and Form Work) ...................$ 27.06 13.39 ZONE PAY: ZONE 1 0-45 MILES FREE Page I of 9 https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 11/7/2017 https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 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). ELECO112-014 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 Page 2 of 9 https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 11/7/2017 Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1 .....................$ 26..16 13.55 GROUP 2 .....................$ 26.48 13.55 GROUP 3 .....................$ 27.09 13.55 GROUP 4 .....................$ 27.25 13.55 GROUP 5 .....................$ 27.41 13.55 GROUP 6 .....................$ 27.69 13.55 GROUP 7 .....................$ 27.96 13.55 GROUP 8 .....................$ 29.06 13.55 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone 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 Page 2 of 9 https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 11/7/2017 https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 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 Rates Fringes 24.56 --------------- Fringes 11.30 --------------- Fringes Page 3 of 9 https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 11/7/2017 https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 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 https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 Page 4 of 9 11/7/2017 https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 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: Page 5 of 9 https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 11/7/2017 https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 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(B) 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 EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours Page 6 of 9 https://www.wdol.gov/wdol/scaftles/davisbacon/WA35.dvb?v=9 11/7/2017 https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 Page 7 of 9 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 https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 11/7/2017 https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 Page 8 of 9 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, 1008 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 https://www.wdol.gov/wdol/scafiles/davisbacon[WA35.dvb?v=9 11/7/2017 https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 Page 9 of 9 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 requester considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION https://www.wdol.gov/wdol/scafiles/davisbacon/WA35.dvb?v=9 11/7/2017 https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Page 1 of 3 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 Overtimel Note Franklin Carpenters Carpenters $43.901 5A 1B 8N Franklin ziers 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 1M Franklin Laborers Brush Machine 1M Franklin Laborers Caisson Worker, Free Air 1M Franklin Laborers Carpenter Tender Z$38.437B 1M Franklin Laborers Cement Finisher Tender 1M Franklin Laborers Cement Handler 1M Franklin Laborers Chain Saw Operator ti 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 $38.161 ZD 1M Franklin Laborers Concrete Stack $38.70 Zft 18 Franklin Laborers Confined Space Attendant $38.16 M M Franklin Laborers Crusher Feeder $38.16 7a 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 1M Franklin Laborers Drills With Dual Masts $38.98 76 1M Franklin Laborers Dry Stack Walls $38.16 7B 1M Franklin Laborers Dumpman $38.16 7B 1M Franklin Laborers I Erosion Control Laborer $38.16 7B 1M Franklin Laborers Final Detail Cleanup (i.e., Dusting, Vacuuming, Window $36.06 7B 1M https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 11/7/2017 https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx Page 2 of 3 https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 11/7/2017 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 75 im Franklin Laborers General Laborer $38.16 7B 1M Franklin Laborers Grade Checker $40.69 7B Franklin Laborers Grout Machine Header Tender $38.16 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 7D. 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 IM Franklin Laborers Laser Beam Operator $38.70 7B 1M Franklin Laborers Miner, Class "a" $38.161 7B 1M Franklin Laborers Miner, Class "c" $38.70 713 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 ZD 1M Franklin Laborers Nozzleman $38.701 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 76 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 https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 11/7/2017 https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx Page 3 of 3 Franklin Laborers Railroad Power Spiker Or Puller, Dual Mobile $38.43 L 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 Rodder @ Spreader $38.43 7B 1M Franklin Laborers Sandblast Tailhoseman $38.16 7B 1M Franklin Laborers Scaffold Erector, Wood Or Steel $38.16 7B 1M Franklin Laborers Stake Jumper $38.16 7B 1M Franklin Laborers Structural Mover $38.16 7B 1M Franklin Laborers Tailhoseman (water Nozzle) $38.16 7B 1M Franklin Laborers Timber Bucker 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 �T 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 Franklin Laborers Vibrators, All $38.70 7B Im 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 im Franklin Laborers Wetl-point Person $38.16 LBI 1M Franklin Laborers Wheelbarrow, Power Driven 1$38.431 76 I 1M https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 11/7/2017 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 prime contractor. The delivery procedure is as follows: A. Each lower -tier subcontractor, after careful review, submits required documents to the respective subcontractor. B. Each subcontractor, after checking his own and those of each lower -tier subcontractor he may have, submits required documents to the contractor. C. The contractor, after reviewing all payrolls and other documentation, including his own, and correcting violations where necessary, submits all to the City. All employers should check each of the following statements as being true If any statement is not true, the contractor or his representative should contact the grant recipient community 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): Wage Decisions (State & Federal),/ 2. Notice to Employees (WH 1321)✓ Safety and Health Protection on the Job (OSHA)v,,,' 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: His work classification (journeyman or job title) as it will appear on the payroll. 2. His duties of work. l M �3 \yk ✓ 3. The U.S. Department of Labor's requirement on this project that he is either a journeymanapprentice or laborer. ,/ If journeyman, 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. V ATTACHMENT 9-C (3) F. Understand the requirements that each laborer or mechanic who performs work on the project in more than one classification within the same workweek shall be classified and paid at the highest wage rate applicable to any of the work which he performs unless the following requirements are met: Accurate daily time records shall be maintained. These records must show the time worked in each classification and the rate of pay for each classification, and must be signed by the workman. 2. The payroll shall show the hours worked in each classification and the wage rate paid for each classification. 3. The payroll shall be signed by the workman or a signed copy of the daily time record shall be attached thereto. G. Inform each worker of his hourly wages (not less than the minimum wage rate for his work that is stated in the wage decision). 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. 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: 1. 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. Maintain basic employment records accessible to inspection by the recipient or U.S. Government representatives. ATTACHMENT 9-C (4) 4. Comply with all health and safety standards. ✓ 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 L/stated. ATTACHMENT 9-C (5) 6. Column 1 — Worker's name as it appears on his paycheck is stated. ✓ Worker's best mailing address and social security number is stated on Payroll No. 1 or the payroll on which his name first appears. If worker changes his residential address while working on the project, his new address is stated on next applicable payroll. If any two or more workers have the same name, the last four numbers of the social security numbers are included on the payroll to note separate identification. 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. r/ Apprentice. If the worker is an apprentice, his State BAT registration number and year of apprenticeship is included in this column the first L2 (vcy time the apprentice's name appears on the payroll. Split Classification. If worker has performed more than one class of work during the workweek, such as carpenter and laborer, the division of work will be shown on separate lines of the payroll. Accurate daily time records show the exact hours of work performed daily in each class of work and are signed by the affected workman. Each class of work the worker performed is stated in Column 3 in separate "blocks," and his name repeated in corresponding "blocks" in Column 1. The breakdown of hours worked daily under each work classification is stated in Column 4 and total for week in Column 5. The applicable wage rate for each classification of work is stated in Column 6. The payroll is signed by the workman in the related "blocks" or a signed copy of the daily time records are attached to the payroll. If the above is not done the worker is raid at least the highest minimum wage rate of all of the classes of work performed for all hours worked. ATTACHMENT 9-C (6) NOTE: Avera e Pay to Two Classes of Work Not Accepted. The employer shall not pay a semi journeyman or semi -skilled laborer the average of journeyman and laborer's rates. The actual hours each worker uses tools of the trade (journeyman) and each hour he does not use tools of the trade (laborer) must be recorded in separate "blocks" in Column 3 of the payroll. 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 ("0"), if any, are stated separately from straight hours; ("S"), over 40 hours any workweek. 10. Column 5 — Total hours worked during the workweek are stated (the sum of sub -columns) in Column 4 — straight and overtime hours recorded separately. 11. Column 6 — Rate of pay, not less than the minimum wage rate for the work classification (see wage decision) is stated. • The overtime rate of pay is not less than 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 k-) 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 Or workweek. 12. Column 7 — Gross amount earned equals straight hours shown in Column 5, times straight rate of pay shown in Column 6, plus overtime hours (if any) shown in Column 5, times overtime rate of pay shown in / Column 6. 13. Column 8 — Deductions. Each deduction made is required by law or is: • Voluntarily authorized by the worker in writing before the workweek began, or • Provided in a bargaining agreement to be deducted from the respective worker's pay. ATTACHMENT 9-C (7) 14. Column 9 — Net wages stated are Column 7 minus total deductions shown in Column 8. The following information must be provided on the back of the payroll (Form WH -347). Each Employer must: • Complete all blank spaces and understand the penalties for falsification. • Check Item 4 if fringe benefits are included in the wage decision for any of the workers: -- If fringe benefits are paid to approved fand(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. t� 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. 4ctior�� Contractor/Subcontractor Contractor/Subcontractor Contractor/Subcontractor Contractor/Subcontractor Contractor/Subcontractor Cc: Labor Compliance Enforcement File [PROJECT NO] V. Date Date Date Date Date Date SECTION 8 FORMS9 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. 3. The Contractor shall provide written notification to the Community and Economic Development Director within ten (10) working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone ATTACHMENT 7•M (2) number of the subcontractor, employer identification number, estimated dollar mount of the subcontract, estimated starting and completion dates of the subcontract, and the geographical area in which the contract is to be performed. 4. As used in this Notice and in the contract resulting from this solicitation, the "covered area" is the geographical area where the contract work is to be performed. ATTACHMENT 7-B BIDDER CERTIFICATION REQUIRED BY EXECUTIVE ORDER 11246 U.S. 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): S�&^e 5Q4v . N- 6t9 a o�- 1. Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clause ,R YES ❑ NO 2. Compliance Reports were required to be filed in connection with such contract or subcontract. 19 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) n/ Signature Date ATTACHMENT 7-C SUBCONTRACTOR CERTIFICATION REQUIRED BY EXECUTIVE ORDER 11246 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 required. Contractor Compliance Form ATTACHMENT 7-G CDBG HOME NSP Programs I Nib rURM MUST BE COMPLETED BY ALL GENERAL CONTRACTORS AND SUBCONTRACTORS PROVIDING BIDS. Development Address: 1\O tAV^ %raeo v h SECTION I. CONTRACTOR INFORMATION Name eti:s 3)r^S Address: F-, t. F- k -s !L i W 49at Type of Business: r, .yr - WA License No: t fo c. - � - Q � , , .. C1114: 1 46-154- ot3('(0 Women Business Enterprise (WBE)? Minority Business Enterprise (MBE)? R -No ❑ Yes �Q No ❑ Yes if yes, enter racial/ethnic code from below: Bidding as a: ❑General Contractor N�Sub-Contractor, indicate General Contractor name: _ Current number of employees: Current number of women employees: 1 Current number of minority employees: If minority employees enter racial/ethnic code from below: Code: 1 2 3 4 5 6 Number: I Total Dollar amount of Bid: $ +t a101 O (If exceeds $100,000 complete Section II). SECTION II. New Hires when Bid exceeds $100r000 (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 6. Hispanic/Latino I hereby certify that it is the policy of the undersigned to comply with all existing laws prohibiting discrimination in all aspects of employment due to race, color, creed, sex, age, religion, national origin, marital status, receipt of public assistance or disability. This shall be accomplished substantially by the following actions: Nondiscrimination in RECRUITING, Form 17 (01/2013) The City of Pasco does not discriminate on the basis of race, color, creed, national origin, sex, religion, age, disability, marital status, status with regard to public assistance, sexual orientation or familial status, in the employment and/or the provision of services. Equal Opportunity Housing and Equal Opportunity Employment FFATA REPORTING CHECKLIST (FOR CONTRACTS $25 000 AND OVER To Be Filled Out By Subrecipient/Contractor Contract Number A -ad Subrecipient/Contractor: \)CtN.; 5 SAcv.a =.ne . Address including Zip Code: %%to e • 5"\,., Pt 4 5;?Oc—� ✓ nc rt 1 1u Z Date: 11 I g I I 7 Signature: 1) 1 have been awarded a contract or agreement from CDBG/HOME/NSP funds of $25,000 and over, R Yes ❑ No 2) I had a gross income, from all sources, over $300,000 in the previous tax year. �]f Yes ❑ No If you answered "NO" to question 1 AND 2, STOP, you do not meet reporting threshold requirements, return form to City. If you answered "YES" to question 1. COMPLETE THE FOLLOWING AND RETURN WITHIN q neve Project Location 110 S 4 Avenue Address including Zip Code: Pasco, WA 99301 Congressional district WA04 99301-5320 Amount of award/contract 4. Certified Commercial Kitchen Facility Rehabilitation — Flooring Award title descriptive of the funding action 355 C-2016-5-9 REQUIRED: DUNS number OCDBG Entitlement CDFA 14.218 ❑NSP Entitlement CDFA 14.228 []HOME Investment Partnership Program CDFA 14.239 REQUIRED (Contractors Only): Central Contractors Registration (SAM) number SAM must be updated ever ear 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 ❑ YesNo 5) Compensation information for top five executives is not already available through reporting to the SEC. ❑ Yes 0 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 DAYS Total compensation and names of top five executives. (Complete if you answer yes to questions 3, 4 and 5 above 1. 2. 3. 4. 5. To Be Filled Out By City Staff Program source OCDBG Entitlement CDFA 14.218 ❑NSP Entitlement CDFA 14.228 []HOME Investment Partnership Program CDFA 14.239 Grant No. How do you get a DUNS number? The unique identifier used in reporting to FFATA is the entity's Dun & Bradstreet (D&B) Data Universal Numbering System (DUNS) Number. It is necessary for registering in SAM. For subawardees, OMB has issued interim final guidance requiring recipients to obtain a valid DUNS number. DUNS number may be requested via the web for no charge at: • http://fedgov.dnb.com/webform/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 • SAMFAQS: https://www.sam.gov/nortal/public/SAM/ GENERAL PROJECT NOTES 1. SCOPE OF WORK: Work to Include, but not be limited in, (1) Removal (as irdoated in drawings) of existing siding materials, to prepare for application of new thin masonry veneer and new elastomedc EIFS finishes; (2) Installation of tin masonry veneer siding; (3) Installation of new engin, rigid cable supported, metal awning canopy assemblies; (4) Lighting and electrical work (new ltg. fixkres); (5) New wall and blade signage. 2. GENERAL: Verify all dimensfons and existing conditions at site prior to ocnstuofion. M case of dispepatcy, written dimensions will govern those measured directly on Drawings. Changes, omissions orskbsitutons are not permitted without written approval of the Architect. All wall angles shown on Plans to be 45 deg. unless o1herwise noted an Drawings. Architectural Drawings do rot apply to slnHoral requirements of any pre-angineenad bullring elements OR engineered structural components. Design badng per IBC 2015 edition, as spedted In awning mahufoctrees speoiicallons, 8 as req'd by governing entities. 3. GOVERNING CODES: At work described by time documents shall be performed in full accordance with all applicable codes, including but rot limited to the following codes: 2015 International Existing Bufiding Code, 2015 International Fire Code, 2015 National Elect ical Code, all as adopted by the City of Pasoo. 4. CONTRACTORS RESPONSIBILITIES: Contractorshall review these plans thoroughly, make a detailed site visit, arra shall immediately bring any IMOnsisiency, site layout problem, or arty other request for darlicaton to the architect for resolution prior to the delivery of any bid. Failure to do so shall cause the Contractor to be ineligible for extras relating to such matters. Contractor shell pp -ordinate with all trades to Provide complete worldrg system - Drawings of existing fadfites are, In gerwal, diagrammatic. Exact locations shall be determined by the Cahtracim from field measurements taken by Contactors personnel. Actual arrangement of the work shall follow Iocatos shown on the drawings within the constraints of existing etiudprnent end censtruchon. Dimensions siW n gowhose drawings arra they are rot to be scaled. Drawing and notes to drawings are correlative and have equal authority and priority. Should there be dlsoxepancies in themselves or between Diem, Contract shall base hid pricing on the most expensive comtihaionn of quality and/or quantity, of the work Ir>dcated. In the event of discrepancies, the appmpriate method of performing the wok andhr Items to be incorporated Into the scope of the work shell be determined by the Architect or Engineer. Cohtrecbr is responsible for the safety, actors and conduct of his employees arid his subcontraob s' employees while in the project area, adjacent areas > In the building and its vicinity. 5. WARRANTY: Ail woeanaship, material, and equipment shall be gumahteed for one year from date of Owner acceptance. Any f llure or deterioration wilin n this period shall be coo. led by the contractor at the comracixs expense. 6. SUBSTITUTIONS: Requests to substitute any product, technique, ormaiedal shall be submitted In witting to Aniited for approval. Samples, prniuot information, and drawings shall be required priorfo substitution approval. Proposed subst6rtion shall be of equal quality and performance spedication to that originally specified. 7. MANUFACTURERS INSTALLATION INSTRUCTIONS: Ag materials, finishes, manulectured gems, and equipment shall be installed in full aacordaoe with the supplier's or manufachaer's written recommendations or these documents, whichever Is more stringent. 8. THIN MASONRY VENEER: Veneer UnIt properties: Precast veneer units consisting of poria d cement, 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. $h ear Boit: ASTM C 482: 50 psi. 3. Water Absorption: IBC Standard 15-5: Less than 22 percent 4. Freeze -Thew Test: ASTM C 67: Less than 3 percent weight loss and no disintegration, 5. Thermal Resistaroe: ASTM C 177:11.473 at 1.3871 rhes thick. D. Moisture Banter: [ASTM D 226, Type 1, No. non{orbrared asphalt -saturated felt paper] E. Reinfordrg: [ASTM C 847, 2.5fb/yd. gaNadmed expanded mated lath]; [ASTM C 847, 3AIb galvarhired 318' rib lath); or(ASTM C 1032,16 gauge woven wire mesh] complying with code agencyregArements for the type of substrate over which stone veneer Is installed. F. Mortar 1. Cement Any cement complying with ASTM C 274. 2. Lime: ASTM C 207. 3. Sand: ASTM C 144, natural or manufactured sad, 4. Color Pigment: ASTM C 979, mineral oxide Pigments. 5. Water: Potable. 6, Pre -Packaged Latex -Portal Cement Mortar: ANSI A118.4. G. Bonding Agent: Exterior Integral barring agent meeing ASTM C 932. H. Sealer Water basedslaneorsioxahemasorrysealer I. Project Bidders b maintain a maximum allowance of $241SF for material & lobo 9. STUCCO FINISH: New ciastomeric coating over existing EIFS siding. Remove dirt, ndldew, any loose sand use particular alae if power washing, to not true water Into joints and any cracks. power washing should be done with plain water witrouI dearer or bleach added. Use a quality acrylic or shoo ized caulk to saal any cracks and openings. Allow the caulk to dry over night, and make a accord application if necessary. Apply a masonry primer for best results (sheen uniformity, mildew resistance). Then use either a top "Ityexterior 100% acrylic house paint or masonry paint in a Hat or satin finish depending an appearance wanted; or a 100% a.rytc latex elastornedc wall cooing, applied in two heavy coots. 10. METAL ROOFING: Provide and Install rrin. 26-ga. ribbed metal owning rooirgi panels, complying with UL 2218, Class 4 Impact Resistance, UL 790, Class A Fire Resistance Rairg, and UL 580, Class 90 Wire! Uplift Construction #161. Finish to be Kynor 5" resin based coating, color as Indicated In plans. 11. PAINTING: Materials for use witdn each paint system shall be compatible with one another and s bstrales indicated, udercondtions of service and application as demonstrated bymacwfact rer, based on losing and told experience, Examine substrates and conditions, with Applicator present, for campiamce with requirements formaximum moisture content and other conditions affecting performance of the Work. Comply with manuluct reft written instructions and recommendations In 'MPI Architactral Painting Specification Manual' applicable to substrates and paint systems indicated. Remove hardware, covers, Plates, and similar items already in place that are removable and are not to be painted. If removal Is imprao" or impossible because of size or weight of ten, provide surface -applied protection before surface preparation and painting. After mmpiefing painting operations, use workers skilled In the trades Involved to reinstall Items that were removed. Remove surtoos-opplied protection if any. Apply paints according to man ufacturces wdIten instructions and recomnendaions in "MPI Architectural ral Painting Specification Manuel.' Apply paints to produce surface films without cloudiness, spoing, holidays, laps, bash marcs, culler franking, nus, sags, ropiness, orolhor surface iapedeotos. fat In shop Ines and color breaks. 12. METAL FLASHING: Provide 22 gouge counter golvanvzed metal fiesiing, with hernmed drip lip at bottom, along all horizontal cuts in existing EIFS siding cress, where naw canopy support frame's are Installed 13. SEALANTS: Provide endedo lint sealants by a sire marhubct rer, with application and use compliant with work standards and mfg`s. recommendations. Prior to installingloint sealants, field test aeon to joint substrates using ASTM C 1193 Method A or method r000mmended by marxAaoturer. Verify adhesion is adequate. Moify joint preparation recommendations for failed Joints and re -test. 14.SPECIALTY: Provide and install (2) Pass tru (Drive -up) window uultswsIttln existrg stoetent parxds, as sham an drawings, and in accordance with manufacturers requirements. lhdts to be delivered fully-asse nbled and ready to Install and include: 114' clear tempered safety glass Weather resistant and sealed to protect tom the elements • Dark bronze corrosion resistant material: anodized aluminum Manual operation upon power failure Maximum security tropic -bolt looks ETL Listed. Size and type to be field verified prim to installation. 15. ELECTRICAL: Any electrical wok to comply with NEC requirements. Verifyal dmensluns priortoiretatatlohs. it shall be Contractor's responsibility to coordinate proper light fixture types, receptacles ard wiring between such with —o..-. v •-•.-• ••. •...,�.�.. a,a.... ww.+n, wng. ori-. Fw mm Ire MMO—, Mite: ala NL -U and by a Iloarxsed eledridah. 2015 WSEC mandates t ew lightihr exterior applications otter than emergency lighting that is Intended to be automatically off during building operation, ligIving specifically required tomcat health and life safety requirements, or decorative gas fighting systems shall: 1. Be provided with a control that aulmatically turns off the fighting as a function of available daylight 2. Where Ifphtirg the building topade or landscape, the lighting shall have controls that aulornaicalty shun of the lighting as a Hux tion of dawnfdus9k and a sat oponi g and dosing fine. 3. Where not covered in Item 2, the lighirg shall have controls configured to automatically, reduce the corrected lighting power by at lit 30 permed from no pater than 12 midnight to 6 a.m. or from we hour offer business dosing to one hour before business opening or during any period wfieh no activity has been detected for a time of no lager than 15 minutes. Time switches shall be capable of retain programming and the time seting curing loss of power for a period of at least 10 fours. PROJECT DATA PE OF WORK: to of 8 sidngeii>atedals M but not be Yrnited prre 1Oi1appierbn oaf newIndithh�mggpiry �i9� �d Jnnlrwng of thin masonry veneer shin ; of new engineered, dgd cable supported, metal owning campy (4) Ughting and electrical work (new Itg. Btnures); (5) Now wall and blade signage. ARCHITECT: TATE ARCHITECTURE Devi E. Tale 7815 W. River Blvd. Registratlon No. 5757 Pasco, WA 99301 (509)542.8786 fax (509) 544-9483 e-mail: tabarch@chaiter.net ZONE: C-2 OCCUPANCYICONSTRUCTION TYPE: M' (no change of Occupancy) TYPE VB Construction 1>Sbry (Stucco EAerior walls) APPLICABLE CODES: International Building Code, 2015 Edition International Existing Building Code, 2015 Edition International Fire Cade, 2015 Edition Uniform Dumbing Code, 2015 Edition National Electrical Code, 2014 Edition Washington State Amendments b the building codes WAC -17W 51-50 ICCIANSI A117.1-2009 Amer. National Standard-Aocessihle & Usable Buildng Facitliles GOVERNING AUTHORITY: City of Pasco Ptanning Department: 1(509) 543-5739 525 N. Third Avenue, Pasco, WA 99301 Contact: Angie Pitman SPECIAL INSPECTIONS: ' Except as otherwise noted in Plans, no Special inspections will be required for this Prajact, in 00oordonce with IBC 2015, Chapter 17, Sectuin 1704. NO. SHEET DESCRIPTION REVISED A01.7 -FACADE UPGRADE PLAN; VICINITY MAP' NOTES A02.1 ELEVATI • COLOR LEGEND A03.1 WALL SECT IONS: ISOMETRIC VIEW FACADE COLOR LEGEND 1. 6360 - FOLKSY GOLD 2. 7600 - BOLERO 3. BLANK (UNUSED) d. BLANK (UNUSED) 5. BLANK (UNUSED) 6. 6351 -SWEET ORANGE 7. BLANK (UNUSED) 8. 7702 -SPICED CIDER 9. BLANK (UNUSED) 10.13LANK (UNUSED) 11. BLANK (UNUSED) 12.6615 - PEPPERY GENERAL FINISH NOTES: A. ALL COLOR REFERENCES ARE FROM SHERWIN WILLIAMS PALETTES {"SW"] S. CONTRACTOR TO PROVIDE MOCK UP PANEL FOR OWNR°S REVIEW AND APPROVAL PRIOR TO APPLICATIONS. DESCRIPTION The Halo Surface LED Downlight (SLD) incorporates WaveStream TN 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). PSK Facade Remodel SPECIFICATION FEATURES national ct OPTICS • WaveStream'" technology provides uniform luminance from a low profile flat lens • AccuAini 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 fit, wiring and 80 CRI 90 CRI CONSTRUCTION proper mounting in the WARRANTY is 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 Input Current d I I I ' I d SLD LED an oca e e rlca an 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 is 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 is Linear LED arrays are integrated in trim perimeter • ColorTemperature: 2700K, 3000K, 3500K,4000K • CRI options: 80 and 90 - 90 CRI can be used for California Title 24 compliance/ certified to Title 20 - 80 CRI can be used to comply with California Title 24 Non - Residential Lighting Controls as a LED luminaire. ass— mr;."TY4 WSECn r anoss Rehrtp ENERGY STWC.n.fied Prods. U.I.Can be Had to nomply with CelibmleTitle 24 N m-Riaidan ial LIBMina Comralvequirements 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 Si 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 as The included E26 Edison screw -base adapter provides capability for retrofit • LED connector is a non- screwbase luminaire disconnect for tool -less installation IECC +EC A Referta ENERGY $TAR* Cenifled Pmduna Lat. Can be mad to comply vnlh Celiforniarde 24 High Efficacy mquiremems. Camped W Celifomiarit a 20 ApNissm ERdency Database. HALO 10/13/17 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 (IC, Noi &AIR-TITETM) ENERGY DATA NOMENCLATURE SLD¢1y§aQyJ�{I 612 = 6" SLD 1200 Series 8 =>80 CRI 30 =3000K WH = Matte White E-T*N TD518010EN Poyrenp9udawvsyxwXknle 887/2015 80 CRI 90 CRI Lumens (QWK moeelsl 1215 1W0 Input Voltage 120V 120V Frequency 50160 Hz 5080 Hz Input Current 0.12 A 0.12A Input Power 14.8 W 14.8 W Efficiency (l1000K mgeels) 821nvW 61 THD 20% Power Fedor 20.90 T Ambient -30-+40-C Sound Rating Class A NOMENCLATURE SLD¢1y§aQyJ�{I 612 = 6" SLD 1200 Series 8 =>80 CRI 30 =3000K WH = Matte White E-T*N TD518010EN Poyrenp9udawvsyxwXknle 887/2015 HALO LED DRIVER • Driver is a 120V input, high efficiency, dimmable electronic power supply providing DC power to the LED arrays • Driver features high power factor, low THD, and has integral thermal protection in the event of over temperature or internal failure • Driver is replaceable if it should be required DIMMING • Designed for continuous dimming capability to nominally 5% with many 120V Leading Edge (LE) anclTrailing Edge (TE) phase control dimmers. Dimming to 5% is best assured using dimmers with low end trim adjustment. Consult dimmer manufacturer for compatibility and conditions of use. (Note some dimmers require a neutral in the wallbox.) ].79" rnd) 19 INFORMATION 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 s@ Section 410.16 (A)(3) and 410.16 (C)(5) • SLD may be used in compatible electrical junction boxes in direct contact with insulation including spray foam insulation • May be installed in IC recessed housings in direct contact with insulation (Not for use in recessed housings in direct contact with spray foam insulation. Refer to NEMA LSD 57-2013) • UL Classified when used in retrofit with listed housings (See Housing Compatibility) • EMI/RFI: meets FCC 47CFR Part 15 Class B limits, and is suitable for use in residential and commercial installations 8" 7.]9" [21.48mm] [19].8]mmj r' [17.28mm] • 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 20Appliance Efficiency Database. • 80 CRI: Can be used to comply with CaliforniaTitle 24 Non - Residential Lighting Controls requirements as a LED luminaire. • Can be used for International Energy Conservation Code (IECC) and Washington State Energy Code high efficiency luminaire compliance • ENERGY 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 SAMPLE NUMBER: SLM1292MH SLOBTRMSN Junction Box Installation: Order junction box separately, as supplied by others, to complete installation. Recessed Installation: Order Halo recessed housing separately to complete installation. SLD612= 6" Surface LED Downlight, 120V 1200Series 8=80 CRI 27=270DK 8=90 CRI 3 30001< a5 3500K -I 40=40001K WH=White Designer Trims SLD6128xxWH SLID 129xx WH SLD 1200 Series SLD6128xxWH 80CRI 2700K, 3000K, 3500K, and 4000K S LD6129xx W H 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 (IC, Non -IC & AIR-TITET°) Fit over the SLD for a designer finish SLDSTAMSN=6" SLD Satin Nickel SLDSTRMT62=6" SLD Tuscan Broom I SLD6TNMWH=6" SLD White (paintablel 'SLD accessory trims attach wiM permanent adhesion aid are not Intemhangeble after installation J -Boz Spacer Extension Ring Add 16/18" depth when SLD driver cannot Po Into Installed junction box SLDBi Surface LED J -Box Extender, 9.5" O.D. RAD Adapters When jurepi box is mounted flat on a ceiling or beam surface (not recessed in ceiling) SLDBRAD=6" SLD Round Surface J -Box Adapter, 7.82" O.D. (far 4 -Inch round or octagon junction boi SLB6SADPLT=B" SLD Square Surface J -Box Adapter Plate (Far 4tinch square junction boxes, use with SLMRAD.) spare Parts SLDSACCKIT=6" Accessory Parts Replacement Kit (Screwbase adapter, torsion springs, hidden blades) SUMBRKT=6" Junction Box Bracket & Screws I Refer to SLD Accessories specification sheet for further Information. Eli Powering8mmm Wwldad, SLD6128vxWN SLD 6129xxWN HOUSING COMPATIBILITY The SLD6 Is UL Listed in Halo and All -Pro recessed housings, and is UL Classified for use with OBIT 5 or 6 inch diameter recessed housing constructed of steel or aluminum with an internal volume that exceeds 107.9 int 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) Recessed Can Size Catalog Number HALO 511 H5501CAT, H55ORICAT LED 611 H7501CAT, H750RICAT, H750T, H750TCP, H27501CAT Halo LED Retrofit Enclosures HALO 611 ML78XRFK, ML7E26RFK Compatible Halo Incandescent E26 Screwbase Housings 511 H51CAT, H5RICAT, 115T, H5RT, H5TM, H251CAT HALO 11 6 RIM, RRICAT, 1171CT, H7RICT, HACATNB, H71CTNB, H7T, H7RT, H7TNB, H7TCP, HMICT, H7UICAT, H271CAT, H27RICAT, H271CT, H27RICT, H27T, H27RT Compatible All -Pro Incandescent E26 Screwbase Housings 511 E1500AT, E1500RAT, ET500, ET50OR ALL -PRO 11 6 E1700AT, E1700RAT, E1700, E170011, E1700ATNB, E170ONB, E17000, E17000AT, ET700, MOOR, E12700AT, E12700, E12700R, ET2700, ET270OR E_7•N row , e�men, wonnw.ee COMPATIBLE WITH EATON'S CROUSE -HINDS JUNCTION BOXES TP316 for non-metallic cable 4" x 4" x 2-1/8" (102mm x 102mm x 54mm) nr TP317 for metal clad cable 4"x 4" x 2-1/8" (102mm x 102mm x 54mm) COMPATIBLE WITH MANY OTHER JUNCTION BOXES' SLD612axxWH SLD6129xx WH • TP316 - for non-metallic cable • TP317 - for metal clad cable • UL Listed • Suitable for two-hour fire -rated ANSI/UL 263 when properly installed in a fire -rated ceiling or wall • Refer to www.crouse-hinds.com � S L 4- octagon light fixtureffan 4" octagon steel box 4" square deep steel box 4' square standard steel box 4' x 4" x 142" 4" x 4' x 2-1/8" steel box 4'x4'x2-1/8' (102mm x 102mm x 38mm) (102mm x 102mm x 54mm) 4"x4'x1-12" (102mm x 102mm x 54mm) (102mm x 102mm x 38mm) 4" round new work 3-1/2' round new work 3.1/2' round old work 4" round surface mount box non-metallic light fixture/ non-metallic ceiling box non-metallic box 4" diameter x 1-12" fan box 3-1/2' diameter x 2-3/4' 4-1/4' O.D. flange, 3-1/2" I.D. x 2-5/8" (102mm x 38mm) 4' diameter x 2-3/16" (89mm x 70mm) (108mm O.D., 89mm I.D. x 67mm) Requires SLD6RAD adapter (102mm x 56mm) 4" round new work non-metellic box with hanger bar assembly 4' diameter x 2-3/16" (102mm x 56mm) Surface mounting in a fire -rated ceiling using an appropriate electrical box offers a cost-effective alternative to fire -rated recessed housings. Note: Fire -rating is per the rating of the ceiling and applicable junction box, not the SLD. 'This Is a representative list of compatible )unction 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. E:T•N �w4"ya<;n�a rJ M'' 6LD6128xzWH SLD6129Xa WH SLD612827WH 80 2700 1100 14.8 74 SLD612830WH 80 3000 1150 14.8 78 SLD612835WH 80 3500 1200 14.8 81 SLD612840WH 80 4000 1215 14.8 82 SLD612927WH 92 2700 880 14.8 59 SLD612930WH 92 3000 1 925 1 14.8 1 63 SLD612935WH 92 3500 965 14.8 65 SLD612940WH 92 4000 1000 14.8 68 Performance values are presented as typical for the modells) indicated. Field results may vary. SLDS12827WH - 80 CRI F -O �glitmg facts, LNmOWw(Lmmnm wMn „a8 ,49 1511 1 SLD51292] -00 CRI fig, fit mg facts, [IpBl Oo1pY11LUN.nw Ym.m pm wa¢ Isat._I BBe 68. U SLD61283OWN - 80 CRI F1: fighting facts, 1pMMSW[ILunnnel L Wr wall lBRtsl1 118 148 T1 SLD612930WH - 90 CSI fig, fiil6g facts. Lgmpy`(Lamm.) $25 w m 148 Lumw [w wn lFtln+9) 05 02 Eaton 1121 Hghwey ]0 $qRh F.'T*N NOdItree Ciry, GA 30258 5pec5ice[ionsanrl Poherin Business WotldwiEe e' 27608&4800 dimensiom subject to p w otoon coWighlin0 change without notice. SLM12835WH - 80 CRI EDi iigfliting facts• u5m4rryN4wnil.l wy�uua aa,ww wwa�l 11110 nee SLO812935WR - 90 CRI ightmg facts° LgMOWu`1Lumwa) wwm 88 15 ass2 SLD612840WH - 80 CPI I-flifiting facts- LgntOwnw ryunarcl w w Lonwa p�wen lEl9earyl 11.8 e2ABM SLD6129 1%1 - 90 CRI EDV lig- itirigfacts° HSMpwIlWmmsl W. Lummw 8w wua Qmt.eyl toro UA 81.R PROJECT: PSK Facade Remodel REBELLE Catalog #: 3100-121-40-120V-Xwfl-BZ A R C N I T E C t U R A L L I G H T I N G Type: `WP' Date: 10/13/17 Prepared By: D. Tate i E �Jh Q Tessera 3100LED Wall Mount Lighting MODEL LED MODULE COLOR TEMPERATURE VOLT DISTRIBUTION 3100 12L f�191mwa(ts' 40' 4000K 120' SP 19* spot BT black texture box 35 3500K 208 FL 30" flood 9L 1 x 9 wafts AN aluminum natural 9301°"'a" 30 3000K 240 WFL 45" wide flood BZ 27 2700K 277 V WFL 94" very wide flood (specify 6, 8 or 10 PB pencil beam INTERIOR/EXTERIOR OPTIONS COLOR 90 90 CRI WT white texture SC urace wiring surface BT black texture box SM silver metallic DIM dimming (0 10V) AN aluminum natural NAT natatorium construction BZ bronze WP(_")wallplate GM gunmetal (specify 6, 8 or 10 WS white satin BM 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 MOUNTING Materials All aluminum construction, stainless steel tamper resistant hardware, acrylic lens. Electrical Components Constant current driver 350mA or 250mA, JO°C starting temperature, Luxeon COB LED with Zhage compliant socket, 80 CRI standard. Optional dimming driver compatible with IEC60929:2006 0-10V ballast controls. The 310OLED series is designed for wall mounting. The design allows for mounting in the uplight or downlight position. The LED driver is integrally fixed to a mounting plate and designed to fit into a 4" octagon j -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 Iberville 1004, 1504, 54151 or 55151 (not included). Optional surface wiring box suitable for 112" condufl feed. Optional wall plate available to cover mounting surface, 6, 8 or 10" square. Maximum fixture weight 4 lbs. w .ballelighfing.wm C 2017 RESELLE Ali dghts reserved. R17 SpecrImbons subject to change wiNout notice. OPTICAL The 310OLED luminaire uses Chip -on -Board technology with Zhaga Book 3 compliant socket, field changeable high efficiency twist lock reflector and clear acrylic lens. The pencil beam distribution option uses Chip -on -Board technology with a proprietary magnifier lens. PROTECTION The 310OLED series is listed for use in wet locations to UL and CSA Standards. Reported L70 (10k) >55,000 hours per TM -21. Calculated L70>100,000 hours at 45°C ambient. IP65 rated. REBELLE g P C X I i E C i Y e it L L I 6 X 1 1 X O Machined Aluminum Top Plate Mounting Plate Extruded Aluminum Housing 6063 T5 Aluminum Alloy, high corrosion resistance and low copper content (<0.1%) 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 Tessera 3100LED 'Based on 3100-12L Product CCT CRI Delivered Lumens Nominal LED Power System Power Lumens per Watt' 3100-12L 4000 80 1219+ 12 watts 13.63 watts 89.4 3100-91- 4000 80 930+ 9 watts 9.64 watts 96.5 Lumen Multipliers 3500K-0.962 3000K-0.944 2700K-0.923 90 CRI -0.842 'Based on system power +Not applicable with PB optic w w.rebellelighfing.com ® 2017 REBELLE All rights reserved. R17 Specifications subject to change without notice. INSIGHT SHAPING THE EXPERIENCE OF LIGHT OPTICS IED COLOR/CCT Wall, Downiight Wall, Uplight+Downlight 20° 40° 75° 2700K 3000K 3500K 4000K CYNDER EXTERIOR 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 [i Ceiling 100° ASYMMETRIC COMING SOON Insight Lighting. Specifications are subject to change without notice. CYNE - WHITE LIGHT 4341 Fulcrum Way NE, Rio Rancho, NM 87144 Rev. 07/27/17 Tel: 505.3450888 / Website w ,insightlighting.com Page 1 o13 I /) __/ CRI 80 CRI IS STANDARD OPTIONAL 90+ CRI PERFORMANCE 4000K, 80 CRI 125° C AMBIENTI LUMENS & EFFICACY WATTAGE LUMENS EFFICACY(Im" 7W 820 Inn 12201m/W IOW 11501m 11701m/W 14W 16001m LID lm/W 21W 21001, 1040Im/W LUMEN MAINTENANCE W AT 25" C, MINIMUM 84,000 HOURS ELECTRICAL POWER SUPPLY INTEGRAL WITHIN THE FIXTURE HOUSING INPUTVOLTAGE 120V OR 277V AMBIENT TEMPERATURE -30' TO 45-C CONTROLS DIMMING OPTIONAL 0-10V DIMMING DMX DMX READY PHYSICAL HOUSING EXTRUDED ALUMINUM HOUSING, POWDER -COATED PAINTED SEMIGLOSS FINISH LENS TEMPERED GLASS WEIGHT 11' FIXTURE ONLY: 7 LBS (3 2 kUI 16" FIXTURE ONLY 14 LBS 16.4 kgj CERTIFICATION ETL/CETL APPROVED FOR WET LOCATIONS Or "HS Eo s \II In4ahk WARRANTY 5YEAR LIMITED Lumen measmemenr tested m ocwrd.n. with IES LM -79-08 Insight Lighting. Specifications are subject to change without notice. CYNE - WHITE LIGHT 4341 Fulcrum Way NE, Rio Rancho, NM 87144 Rev. 07/27/17 Tel: 505.3450888 / Website w ,insightlighting.com Page 1 o13 INSIGHT SHAPING THE EXPERIENCE OF LIGHT CYNDER EXTERIOR ARCHITECTURAL DOWNUGHT & UPLIGHT WHITE LIGHT ORDERING INFORMATION UP LIGHT OR DOWN LIGHT PREFIX WATTAGE LED OPTICS MOUNTING VOLTAGE CONTROL FINISH OPTIONS COLOR/CC OPTIONS CYTE 7 27K 20° CMD= Ceiling, Downlight Illil 20V NO-Nodimming TW=TeximedWnild H -High CRI,90+ 10 30K 40° TBL=Temsed Black CYNDER 14 35K 75° WMD=Wall, DownligM NIT2=277V DMA=Odimming 7N-Teared Nolus! CRF = Corrosion EXTERIOR (10%)10%j Resistant Finish SERIES 21 40K 100° vim-Wall'Uplight Dimming pastures TBR -Tecued Brous CRFs ASY are re ked. Order W TLB=Te Lvw1Lgd B,.. recommended for ASY=Asymmesic separately. 7S=Textured Sandaone coastal or extreme Diynbuiron CC=Cusam Cola,. exterior environments COMINGSOON 19Contad factory for custom colors. CYNE/21/27K/1W°/WMD/IMI/NO/ BL/ H PREFIX WATTAGE tED OPTICS COLOR/CCT CYNE UP'iDOWN� UP TDOWNI UP jDOWN LIGHT LIGHT LIGHT' LIGHT : LIGHT I LIGHT CYNDER EXTERIOR _7 7 27K 271( SERIES 10 10 30K 30K 14 14 35K 35K 21 21 40K 40K 700° 100° ASY ASY PSV=Arymmnevtc Dienbufon COMING SOON rL�YD u must select Uplight & Downllght wattage, CDlor/CCT & Optics. See ordering example below. UP_LIGHT_& D_OWN_LIGHT___ MOUNTING VOLTAGE CONTROL OPTIONS WM2-WDIL UpIigH&DovmligB INTI -120V NO-Nodimming RM -277V DNI-0-10Vdimming 1117x1 Dimming wnrcok are required. Order separately. ORDERING EXAMPLE FOR URIGHT& DOWIIGHT: CYNE/ 1421 /35K -35K/40--100° / WM2/ INT2 / DIM /TBL TEXTURED WHITE STANDARD EXTERIOR FINISHES TEXTURED BLACK TEXTURED BRONZE TEXTURED LIGHT BRONZE FINISH -Tenured Wnne "Contact factory for custom calors. Additional charges will apply. OPTIONS High CRI, 90+ oastal or extreme ex-I tenor environments TEXTURED NATURAL TEXTURED SANDSTONE Insight Lighting. Specifications are subject to change without notice. CYNE - WHITE LIGHT 4341 Fulcrum Way NE, Rid Rancho, NM 87144 Rev. 07/27/17 Tel: 505.345.0888 / Website w ..insightlighting com Page 2 of 3 INSIGHT SHAPING THE EXPERIENCE OF LIGHT WMU, WMD -WALL, UPLIGHT OR DOWNLIGHT CYNDER EXTERIOR ARCHITECTURAL DOWNLIGHT & UPLIGHT WHITE LIGHT Will - WALL, UPLIGHT & DOWNLIGHT �L @X10 281 THAU CSK MOUNTING HOLES 4' 051/4' (g0AI1HHUCSK 11:W'_ 051/4' ° MOUNTING HOLES 41YY Tyg. °� 417 421/2' 2 VT CMD - CEILING MOUNT, DOWNLIGHT 1' fl' I --05114'-I WIG BHAZr CA VO 1' Insight Lighting, Spec cations are subject to change without notice, CYNE - WHITE LIGHT 4341 Fulcrum Way NE, Rio Rancho, NM 07144 Re, 07/27/17 Tel: 505,3450888 / Website wwwlnsighilighiing com Page 3 of 3 paint texture example PAINT main building: — dark orange with light orange texture columns: orange and yellow texture trim: dark brown trim CANOPY / LIGHTING: hanger rod metal canopy Outdoor accent latern bronze baked enamal internal sloped corrugated with channel gutter Light type example: Hinkley Lighting KORE, bronze shiplap wood siding example SIGNAGE: storefront fascai sign base: dark brown met Raised metal letters: "Specialty": red "KITCHEN": white option: lighting projecting sign: hung from canopy or attached to wood panel bottom of sign: 8' min. above sidewalk max. projection from builing: 4' internally lit or accent lighting shiplap wood siding with information display board remove blinds and posters dark brown or charcoal gray window frames window glazing PASCO SPECIALTY KITCHEN facade impr®vment design guide Projection sign example Signage material and color example ARCHITECTURE raised motif match depth and shape of south facade 8/28/2017 limited b, (t) Removal (as bmcated in drawings) of All siding masonry veneer and new etas magus EIFS finishes; awning canopy assemblies: 2. GENERAL: Verily AN dimensions and existing conditions at site paorto constrai Incaseofdiscrepaa i, wMten dimensions wdl govern those measured directly on Drawings. Changes, omissions or suWkutbm are not permiMd wisoul written approval of the Architect. All and angles shown on Plans in be 45 deg. untass oPerwise noted on DrnAngs. ArcNlecWral DmAAj M Ad appy to stratculal requirements of any pre-engineered buiMing alemenb OR engineered Mroclu ll components. Design loading per IBC 2015 edition, as specified in a'. g manufacturers specifications, 8 As Ali by goveming entNes. 3. GOVERNING CODES: All work described by Mese documents shall be performed in Poll accordance with all applicable codes, inclWing but nW limited to Me following codes: 20151ntemabserol Existing Building Coale, 2015 International Fire Cade, 2015 National Electrical Code, ON as adopted by the City of Pascal. 4, CONTRACTOR'S RESPONSIBILITIES: Con mr sHall review Mese pans thoroughly. make a deladea site visit, and shall immediately bring any inconsistency, site layout Problem, or any oust request for clarification W Me arcMlect for resolnam prior to the delivery of any bid Found to do so shell cause Me Contlabor to be vleNgible ler exams relating to such matters. Contractor One"berandneje w to eN trades to pi complete vmMlng systems. Drawings of Abating facilities are, n general, diagramrich. Exact locations shell be delearined by the Coduchi from field measurement, taken by Contractus personnel. Actual arrangement of the work shah fellow locations Shown on the drevnngs of tin Me am iMs of existing equlcrnent and construction. Dimensions Shell govern Mess drawips anti they are not to be scaled. Drawing and notes to drawings are boralative and have equal Sullenly and priority. Should Mer¢ be dancepaaies in themselves or between them, Contractor A M1 base bid pricip on Me most expensive combination of quality andker quantity of the work indicated. In the event of discrepancies, the appropriate method of PodoaMng Me wont anclor items to be recommended Into Me scope of the work shall be determined by the Architect or Engbeer. Contractor is naponsible ler Me safety, actions and duM of his employees and his subcontractors'employees while in the project area, adjacent areas and In the building and its Mclnly. 5. WARRANT All workmanship, material, aro equipment shell be guaranteed for ane year from data M Owner acceptance. Any failure or deterioration wegln this period shall be convicted by this mntmdor at Me contractors eRequests to 6. SUBSTITUTIONSaYW. Samples subaOWaAny pron.add technique, or material shall beriorW SetllnwMingto ArcM1hetl falrapproval. Semgn, product inrorma0on, ant @awinoa afuaN be recurred onorro aubstBNion enomvaL Z� FACADE UPGRADE WALL PLAN d Is lei egwi Wa^ry unu ....As.smuon m man olgnrany aPmc n id. Iso si -� ]. MANUFACTURER'S INSTALLATION INSTRUCTIONS: NI de ladak, finishes, manufactured items, and equipment Shall be Installed in NII accordance with Me wppiera w manufacturers writlen recommendations or Mese 8. THIN MASONRY VENEER: Veneer Unit propeNes: Precast veneer units according of poMand cement. Iisab egM aggregates, ono minerdl oxide pigments. 1. Compressive Strength: ASTM C 192 AM ASTM C 39, 5 Georgie average: greeter than 1,800 psi (12AMPM. 2. Shear BOM: ASTM C 482: 50 pal. 3. Water Absorption: iBC SandaM 155: Less than 22 percent 46, Type 1, No. 15, nangermose a dsphalt-saturated felt paper]. l.5byd. galvanized expanded metal lath]: [ASTM C Mr. SAM gaNanizea 318' an woven wire mesh) complying with code agency repuirements for the type of is Installed. Mg with ASTM C 270. Ormuchuffincoured sena. Ineml oxide p,.am., G. Burning Agent Extenor rtegml somip pant meeting ASTM C 932. H. Sealer Water based All Or SHo emasony sealer 1. Propel Bidders a member a maumum allowance of$24BF far material d labor. 8. STUCCO FINISH: New eImMdAACv boating over existing EIFS siding. Remains did, miltlew, any boss sand use Particular care H power washing, to not force water into pines and any clacks. power washing should be done with plan water wised banner or bleach added. USA a quality aupic or silbon¢ed caulk to seal Any cracka and openips. Allow se caulk to My over night. AM make a warand application H necessary. Appy a masalnry primer for best All (sheen ulNbrmity, miMaw Assistance). Then use either a top quality extenar too%acMb house paid or masonry paint n a fiat or satin fini91 depeMmg on appearance wanted; or a too%acMic NASA elastomeric wall Existing, applied in two h W coax. 1DMETAL ROOFING: Provide and install min. 21 ahead meal awning =fine panels, complying with UL 2218, Class 4 ]mixed Resistance, UL TED Class A Fire Resistance Rating, and UL AM. Class 90 Wrnd Uplift Construction #161. Finish to be Kynar 500® resin based boating, color as indicated in plans. 11.PAINTING: MAenalsler use All each paint system shall they compatible with one another ant subntrales indicated under conditions of service and application as demonstrated by manufacturer. based on testip and field experience. Examine substrates ant MMitbns, who Applicator present, for compliance with andamemi m mWabre eantenl and Other conditions affecting performance of Me Work. Comply with manufacturers wntsn inwc ns and recommendatiorn in -MPI Architectural Painting Specification Manual' applicable b substrates and paint systems indicated. Remove hardware. covers, pale, ant similar items Aready In place sal rmovers and azo not a be painted. a removal is imprecYnl ler impossMle because A Size AT weight A item. provMe sursce pjfi ietl projection before suchen preparatim ant painting. After completing palnWg operations. use workers skilled in Me trades invakred to mantaN Nems sA were removed. Remove surfacerappied protMien Wary. Apply paints dace ing to manufacturers armed instructions and recommendations in -MPI Amoitecheral Painting Specucallon Manual.' Appy paints to promrce su ays firma wdlroul cloudiness, apoang, holidays, laps, bush marks, Miler backing, urns, saga, rapine , wofher surface imperfeceons. Cd in sharp linea ant Color banks. 12.METALFLASHING: Provos 22 gauge munWrgaNanized metal Bashing, wffb hemmed dip lip at Wdom, along all b nOl cars in evening EIFS siding areas, where new canopy suppon frames are installed 13.SEALANTS: Provide exlenarjolM sealan6 by a single manufacturer, suis applicabon and sae compliant All work standards and mfgrs. recommendations. Prior to notalllp joint sod W, field test adhesion to pint substrates using ASTM C 1193 Method A" method recommSMed by manufacturer. Vent' adhesion Is adequate, Modify loin( preparation mwmmendabonsW fait, Mna aM re-18sL 14.SPEDIALTY: Provide and install (2) Pose -Unna (Dneeup) window units wsimin exiMip storefront Panels, as shown onhawin9s.aMinac MarlcewlMmanu%MmrsrequimmeAS Urettobedeliveredlully-assembledand madytp install and inaude: 114' clear tempered safety glass - Weather resissM and sealed b protect from Me Aemems Dark bronze borrostm resident material: anodaM aluminum - Manual alpemibn upon power failure Maximum Security hook bola btu ETL Listed. Slee and type to be field ve prior IS insslbibn. 1EELECTRICAL: Airy electrical work to comply suis NEC requiremeMs. Verify all dimensions prior W installations. N shall be Conkabors impeccability IS coon imam proper light fixture types, reinsta l add wiring between much with Bear, ..It and, aINog vocome, 16. LIGHTING: Lighting Shap be Msalletl and, enraged in fail acbooanee with Me NREC, WSEC and NEC and by a licensed electrician. VICINITY MAP -f Al N.T.S./ m AxxllEcnANAL INPNpoa NFnea peMWen � eeeLLT laY 2 b en AiW.M. OM lm� S 3 .a A, way, WMs. LIv Q WIn9 eMMA A qA beseen on Ae JewW W. AB. Man campt IW Fallen armada Ms IIvc va' oMGMonUnee BM Memnbuou llM tOG ELMiT MM1s SCOPE OF WORK: Semi incudo, bel nal be IImHed to. (t) Removal (As indicated n drawings) of existing sklirg materials, to prspam for applicafion A new Min masonry veneer and new elastomero EIFS finishes, �211 IreaWlbn of Min ..q veneer Sltlllrgg 3)lnetaeatbn Of new engineered, rigid tabu sugpalrlel metal awMp campy s blies: (4) Ughting and electrical wok (new Ig. fixtures); (5) New wall anti blade sgnage. ARCHITECT: ABREVIATIONS TATE ARCHITECTURE Devi E. Tate nFart view AiFuresood Pasco, WA 99301 FTi..r PLAN -&..a As. •gemrort NBR.•Fumna P,T.- Pressure Trained MCH-nompown nor.-ana. R=Poxr SLOG - Bultllrg AaRxG4.-.-eBin GA. -Gape N..-(AbonM REINF.-RenlraenmeM rn. -sam GEN. -Gli. Ro.F.Re,h Opman BOT. -unlye L.-4Nss oe .-Said Lme aang As S- Square Fret BSM].-9azemM 4We•Gyqum ephy. SHEATH.. SheANng ces.-cepet 6ve.. Gypsum GIM. - Sl. C.O.-orm 8a H.S.•Hosw alb SEI. - Soups CLE.. Cem, NO.•Hassup STD. •Spread rot-Cdumn M mei STL - Steel OM.. Cwae .1 .11, HOS¢.-W,ieanul M.. Mat, srCa.=smr.ge L. Cd Lead Cord AYt.-Iripeon SUSP,- storaged . W •rvn MTER.-IntOmweMe ] - Tread .-root JAN. jaritw T&G -Tmgue 86oave fin. toper, IST. -Joist T.O.. Tap Of DIV.•Eleratlon ..-LarAm, U.O.N.-Wass otheneye ErA-. w°sue L.L. -Lire Load Noted E. MASON. -Masonry Try. m T'i al 1.111 F11RT. •EEce IUTL-Wterul YOT -V�nYl CompodL Ttl SO., aledw FD.•Fbor, ped MFCR-Manufacturer VCT-AnilNieres Fly. -Fmuh MTO._Mwntedre w.e.-walw LbS¢t HxL-Fhry HTL-MAN Am. Ali Fn.. FLror H.,. My, ro Spin, WLVD. - window Ful, - Fou Of SUN OPEN'G.- Opening W.H. - Wider Heater FA - Flew Sink FL -Prete Ali 'with SCOPE OF WORK: Semi incudo, bel nal be IImHed to. (t) Removal (As indicated n drawings) of existing sklirg materials, to prspam for applicafion A new Min masonry veneer and new elastomero EIFS finishes, �211 IreaWlbn of Min ..q veneer Sltlllrgg 3)lnetaeatbn Of new engineered, rigid tabu sugpalrlel metal awMp campy s blies: (4) Ughting and electrical wok (new Ig. fixtures); (5) New wall anti blade sgnage. ARCHITECT: REVISED TATE ARCHITECTURE Devi E. Tate 7815 W. River Blvd. Registration No. S]57 Pasco, WA 99301 (509)542-8]86 fax: (509) 544-9483 e-mail: tatearoh@Chartecnet ZONE: C-2 OCCUPANCY/CONSTRUCTION TYPE: 'M' (Ito change of Occupancy) TYPE VB Construction 1 -Story, (Stucco Exterior Walls) APPLICABLE CODES: International Building Code, 2015 ECRion e International Existing Building Cade, 2015 Edition e International Fire Code, 2015 Edition Uniform Plumbing Code 2015 Edition NationalElectricalStater Code, menI Edition Washington Stale AmelMmens to the building codes WAC -Title 51-50 ICC/ANSI Al -2008 Amer. National Standard -Accessible 8 Usable Buildinging Facilities GOVERNING AUTHORITY: City of Pasco Planning Depalbnent: 1 (509) 543-5739 525 N. Third Avenue, Pasco, WA 99301 Correct: Angie Pitman SPECIAL INSPECTIONS: • Except as otherwise noted in Plans, no special InsPoetions we An required for this Put in accordance with IBC 2015, Chapter 17. Sectum 17N NO. SHEET DESCRIPTION REVISED A01.1 FACADE UPGRADE PLANVICINITY MAP' NOTES A02.1 ELINATINJINS, COLOR LEGEND A03.1 WALL SECTIONS' ISOMETRIC VIEW PROJECT DATA I-- As Shown I A-01.1 — of THREE SHEETS SW2 SM LSrG urn¢R rm LeTterz bacwxb) vtRfr Kewwxmemnrw vz cruwc _ Tm TRIP sux lobos Lw/owueel SWB SWB SWB SWB SW12 SW12 SWt2 d SW12 mmmmmrmm ' LmmlemTlw vN Sp''rw NJa�rc� TO RGWN ND 6 SW1 '�T SWt --:6W1 SW1 aI �SWt nNsx T SW1 �ze ' .. �GNL 51P-CRi eSNTGIPd. I . �__ __ L✓N LPY X4NX OOMN.i.IM NP) -WEHNP MNNTNN 5dA 4Rr411i TAR Yu[S Ifv.STWb N0R12 SW / [PS WILYX 5) fwG[Si[6 O �XINR ev5) m IyST STCRyRouiSVZWb(aETNp FACADE COI.(IR IEGFND m - 4 1. 6360 -FOLKSY GOLD - \ [ 2 7600 -BOLERO c 3. BLANK (UNUSED) SW1 4 4. BLANK (UNUSED) 5. BLANK (UNUSED) o 6.6351 -SWEET ORANGE e C 7. BLANK (UNUSED) 8.7702 -SPICED CIDER Y F SW1 9. BLANK (UNUSED) 99 ! z SWi WISLANK(UNUSED) THIN MASONRY VENEERSW 12 SW 12 TNIN MASONRY VENEER SW12 THIN MASONRY VENEER 11.BIANK(UNUSED) 12.6615 -PEPPERY E see awWCR ra3 ca. GENERAi FINISH NOTES oR AD'W UaCM rK[4P WNY). A1'. ZAM VRW SgrIT} WSTOLID "TRW CWSr STLRPRPR A NL COLOR REFERENCESARE FROM a °c 61NWi 1,WE. SHEMIN WILLINAS PALETTES rSWI B. CONTPACT°RTOPROVIDEMOCKHP } g s EAST (FRONT) FACADE UPGRADE ELEVATION PRIER FDROWNR IOWS.EW N° PPRW PRIOR TO PPPLICATIONS. Scale '. va" = r -D^ Y+ Q Ei u=a— b n� O w g556Nfi—QSrORw6PX1KTRN CGMNfMIRTWM5XIN5 p55'NW V59PIK EA5rO0N6RXNCIRN a 6 O I u�nnn)wutn Imo/—III a 3 •�TOP[D CSrOPM SN:LO TRN lt5 rpW 5TYC04HlM1 iRW WCRF Y vzr oAw T am w/ W U w n —�1pRm ¢ L - e _ uu[5 aORa'Ra oR¢wPe V Pn rolN snewWwrI.TRN wcRF __ ------------------------------------- rtAube aTm eru+leewuo � � M --------------- 1Mm P5 rOA45TXGO iRW Elr`I-rbY VEIW N U Q59N6 STLR@RPIt MTD9M STLR[rRONT NIIMM^ STORCROMbIiF' la'I W CIO a u �Ef5 M,a, r p [P5. –RNSd fNL. rPS rOMI SiIKfA RIm ACADE ELEVATIONS EAST (FRONT) FACADE EXISTING ELEVATION As SM1DWD A-02.1 -Pr- THREE SHEETS Emmy courx z1m Woc nwvGe CAST WN1MD.9K� raNnw [%5T 1.8•'MD RVED NCPRR = [YI9iINb sT4RP Wu.DM C5PG0.M PPxNei jRIM Re{NM [MT. W MSNIUG (ROV¢ WIR9![c,wWP cR MIssINGI emTess ro�X drew mw. i9ceRreN51@—� / C%51 er5 SRXS -ib RNGV[ N[W ENSTW[RC wPTN6nMSX w cN+ory WIe s�rrcRr e9ancxeax - wsTe XuoeR — emm5srm lwld 6P rCw ENY.{�' RYA CYML 5 V PLRr — [mrYY taYF VCN®[ 5129rPJ,R �e%I6T. er5 PO0.N 9nlf! TR11MWs �N[W 9� PWUM6 V.VC{YSWGRI OV[ [WiT CS (OIN rye9H. Rw PSD SA9[M51R�b. SOLFR zw.xr %6w RAYD K}N. q'1N6-WN VMS 9IRC C�x bnNLTI1RYNL. n4 91PM18R'S PEOMS BWX R[(iVTS. Y S RCPGTKW WALL SECTION / NL xW9[OJNH LYMIIII[nFe FACADE ISOMETRIC -KW TN'N .1 MHeeR 1.'. e%5T. V SPIW) [Lsi V5r90M 5nYC9 UA Tb a4uK uew 6wsT91�Gfe PNXi nuISX (see aEvnroxsl G%K1Rlb[PrtM 91[4 Wbt nARS[ sGN .ST i. b' W 9n9 WN1 rRNwXb� Sol, l/4"=1 0- - . - — [XKTN6bRGF VCidL! 9WiiRI.i[ 1 PLYW➢. 91lATXIN6 WG% [YISi. V5 f9Aw 9}YwOTRM Mlgi ew 51PL. nWNW' W'MV 91RPRi Y[ [✓JST V5 fOPN rNUSN, NO fLN}IN. Mx M9Wub SLeR[R RW NA sWAN} GR RWE®M[iK ro-wa V4L 5 VRe m�GNIT'RAR[ FSRR SRebI.rtS 1----- �N.[M'C{YSCTTUYLgNGrVM6R1 "-- rR�. D � Y9KIJW A9 RR CpNGfY Ms. L Srtc wwrtnX Kw TII MI.90NRV W![R-R va / 9 HlRW L9[NAH} emlWb CPS PM9n n9 R[bb fGR IiM. J rMlR ATKI.nW4 Y IN9TNL M RR FT(R. RPCCMA[W.MN9 n WALL SECTION � s<a1<: 314•=Iw^ 2005 FACADE REMODEL (ORIG. BLDG) PHOTOS emT swr e.nv L<r"eRnxc emn+G rtoa s1R.crvRe EYJST LY i'. 1t9. TN P.An CAST K9 9M WNI IRMM6— [qsi. MD RUI®NVR.Z P.Y5nNG 5rLRPRM}MNWW INTERIOR [W TMN I.1 VCxEE[. RUtOJ[ ASnW Efs IWSN ns RMbrce L KIIlR A^R YAMxs Y wsGNt As rG¢ ITS RSLMnExopiMus (lYP1 iEw PNrt R99X OH [g5rW6CPRµ x[iK rMN[i W MSIM6 EwsTwG rr91. zn i wan W¢[R 9Y49rP.L.R emr erg 1. sneco flax sews a1 11 1I P 11 ii I¢W ei[R I.M2Y 4uY1SRd<T C. I.. Mf9(N6RA 6'�'f' 1TILXMM rb UKY y jG jo N & i< {1 Mi@dST W.SWRY M1 MiMKW W �N FoL A t NGEOn1rD OLL.iKKW CV[ RODS (SEIIRPD i9 wrnR XnxxRr wsu wMmrwwzr¢q Doer res roan nurse YmwunN 9F5[MSpK mrnPx eco nwseN.wr GNaW WWE-PS PR y � E r �a�Rua.{ � � 3 m r] K e brteOnii ¢ 3 m WM1in 1. i PR9V. KSX zczn Rme®YxTa. xrtecxwsomrrort onaom j"RoonNb-w<v+w:owe wuuwe io socen6W m`w u R' S iF ^� r I 1 �Ykrrae n . 7s —_ __ fBfYICTCR f. GINNN6 - -- � b.t•urlsrolvrtalr M]� Y_o O KTN.UHKV9JPITIGYGWCT'A ) M1AN ON �G�R VI SbWrrRR1Ll®'CPN'WM.SPL P/.IXk6AN.PNG nS TR f.MYIY CNGINRW11rS.L9rtefMAltlX �•I•y jj,] `�j'I jF;l EXTERIOR WV t A o 0. �RGV.6Kl1 R4DY5VISHT {Iy N (MISTMC SLL W-MOTCN X[W 0. CpG1 M419IG L bYL¢YLPlT. YLXPPR r(T l\ W T/] � F a I; Imo; j V a r rROV YMSTN1 EdJTW epee nA9NM5 F¢ rx6T W. WALL SECIIONS M Shown WALL SECTION A-03.1 —of— THREE SHEETS SECTION 10 ADDENDA Residential and Commercial Planners 7815 W. River Boulevard, Pasco, Washington 99301-1785 509) 542-8786 (Fax) 544-9483 Date: October 18, 2017 To: Angie Pitman, City of Pasco 525 N. 3' Ave Pasco, WA 99301 RE: PSK Fagade Upgrade Project The following are revisions to the above-mentioned plans [Tate Architecture Plans (stored in DropBox) job #1017130, dated 10/17/17], which will supersede any related drawing sheets previously released. Please forward this information to any and all recipients of the original construction Documents, and include a copy of this Addenda in any future Drawings or Construction Documents distributed after date of receipt. DRAWINGS SHEET A01.1— PROJECT NOTES: NOTE 16: LIGHTING: Add the following reference note, regarding the Washington State Energy Code (WSEQ requirement for the new canopy soffit and wall mounted sconse 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. SHEET DESCRIPTION REVISED A01.1 FACADE UPGRADE PLAN VICINITY MAP NOTES A02.1 ELEVATIONS'COLOR LEGEND A03.1 WALLS CTI NSI OMETRIC VIEW 1� aaa� k�l LLU (1L�I�yI I••ti PROJECT DATA A-01.1 -of- THREE SHEET: hISTW GO TM Z1LGL sTw— WN.L PIVNNG WST I. B' WR rRN q9 XGOu o51Tuw Lrz raw rnRVLr TRW . RL-rnlxr evST cerrusXwG (Rmsce wHue pmw p oR Lzzswfi) Rme®ru eRlsT csroAM STLew TRn-Tox Rmwzrlm� / / �.a�.` �cry ws nru SCONu pprvN 46Xi nA'NRe d15T.Lry %ANG -TO RIGGING H[N n!.sT WIRD GOAnub nxI4N NLW 4NT'LAO[� a{T FACADE ISOMETRIC C9lYlGX[ON-LG'.PR NWER emnuG SRu uure. eaw Style:,/b =1'A" ew uxwr Rr,R ceai wrrovr GGNNNG cwarr feuMeiu rRAMe urnuWorc RAMe. exert evcANorr LaGR NSnNG 9TbRP2i 0N1'WIWON xry/GnNNEfS TLlD'C0.V'{1GNT rIYIVRc W!W TBN IM.NRY Y@!LR nW4X (O+[R O5T C(5 SgNG) L%15T VSPOaN SIUCGO Cd. - TO RfGfJYL uCW (XCbS IA fNNTnW4H E OLVPMRIS) [MTIN64RKR vLJ[[R SIAS}RPR LtlSTIx56R1T. YEN[[R SYp6TRATC 1 rtrWv zLrwTnwG weR [%5T 99 fOgM STXVJ 1RIM 6nN15 IXIST C9 ppN SNYb niW pwp5 LRSiING CONI'W SiPL.WR nlNf CW1 ...� NCY/ SRO AWWNGlaVW yRPLRT N!W STC6 PWMW UN TY SIMfp[T Ruwve exnT erz raw nuSW I30 cWnN. Mu MSHWG eKF[R Rpi4ve GRIST VS roPN nuSX OW CONra GRIST L, b' W➢ 9TIV WN1 rRµryG Rw ANp 4[p1ANi 6PSL IUSWWs.6Kl¢R ROJ PH+SELLPNT PGGPRIp[[pMCT- omuG- wN ✓Wss sLcre wr,ARlepw Mru `ROMNG-MNL V4135LLTL ONW GWLrY rRN1e-PS 2R SIRLI'R'S RLdMTS `NnTN.4NpY 5gnT rROV. dS'G/NQpIG p4 POL GxOrV [NGIx RM'MS k 511'e fCXRIYT! WALL SECTION 3 sRR]e: [MIST ND rRN9Lp M`PRR Miµ G4VLP( XLRT (pV CAWXI M1YaRJ G\1514Xa STOAORONi W11WN PRO V. pLR'G/DKRPIG AS PLt 4WLPY IX4N. RLA'MTS 14RL C4WRION N[W iWN MgS:M[Y YpNCQ.RCNOVt SKKR Rw19LPLONT emTWfi ers nWTx Ps Rm'v rRi Lrn `TNLL[ ATLL^/.nONS L IASTNL I.4 TR MAR I¢GpMIWPnON4 1 I WALL SECTION I l `W 2005 FACADE REMODEL lORIG BLDG 1 PHOTOS MON LnSTµG w "64. er4 raw zneco TaM eAwz TMSntAR 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 MKi VS POPN STLCCO iRyl SNp' (TT) 9TON[ 5LL Cpf.1MTLH uLw I N[W STm AWNW6 f.NY.fY 51:PrgR ([{LLL XKIHG MAR, d-d)-AT9=6T4T TO LpNOf!Az reR MR6R1 [RK+TIW LT5 TLSX PS RPAb rOR ILYO. .\ PRO✓. SIRGRT G1pIM50NRY WpLL WRH R O'SnNGGONTH 9i®. 0.bL MNG[ fLM11 NCwPTb Ml-TM1RN➢ [YL Rw4 (%]ll®TO N9. MP4CD WLL MOL H450NRY WOIl W/WIT 1 WASIIRI MrGR RPLLMMNp ilaK ROMJ[ =67 C FbM "M. PW f4N1pl eAze rub. wa0i Rw Aw 9eVwxi ensu pw. e', xn. Ta riAre RNfiw uwm rwwe. 46P 411'Pt [R5i W➢ SM WNL PWdYHfi T4RCGMTS BJLTJN GIIR[¢ -PROV MLSX 266A R@69 Meiµ g[RpIL W Sq{)T P0.t ppT115® �ROOnNG-MW V1A24LCPe .. q(AMLg6L iO MpLNNR 630N /L BM crusR'nwzw� eTes�6 LWiT W➢MNMD XGWR — GA '. PE¢IM[TeR GGl4lNn ' be [STGRPRONT M.] e%5TIW STGRRRdIT WLNpOW MGTµ G ' 5,'}{IT (SV G4IGTYWGR) LON RLRL LID'G W' LIGXT - Sfl r W I ON 110 IRO✓. OkG/6P�TIWi A5 RR VWgy [Nfi1N R[0'MtS 1418 COW }I W INTERIOR EXTERIOR 1�WALL SECTION v. Y v Eat 3 � i $F o� rO^ V1 z P u P-1 cpps�, s a a 3 n 3 a U w h � a QI O u WALL SECTIONS AL Shown k-03.1 THREE SHEETS (TT) 9TON[ 5LL Cpf.1MTLH uLw ICw THW MnSONRY V[N�R. RdOVe Ve ERL WU Wl11u W. MSXW [RK+TIW LT5 TLSX PS RPAb rOR ILYO. LµLRLOV[RY TYOVQ.[ VOpGI qTy TIaL4 L INyaNy AAT RR MrGR RPLLMMNp ilaK CWJC n -0.'R 5AT PROV.l INSTM CdJTH ens[MSMW NAYa I¢W bLN[Of .. LA*T CLNG wuK 1�WALL SECTION v. Y v Eat 3 � i $F o� rO^ V1 z P u P-1 cpps�, s a a 3 n 3 a U w h � a QI O u WALL SECTIONS AL Shown k-03.1 THREE SHEETS SECTON 11 CONSTRUCTION DRAWINGS - SUBMITTALS GENERAL I ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE LBO). 2. CONSTRUCTION METHODS AND PROJECT SAFETY: DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES. OR SEQUENCE OF CONSTRUCTION. TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. THE EOR WILL NOT ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY` AND HEALTH 5TANDARD5, LAWS, AND REGULATIONS. 3. THE CONTRACTOR SMALL VERIFY ALL DIMENSIONS. ELEVATIONS AND SITE CONDITIONS PRIORTHE START OF CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY DIATELY OF ANY DISCREPANCIECIV S PR CEDENCE OVER S THAT ARE FOUND. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DLL OM1 S. 4. ALL OMISSION SAN D/ORCON RAM OCTOBERTMf VARIOUS ELEMENTS R THE WORKING DRAV/IION AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND FIELD INSPECTOR. THE ENGINEER SHALL AFFECTED B A SOLUTION PRIOR TO OMISSION, DING WITH ANY WORK AFFECTED BY THE CONFLICT OR OMISSION. 5. WHERE NO CONSTRUCTION TS ARE SHOWN ONOTED FOR ANY PART OF THE WORK. USEE THOSE FOR OTHER SI1 MILAR WORK. G. WHEN AIS DE IS IDENTIFIED IN TYPICAL, THE CONTRACTOR IS TO APPLY THIS NAIL M ESTIMATING AND CONSTRUCTION TO EVERY I LIKE CONDITIONTANG WHETHER OR NOT THE REFERENCE IS REPEATED IN EVERY INSTANCE 7, CHANGES TO THE DRAWINGS: OBTAIN PRIOR WRITTEN APPROVAL. B. WORK PERFORMED IN CONFLICT WITH THE STRUCTURAL DRAWINGS OR APPLICABLE BUILDING CODE REQUIREMENTS SHALL BE CORRECTED AT THE EXPENSE OF DIMENSIONS. CONTRACTOR, 9 -VERIFICATION VERIFYALL ARTING WORK..ELEVAT THE SITE CONDITIONS BEFORE STARTING WORK. NOTIFY THE EOR IMMEDIATELY OF ANY DISCREPANCIES. DESIGN CRITERIA I 5TOECTURE IS DESIGNED IN ACCORDANCE WITH ASCE 7-10' MINIMUM PF51GN LOAD5 FOR BUILDINGS AND OTHER STRUCTURES. 2. WIND LOAD: BA51C WIND SPEED: 110 MPH RISK CATEGORY 11, fXFOSURE C STEEL I. STEEL SHAPES SHALL CONFORMTOTHE FOLLOWING. OFF, M55 ASTM A500. GR B Fy=42 OR MIN. 50 /RECT. M55 A51M A500. GR B Py -4G GO MIN. THREADED ROD ASTM A3G Py -3G NEI MIN. STEEL PLATE A5TM A3G Py -3G K51 MIN. STD. PIPE A5TM A53, GR B A-35 NEI MIN. 2. 50LT5 SHALL CONFORM TO ASTM A307 UNC_ 3. BOLTS AND THREADED ROD SHALL BE HOTCIEGALVANIZED PFR ASTM P2325 UNO. 4. ANCHOR BOLTS SHALL CONFORM TO A51M F 1554 UNC. 5. NUTS SHALL CONFORM TO A51M A5G3. G. WA5MER5 SHALL CONFORM TO A5TM F844, 7. STEEL HARDWARE SMALL BE HOTDIP GALVANIZED PER ASTM Al 53 UNO. 8. WELDING: 8. 1 WELD STRUCTURAL STEEL IN COMPLIANCE WITH AN51/AWS D I I AND AISC SPECIFICATION. CHAPTER J- WELDERS 5HALL BE CERTIFIED AS REQUIRE) BY GOVERNING CODE AUTHORITY. WELDING SMALL BE DONE BY ELECTRO ARC PROCESS U51NG LOWHYDROGENELECTRODES WITH SPECIFIED TENSILE STRENGTH NOT LE55 THAN 70 ON UNLESS NOTED OTHERWISE. B.1 _ ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN A15C QUALIEFT CERTIFIED FABRICATOR_ 8.2- UNLESS A LARGER WELD 512E 15 INDICATED, PROVIDE MINIMUM 517E WELD PER A15C SPECIFICATION, SECTION J2. TABLE J2A. ALUMINUM I FABRICATE AND ERECT ALUMINUM IN COMPLIANCE WITH THE ALUMINUM ASSOCIATION (AA) 2010 ALUMINUM DE51GN MANUAL (ADM) L THE SPECIFICATIONS FOR ALUMINUM 5HFFT METAL WORK (A5M35), AND IBC CHAPTER 20, 2. PIPE AND TUBE SMALL BE COG I -TG PER ASTM 8241 OR 8425 WITH 0-38 FBI MIN, Fty-35 OM MIN, Ftuw=24 SE MIN. Ftyw-15 K51 MIN. 3- STD STRUCTURAL PROFILES SMALL BE 6061 -TG PER 5306 WITH FW -38 OR MIN, Fty-35 OR MIN, F[uw-24 K51 MIN, Ftywr 15 ON MIN. 4 SHEET AND PLATE SHALL BE 6061 -TG PER ASTM 8209 WITH Ftu=42 K51 MIN. Fty=35 KSI MIN, Ruw=24 ON MIN, Ftyw-15 NEI MIN. 5_ EXTRUSIONS SMALL BE GOG 1 -TG PER ASTM 5241 OR 0,120 WITH FTU -38 K51 MIN, HW -35 OR MIN, ft- 24 UPI MIN, Ft" -15 OR MIN G. ALL SMOP AND FIELD WELDS SMALL BE PERFORMED BY AN A15C QUALITY CERTIFIED FABRICATOR. 7. UNLESS A LARGER WELD SIZE 15 INDICATED, PROVIDE MINIMUM SIZE WELD PER ADM J, 8. FILLER SHALL BE 5356 ALLOY. CONCRETE IF REINFORCEMENT I- MINIMUM 25 DAY COMPRI551VE STRENGTH Tc) SMALL BE 2,500 P5_ 2. REINFORCEMENT TO BE ASTM AG 15 OR 60. FY=GO ON UNO, 3. CALCIUM CHLORIDE OR ADDED CHLORIDE 15 NOT PERMITTED, 4. VIBRATION. ALL REINFORCED CONCRETE SHALL BE CON50LIDATED WITH MECHANICALVIBRATOR5. 5, MINIMUM CONCRETE COVER: CAST AGAINST t EXPOSED TO EARTH 3" EXPOSED TO EARTH OR WEATHER 2" G. CHAIRS AND SPACERS: A5 REQUIRED TO MAINTAIN COVER. FOUNDATIONS I. DE51GN BEARING PRESSURES ARE PER IBC CLASS 4 PRESUMPOVE VALUES: LATERAL BEARING: 150 P5F/FT VERTICAL BEARING: 2000 P5F EXI5TING CONDITIONS I _ IF EXISTING GONDITION5 ARE NOT AS DETAILED INT115 DESIGN, THE INSTALLER SHALL CEASE WORK AND NOTIFY REVERENCE ENGINEERING IMMEDIATELY. 2. REVERENCE ENGINEERING WILL NOT BE PERFORMING ON-51TE IN51MECTION5 OR VERIFICATIONS_ ITB THE RESPONSIBILITYOF THE INSTALLER, STRUCTURE OWNER, AND PROPERTYOVMERTO IDENTIFY EXISTING CONDITIONS AND CONTACT REVERENCE ENGINEERING WITH ANY D15CREPANCE5 OR CONCERNS. 3. INSTALLER SMALL CONFIRM THE DIAMETER AND THICKNESS Of EXISTING MEMBERS AND NOTIFY REVERENCE ENGINEERING OF ANY DECREFANCIE5. 4, INSTALLER SHALL INSPECT AND CONFIRM THE QUALITY OF EXISTING STRUCTURE AS "IN GOOD REPAIR", IF THERE ARE ANY INDICATIONS THAT THIS 15 NOT THE CASE, INSTALLER SMALLCEASE WORK IMMEDIATELY AND NOTIFY REVERENOE ENGINEERING. 5. ANY EXISTING INFORMATION SHOWN HAS BEEN FURNISHED BYTME PER5ONBR OR COMPANY THI5 DOCUMENT WAS PREPARED FOR (5EE TITLE BLOCK)- REVERENCf ENGINEERING IN NOWAY CERTIFIES TH15 INFORMATION AS A5 BUILT. IF THERE 15 ANY REASON TO BELIEVE THE EXISTING CONDITIONS SITUATED HEREIN ARE NOT ACCURATE, REVERENCE ENGINEERING SHALL BE NOTIFIED IMMEDIATELY. SCOPE OF WORK LIMITS OF LIABILITYTO EXTEND ONLY TO THE QUANTITY INDICATED. ATTEMPTS IN PART OR IN WHOLE TO INSTALL GREATER QUANTITIES THAN TH05F SPECIFIED WITHOUT CONSULTING REVERENCE ENGINEERING SHALL VOID ALL PROFESSIONAL LIABILITY AND COVERAGE. ABBREVIATIONS TAP: STEEL ABV. ABOVE PER HORIZONTAL ABV. ADJACENT GO ON CENTER ADDL. ADDITIONAL LOC. LOCATION AFF ABOVE FINISHED FLOOR MAA. MAXIMUM ALT. ALTERNATE MIN. MINIMUM ALUM. ALUMINUM NTE NOT TO EXCEED AOR. ARCHITECT OF RECORD o/ OVER ARCH. ARCHITECTURAL OD, OUTSIDE DIAMETER BTM. BOTTOM OPT, OPTIONAL BLK'G. BLOODING BEER REINFORCEMENT CIRC. CIRCUCCIRCULAR RED. ROUND CONC. CONCRETE SPA SIMILAR CONN. CONNECTION 55, 5TAINLE55 STEEL CONI. CONTINUOUS STU. STANDARD OUR CONTRACTOR CUPP. SUPPLEMENTAL DIA DIAMETER SQ. SQUARE DET. DETAIDTR LED TOP OF EA, EACH M. TYPICAL EW. EACH WAY THD. THICKNESS ELEV. ELEVATION UNO, UNLF55 NOTED EMBED. EMBEDMENT OTHERW15E EOR. ENGINEER OF RECORD VERT. VERTICAL FAB, FA5RICATOR/FABRICATION VIE. VERIFY IN FIELD FOR FOUNDATION w/ WITH rW'G FRAMING w/o WITHOUT FTG. FOOTING Dr. ZINC PLATED AS. GENERAL CONTRACTOR HDR. HOT DIP GALVANIZED SYMBOLS TAP: STEEL EARTH mMRAWM) --_� 0.375" ALUM. i.. BACKER PLATEI11111 -T6) III __-__7_.__ CONCRETE SAND (UND) m F I L-- .1.1-- .1.1 iF the wlA property IN Reverence [nglneennq and [M1at rliey Sha deGtls mdWed,n cmo-act documents, Reverence Engmeenng shall dmde wM1,cM1 ,ndipnon must be fdlowed and thcr densan dull be M1nal. CopyngM1t Reverence Engmeennq. E) WALL 5 (SEE DETAILS) 52 TAP: T1'P. III 1 1 --_� 0.375" ALUM. i.. BACKER PLATEI11111 -T6) III __-__7_.__ 1 - 1 r 1 ^ 1 III M _r �A� of �1 Ilio 1 3 of 1 �111N 1 52 �I ��1 ito� a -1 °;Ila o; N111� N' ;a �; NIII� p� ,DI �II� 1VIII J Q _I of JnQ NI o:llo of NI„Q o NI of Q„IN NII QnN cillo N olliz NI N TVP. NI �lo NI IB No: laue/Renslon: oll:o 1 `:; 0i Q111 I "I %I 1IIW "III 52 N; 1IW N1p` N1 NI zllix lF NI Alin IIIA �- 77��TT�SSIONnL �i=xc.FROuC5l�'A iii _____L___ HOWELL, NJ 077 1 JIL 1 J ch, PE ionsl Engm., WA PE Lia 952938 A5G58x4.26 (6061-T6) [AMER. STD. CHANNEL 5ECOON] W5 T --T --- _IL✓ 5.1 B 51 TYP, �1 PLAN #2 GALV. CLEVI5 EA, END TAP: I/2"0 PIN: 1/2"0 GRIP: 112" BACKER PL, PER PIAN (2) 1/2"0 A35 ROD THREAD @ EA. END ALUM, SQ, TUBE PURLIN I x I x 0.09" @ 1 G" O.C. (GOG3-T6) 41 - _ - - _ - _ - - - - 1 1 rl #2 GALV. CLEVI5 EA. END TAP: 112"0 PIN: 1/2"O GRIP: I/2" PREPARED FOR: VE5TI5 SYSTEMS V I L _ _ - - - - _ ------------ PARTNER _-------RAFTER PER PIAN 2 j 52 52 52 TYPICAL SECTION BEAM PER PIAN RE REVERENCE ENGINEERING www.reverenceenjinecrini.com (G 1 9) 354-1 152 10 1 WEST BROADWAY 5TE 300 5AN DIEGO, CA 92 101 PREPARED FOR: VE5TI5 SYSTEMS V Z Z O Q W OF u OF. J Q N W o G a -- G a o PROJCCT N: 171155 No: laue/Renslon: Date: -- Imhal 5ubmit1al 12-5-2017 z MURI)o O U yP T°x 3 _ - _ o LIF OA FCISTEt<� 77��TT�SSIONnL �i=xc.FROuC5l�'A 5F'lfii u 2 HUMMINGBIRD HOWELL, NJ 077 1 3)57M2 1 21612 01 7 ch, PE ionsl Engm., WA PE Lia 952938 DP IGNED: ENGINEER: W5 DWG TITLE: STRUCTURAL SMEEi: SIZE: 5.1 B (E) DBL. TOP PLATE5 (4) 1/4"0 x 4' Lacs (E) CRIPPLES @ IG"O.C. sr 0 0.375" ALUM PL (GOGI -TG) TEN51ON ARM PER PLAN 0.375" ALUM PL. TAB (GOG 1-T6) RAFTER PER 1 PLAN BEAM PER PLAN 5/81 O HOLE Riffs I 0.375"ALUM PL. (COG 1-T@2.3" 3 FIT TO CHANNEL I 1 CONNECTION DETAIL I; (E) GLB HDR, 5/100 HOLE 40,375" ALUM PL. (6061 -TG) PER PLAN j \ CONNECTION DETAIL � CONNECTION DETAIL IPcip 5 SIDES 3 SIDESl (E) GLB HDR. BEAM PER PIAN BEAM PER PLAN / C \ CONNECTION DETAIL RAPTER PER PLAN PURLIN PER PLAN 7 CONNECTION DETAIL end'sheat iocwded m mncrecc aoaments Rsys-- Englneenng shall deods ah,,h indiodmmust bevouwed and teev denacm shall be nnai. eownant Rsveme— 1 /4"0 x 4" LAG5 @ b" O.C. (STAGGEw I BACKER PLATE PER PIAN 3 CONNECTION DETAIL BEAM PER PLAN BACKER PLATE PER PLAN /WP CJP BEAM PER PLAN - TOP VIEW FRONT VIEW U CONNECTION DETAIL R E REVERENCE ENGINEERING www. reverenceeng neem j. com (G 1 9) 354-I 152 10 1 WEST BROADWAY STE 300 SAN DIEGO, CA 52101 PREPARED FOR: VESTIS SYSTEMS UI Z_ Z u< W 3 LL - 0 ~ 0 a J Q N WtJ p a 7-0777 a: 171155 No bsu4Reweio . Date_ Iaaal 5obmi 1 12-5-2017 ^^-- /I� WAS O LL .�� 52939 �SSIONALit G cull ENGWE_ERI� 2 HUMMINGBIRD HOWELL, NJ 077 1 3) 57M 7218 20tt h, PE i.81 Enginwr WA PE .I152939 Ls DATf 51GNff : ENGINEER: BJ5 QWG TITLE: STRUCTURAL SnffT: 5¢f: 5.2 B REREVERENCE ENGINEERING STRUCTURAL ENGINEERING SERVICES STRUCTURAL CALCULATIONS for City of Pasco - Specialty Kitchen at Pasco, WA Prepared for: Vestis Systems DESIGN SPECIFICATIONS 1 International Building Code (IBC) 2015 2 ASCE 7-10: Minimum Design Loads for Buildings and Other Structures 3 ACI 316-14: Building Code Requirements for Structural Concrete CONTENTS: Wind Pressure Calculation and Load Distribution Lateral System Analysis RISA Model RISA Load Case Diagrams RISA Report No: Issue/Revision: Performed: --- Initial Submittal 12/5/2017 2 3 5 7 11 DESIGN LOADS Wind: 110 mph Ground Snow Load: 15 psf 171155 4 M X40, �� UMMINGr �(G OWELL., p�' (�9)670n ionel Erpinem Lic. A92939 www,ReverenceEngineering.com 1 of 15 For proposals and inquiries: 619-354-1152 Projects@ReverenceEngineering.com Project#: City of Pasco - Specialty Kitchen 171155 E"pM'I"NwNc 0 ` Pasco, WA %%' WIND LOADS FOR ROOF OVERHANGS 28.4.3 Roof Overhangs The positive external pressure on the bottom surface of windward roof overhangs shall be determined using Cp = 0.7 in combination with the top surface pressures determined using Fig. 28.4-1. V =110 mph Basic Wind Speed z=l 15 Ift Overhang height K. = 1.0 - Topographic Factor Ka = 0.85 - Wind Directionality Factor a = 11.5 - Terrain Exposure Constant zs = 700 If Terrain Exposure Constant K, = 1.03 - Velocity Pressure Coefficient q, = 27.13 psf Velocity Pressure [26.82 per 28.3.21 [Table 26-6.1 per 26.6 per 28.3.2] [Table 26.9.1 per Table 28.3-1] [Table 26.9.1 per Table 28.3-1] [Table 28.3-1 per 28.3.2] [Eqn 28.3-1 ] % = 0.00256'Kd'Kii GCp _ -1.07 - Worst Case Roof External Pressure Coeff. [Figure 28.4-11 p = -29.02 psf Design Wind Pressure [Eqn 28.4-1] p = GCpr'q, G = 0.85 - Gust Effect Factor [26.9] C1, = -0.7 - Pm"= 45.16 psf Overhang Design Uplift Pressure p= G"Cp'q,+p FLAT ROOF SNOW LOADS PER ASCE 7.10, CHAPTER 7 fig = F15 Jigsf Ground Snow Load Cp= 1.1 - Exposure Factor [Table 7-2] G= 1.2- Thermal Factor for "Un heated and Open Air Structures"[Table 7-3] I.= 1.0 - Snow importance factor based on Risk Category II [Table 1-.5-2] pi= 13.86 psf Flat Roof Snow Load [Eqn. 7.3-1] pr= 0.7CBC,Isp, + 5 psf Rain -on -Snow Surcharge V.10] p= 18.86 psf Net Snow Load pm= 15 psf Minimum Roof Snow Load [7.3.4] Surface Roughness: 17-71 Roof Exposure: r Shalt. 'Exposure per Table 7-2 Full Partial Shalt B 0.9 1.0 1.2 C 0.9 1.0 1.1 D 0.8 0.9 1.0 www,ReverenceEngineering.com 2 of 15 For proposals and inquiries: 619-354-1152 Projects@ReverenceEngineering.com Project#: City of Pasco - Specialty Kitchen 171155 0 REVERENCE ENGINEERING Pasco, WA �— JOINT REACTION PER RISA Wall Plate Reactions Joint Columns X [Ib] LCx Y[Ib] LCy Z [Ib] LCz Mx[k-ft] LCmx My[kft] LCmy Mz[k-ft] LCmz N2 max 0 5 296.1 5 0 16 0 1 0 16 0 5 X..„ 0 ]b N2 min 0 16 0 16 -591.7 5 0 1 0 5 0 16 Xmb = 0 lb N8 max 0 5 441 5 0 16 0 1 0 5 0 16 Y. 441 lb N8 min 0 16 0 16 -880.5 5 0 1 0 16 0 5 Y. = 0 lb N14 max 0 16 296.1 5 0 16 0 1 0 5 0 16 zm.= 0 l N14 min 0 5 0 16 -591.7 5 0 1 0 16 0 5 Zinn= -880.5 Ib Mxmm,= 0 k -ft Mxmin = 0 k -ft MY. = 0 k -ft MYmm = 0 k -ft MZmix = 0 k -ft Mzm;, = 0 k -ft JOINT REACTION PER RISA Backer Plate Reactions Joint Columnl X[Ib] LCx Ylib] LCy Z[Ib] LCz Mxp;-ft] LCmz My[k.ft] LCmy Mz[k-ft] LC= N7 max 0.128 5 112 5 568.4 5 0 1 0 1 0 1 Xmm= 0.292 Ib N1 min 0 16 404 28 0 16 0 1 0 1 0 1 Xinn= -0.2921b N4 max 0.292 5 274.5 5 74.44 5 0 1 0 1 0 1 Y.. = 274.5 Ib N4 min 0 16 -502.6 28 0 16 0 1 0 1 0 1 Ymm = -1308 Ib N7 max 0 5 257.9 5 778.3 5 0 1 0 1 0 1 zmm,= 778.3 Ib N7 min 0 16 -544 28 0 16 0 1 0 1 0 1 Zmm= 0 l N10 max 0 16 274.5 5 74.44 5 0 1 0 1 0 1 N10 min -0.292 5 -1308 28 0 16 0 1 0 1 0 1 Mx.. 0 k -ft N13 max 0 16 112 5 568.4 5 0 1 0 1 0 1 Mxmlb= 0 k -ft N13 min -0.128 5 -1.269 28 0 16 0 1 0 1 0 1 MY.= 0 k -ft MYmm = 0 k -ft MZ. = 0 k -ft MZmy = 0 k -ft www.ReverenceEngineering.com 3 of 15 For proposals and inquiries: 619-354-1152 Projects@ReverenceEngineering.00m Project City of Pasco - Specialty Kitchen 171155 =`"=R "`' Pasco, WA LAG SCREWS IN WITHDRAWAL Wall Plate Reactions W,, = 440.3 Ib Withdrawal load Adjustment Factors [NDS Table 10.3.1] D -1 0.25 lin Nominal Diameter CM Ct Ceg KF m A G =r 0.5 - Douglas Fir- Larch 1 1 1 3.32 1 0.65 1 1 WITHDRAWAL LOADING [NDS 11.2.11 W 225 lb/in Reference Value[NDS 11.2-1] W 486 Ib/in Adj Value pt,req 0.906 in Required thread penetration for withdrawal pt,req 1.000 in -->Rounded up to nearest 1/8" LAG SCREWS IN WITHDRAWAL Backer Plate Reactions Wu =F_'_Ib Withdrawal load D =0.25 in Nominal Diameter G =1 0.5 - Douglas Fir- Larch WITHDRAWAL LOADING [NDS 11.2.11 W 2251b/in-ReferenceValue[NDS 11.2-1] W 486 Ib/in Adj Value pereq 0 in Required thread penetration for withdrawal pereq 0.000 in -->Rounded up to nearest 1/8" Adjustment Factors [NDS Table 10.3.1] M Dt Deg KF q' A 1 1 1 3.32 0.65 1 www.ReverenoeEngineering.com 4 of 15 For proposals and inquiries: 619-354-1152 Projects@ReverenceEngineering.com Reverence Engineering SK -2 BJS Pasco Awning Dec 5, 2017 at 5:04 PM 171155 171155.r3d w ReverennaFnaineerina.com 5 of 15 For nronosals and inquiries: 619-354-1152 Projects@ReverenceEngineering.00m Reverence Engineering SK - 1 BJS Pasco Awning Dec 5, 2017 at 5:04 PM 171155 171155.r3d w ReverenmEnnineerim mm 6 of 15 Fnr nrnn .k and 619-354-1152 Projects@ReverenoeEngineering.com i Reverence Engineering SK - 3 BJS Pasco Awning Dec 5, 2017 at 5:05 PM 171155 171155.r3d www.ReverenceEngineering.00m 7 of 15 For proposals and inquiries: 619-354-1152 Projects@ReverenceEngineering.com Pasco Awning For or000sals and inauiries: 619-354-1152 Projects@ReverenceEngineering.00m Reverence I BJS I 171155 www.ReverenceEngineering.com 619-354-1152 Pasco Awning SK -5 Dec 5, 2017 at 5:05 PM 171155.r3d For proposals and inquiries: Projects@ReverenceEngineering.com 'X I Reverence Engineering SK - 6 BJS Pasco Awning Dec 5, 2017 at 5:05 PM 171155 171155.r3d v ww.ReverenceEnaineerina.cam 10 of 15 For nrnnnsals and innnirie , 619-354-1152 Projects@ReverenceEngineering.com Aluminum Properties I ahal F rkeil f, rkeil Nu Therm f rlaneifvf T.H. R d kt Fhifk<il Fhdkeil Frvrk.n Folrk.n Cf 1 Company Designer Reverence Engineering Dec 5, 2017 PM III RISA Job Nmber 171155ChOecked By .173 M deluName Pasco Awning Aluminum Properties I ahal F rkeil f, rkeil Nu Therm f rlaneifvf T.H. R d kt Fhifk<il Fhdkeil Frvrk.n Folrk.n Cf 1 3003-H14 10100 3787.5 .33 1.3 .173 Table 8... 1 19 16 13 12 141 2 61-T 10100 3787.5 .33 1.3 .17 Table B... 1 38 35 35 24 141 3 6063-T5 10100 37 87.5 .33 1.3 .173 Table B... 1 22 16 16 13 141 4 6063-T6 101 0 3787.5 .33 1.3 .173 Table B... 1 30 25 25 19 141 5 5052-H34 10200 3787.5 .33 1.3 .173 Table B... 1 34 26 24 20 141 6 6061-T6 W 10100 3787.5 .33 1.3 .173 Table B... 1 24 15 15 15 141 Aluminum Section Sets I nhnl Shnnu Tvnn n—inn I id Mnrn.;�l nnel.... o,dna a rmll r,,,, FinAl I-- nnnl I ri..nl 1 Perim. AAC88x4.. Beam AA Channel 6061-T6VVI Typical 1 3.53 1 3.25 1 37.4 .102 2 1 Rafters jRT2X2XO... I Beam Rectangular Tubes I 6061-76 w I Typical 0 .938 1 .552 1 .552 .824 3 1 Purlin RTixlxo... Beam I Rectangular Tubes I 6061-T6 W I Typical -4 .344 1 .048 .048 .07 Member Distributed Loads (BLC 10 : BLC 1 Transient Area Loads) Mnmhar I ahel nirAMinn Start ManniludaflhM Fnd \.lnnnifudufl6M Sfart I —+i—n,,, o%1 FnA 1—finnlrn 0/1 1 M9A Y -2 -2 0 30 2 M 10A Y -2 -2 0 30 3 M11A Y -2 -2 0 30 4 M12A Y -2 -2 0 30 5 M13 Y -4 -4 0 30 6 M14 Y -4 -4 0 30 7 M15 Y -4 -4 0 30 8 M16 Y -4 -4 0 30 9 M17 Y -4 -4 0 30 10 M18 Y -4 4 0 1 30 11 M19 Y 4 -4 0 30 12 M20 Y -4 -4 0 30 13 M21 Y -2 -2 0 30 14 M22 Y -2 -2 0 30 15 M23 Y -2 -2 0 30 16 M24 Y -2 -2 0 30 Member Distributed Loads (BLC 11 : BLC 8 Transient Area Loads) Member Label Direction Start Maonihlderih/ft Fnrl Maonihiderlh/ft Start 1 nratinnrin ^/1 Fnd 1 nratinnrin 0/1 1 M9A Y -20 -20 0 30 2 M10A Y -20 -20 0 30 3 M11A Y -20 -20 0 30 4 M12A Y -20 -20 0 30 5 M13 Y -40 -40 0 30 6 M14 Y -40 -40 0 30 7 M15 Y -40 -40 0 30 8 M16 Y -40 -40 0 30 9 M17 Y -40 -40 0 30 10 M1 -40 -40 0 30 11 M19 Y -40 -40 0 30 12 M20 Y -4 -40 0 30 13 M21 Y -20 -20 0 30 14 M22 Y 0 30 15 M23 Y -20 -20 0 30 16 M24 Y -20 0 0 30 4-3D Version 16.0.0 [GA ... \Projects\171155 - Pasco Canopy (Vestis)\Engineering\171155.r3d] Page 1 www.ReverenceEngineering,com 11 of 15 For proposals and inquiries: 619-354-1152 Projects@ReverenceEngineering.com Member Distributed Loads (BLC 12: BLC 9 Transient Area Loads) Member Label Direction Start Ma nitude Ib ...End M ni a Ib/ft ... Start Location in °End Locationrin 1 Company Desgner iJob Reverence Engineering Dec 5, 2017 Bjs 5:07 PM IIIRISA Number 171155 Checked By:_ 30 Model Name Pasco Awning Member Distributed Loads (BLC 12: BLC 9 Transient Area Loads) Member Label Direction Start Ma nitude Ib ...End M ni a Ib/ft ... Start Location in °End Locationrin 1 M9A Y -20 -20 0 30 2 M10A Y -20 -20 0 3 3 M11A Y -20 -20 0 30 4 M12A Y -20 -20 0 30 5 M13 Y -40 -40 0 30 6 M14 Y -40 -40 0 30 7 M15 Y -40 -40 0 30 8 M16 Y -40 4 0 30 9 M17 Y -40 -40 0 30 10 M18 Y -40 -40 0 30 11 M19 Y 40 -40 0 30 12 M20 Y -40 -40 0 30 13 M21 Y -20 -20 0 30 14 M22 Y -20 -20 0 30 15 M23 Y -20 -20 0 30 16 M24 Y -20 -20 0 30 Member Distributed Loads (BLC 13: BLC 2 Transient Area Loads) Member Label Direction Start Maonituderlb/ft .... End Maanftuderlb/ft.... Start Lnratinnrin %t Fnd I nratinnnn °/t 1 M9A Y 46 46 0 30 2 M10A Y 46 46 0 30 3 M11A Y 46 46 0 30 4 M12A Y 46 46 0 30 5 M13 Y 92 92 0 30 6 M14 Y 92 92 0 30 7 M15 Y 92 92 0 30 6 Y 92 92 0 30 9 M17 Y 92 92 0 3 10 M18 Y 92 92 0 30 11 M19 Y 92 92 0 30 12 M20 Y 92 92 0 30 13 M21 Y 46 46 0 30 14 M22 Y 46 46 0 30 15 M23 Y 46 46 0 30 16 M24 Y 46 46 0 30 Plate Surface Loads Plate Label Direction Magnitudelpsl No Data to Print ... Basic Load Cases BLC Description Cateaory X Gravitv Y Gravity 7 Gravitv Joint point ❑istrihutpd Ama(Mp Ri vrare(P RISA -3D Version 16.0.0 [GA ... \Projects\171155 - Pasco Canopy (Vestis)\Engineering\171155.r3d] Page 2 www.ReverenceEngineering.00m 12 of 15 For proposals and inquiries: 619-354-1152 Projects@ReverenoeEngineering.00m Basic Load Cases (Continued) RI C nuerrfnlinn r moon. Y r—Ah, v r --A+„ 7 r ,n6, Ini. f o..i..i nlufrimdeA Ame/AAe C.. —/D 12 IBLC 9 Transient Area., Company Desgner lR Reverence Engineering Dec 5, 2017 3JS 5:07 PM ISA Job Nmber 171155Check d By None M delnName Pasco Awning Basic Load Cases (Continued) RI C nuerrfnlinn r moon. Y r—Ah, v r --A+„ 7 r ,n6, Ini. f o..i..i nlufrimdeA Ame/AAe C.. —/D 12 IBLC 9 Transient Area., None i i i 16 5 13 IBLC 2 Transient Area..j None I I I I 1 1 16 0 14 IBLC 3 Transient Area..1 None 1281 0 5 Load Combinations rmecrinfinn Cnl Pr) RR RI r Ced RI rCaM RI r P.M RI r r.m RI r P.M RI r Cori RI r 9.M RI r Cent RI rCenf RI r C.H Envelooe Joint Reactions Jninf Y nhl I r Y nhl I r 7 rim I r LAY r4_el I r AAV rb_al I P LA7 rb_el I r 1 N2 max 0 5 191.727 5 1 0 281 0 1 0 1281 0 5 2 min 0 29 0 28 -383.248 5 1 0 1 0 5 0 28 3 N8 max 0 5 328.531 5 0 281 0 1 0 5 0 28 4 min 0 29 0 28 -656.281 5 1 0 1 0 28 0 5 5 N14 max 0 29 191.727 5 0 281 0 1 0 5 0 28- 6 min 0 5 0 28 -383.248 5 0 1 0 28 0 5 7 N1 max .099 5 196.241 5 366.457 5 3.354 28 0 5 .034 5 8 min 0 2 -725,713 280 28 -.428 5 0 -,046 28 ®on,��-�®©®��-_-_-_-_---_-_ N4 max .329 5 320.338 5 54.596 5 .521 28 0 5 .006 5 1 min 0 28 -436.322 2 8 -. 5 5 0 2 11 N7 max 0 5 318.859 5 580.673 5 .529 28 0 5 0 28 min 0 28 -435.93 28 2 -.362 5 0 28 0 5 13 1 N10 maxI 0 128 1 320.338 5 54.596 5 .521 28 1 0 128 1.01 28 Envelooe Joint Reactions Jninf Y nhl I r Y nhl I r 7 rim I r LAY r4_el I r AAV rb_al I P LA7 rb_el I r 1 N2 max 0 5 191.727 5 1 0 281 0 1 0 1281 0 5 2 min 0 29 0 28 -383.248 5 1 0 1 0 5 0 28 3 N8 max 0 5 328.531 5 0 281 0 1 0 5 0 28 4 min 0 29 0 28 -656.281 5 1 0 1 0 28 0 5 5 N14 max 0 29 191.727 5 0 281 0 1 0 5 0 28- 6 min 0 5 0 28 -383.248 5 0 1 0 28 0 5 7 N1 max .099 5 196.241 5 366.457 5 3.354 28 0 5 .034 5 8 min 0 2 -725,713 280 28 -.428 5 0 -,046 28 9 N4 max .329 5 320.338 5 54.596 5 .521 28 0 5 .006 5 1 min 0 28 -436.322 2 8 -. 5 5 0 2 11 N7 max 0 5 318.859 5 580.673 5 .529 28 0 5 0 28 min 0 28 -435.93 28 2 -.362 5 0 28 0 5 13 1 N10 maxI 0 128 1 320.338 5 54.596 5 .521 28 1 0 128 1.01 28 RISA -31D Version 16.0.0 [GA ... \Projects\171155 - Pasco Canopy(Vestis)\Engineering\171155.r3d] Page 3 www.ReverenceEngineering,com 13 of 15 For proposals and inquiries: 619-354-1152 Projects@ReverenceEngineering.com Envelope Joint Reactions (Continued) Jnint Y rihl I C V rlhl I C 7 nhl 1 r MY r4 -el I C MV r4 -el I C AI7 rL_el I r 14 Company Desielgner Reverence Engineering Dec 5, 2017 BJS 5:07 PM RISA A mber Job NuName 171155 Checked By:_ 0 Mod Pasco Awning Envelope Joint Reactions (Continued) Jnint Y rihl I C V rlhl I C 7 nhl 1 r MY r4 -el I C MV r4 -el I C AI7 rL_el I r 14 min -.329 5 -436.322 28 0 28 1 -.353 1 5 0 5 -.006 15 N13 max 0 28 196.241 5 366.457 5 3.354 28 0 28 .046 28 16 min -.099 5 -725.713 28 0 28 -.428 5 0 5 -.034 17 Totals: max 0 1 2064 5 0 28 0 18 min 0 2 -2760 28 0 5 28 Envelope Joint Displacements Joint X finl LC Y finl LC Z finl LC X Rotatinn __ t Y Rotatinn I C 7 Rntatinn r I C 1 N1 max 0 28 0 28 1 0 28 0 5 0 28 0 28 2 min 0 5 0 5 1 0 5 0 28 0 5 0 5 3 N2 max 0 29 0 28 0 5 0 1 0 5 0 28 4 min 0 5 0 5 0 28 0 1 0 28 0 5 5 N3 max 0 28 .223 28 0 28 2.807e-04 5 0 28 2.064e-03 28 6 min 0 5 -.019 5 0 5 -4.355e-03 28 -3.86e-05 5 -6.161 a-04 5 7 N4 max 0 28 0 28 0 28 0 5 0 28 0 28 8 min 0 5 0 5 0 5 0 28 0 0 5 9 1 N6 I max 0 1 28 1 .281 28 0 28 8.5311e-031 28 1.119e-04 5 1.423e-03 28 10 min 0 5 -.035 5 0 5-1.005e-02 5 p 128 -3.669e-04 5 11 N7 max 0 28 0 28 0 28 0 5 0 28 1 0 5 12 min 0 5 0 5 0 5 0 28 0 5 1 0 13 N8 max 0 29 0 28 0 5 0 1 0 28 1 0 5 14 in 0 5 0 5 0 28 0 1 0 5 0 28 15 N9 max 0 28 .304 28 0 28 8.723e-03 28 0 0 5 16 min 5 -.04 5 -.006 -1.064e-02 5 00 28 17 N10 max 0 5 0 28 0 28 0 5 0 0 5 18 min 8 0 5 0 5 0 28 0 t28 19 N12 max 0 5 .281 28 0 28 8.531e-03 28 0 69e-04 5 20 min 0 28 -.03 5 0 -1.005e -02 -1.119e-04232-03 221 N13 max 0 5 0 28 0 28 0 5 0 0 5 22 min 0 28 0 5 0 5 0 28 0 0 28 23 N14 max 0 5 0 28 0 5 0 1 0 28 0 5 24 min 0 29 0 5 0 28 0 1 0 5 0 28 25 N15 max 0 5 .223 28 0 28 2.807e-04 5 3.86e-05 5 6.161e-04 5 26 min 0 2 -.019 5 0 5 -4.355e-03 28 0 28 -2.064e-03 28 27 N14A I max 0 28 .422 28 0 28 0 29 2.21le-05 5 9.48e-04 5 28 min 0 5 -.226 5 0 5 -3.116e-03 5 0 28 -1.77e-03 28 29 N15A max 0 28 .242 28 1 0 28 7.657e-03 5 0 28 5.789e-04 5 30 min 0 5 -.156 5 0 5 -1.269e-02 28 -7.955e-06 5 -9.63e-04 28 31 N16 max 0 28 .12 28 0 28 3.007e-04 5 0 28 1.393e-02 5 32 min 0 5 -.012 5 0 5 -3.939e-03 28 -8.626e-06 5 -1.924e-02 28 33 N17 max 0 28 .037 28 0 28 2.615e-04 5 0 28 1.232e-02 5 34 min 0 5 -.004 5 0 5 -2,56e-03 28 -4.63le-07 5 -1.664e-02 28 35 N18 max 28 .441 28 0 28 0 29 0 28 0 5 36 min 0 5 -.237 5 -.004 5-3.113e-03 5 0 5 0 28 37 N19 max 0 28 .249 28 0 28 8.056e-03 5 0 28 0 5 38 min 0 5 -.161 5 1 -.00 5-1.346e-02 28 0 5 0 28 39 N20 max 0 5 1 .422 28 0 28 0 29 0 28 1.77e-03 28 40 min 0 28 -.226 5 0 5-3.116e-03 5-2.211e-05 5-9.48e-04 5 41 N21 max 0 5 .242 28 0 28 7.657e-03 5 7.955e-06 5 9.63e-04 28 42 min 0 28 -.156 5 0 5 -1.289e-02 28 0 28 -5.789e-04 5 43 N22 max 0 5 .12 28 0 28 3.0072-04 5 8.626e-06 5 1.924e-02 28 44 min 0 28 -.012 5 0 5 •3.9392-03 28 0 28 -1.393e-02 5 45 N23 I max 0 5 .037 28 0 28 2.6152-04 5 4.63le-07 5 1.664e-02 28 461 min 1 0 28 -.004 5 0 5-2.562-03 28 -1.2322-02 5 RISA -3D Version 16.0.0 [GA ... \Projects\171155 - Pasco Canopy (Vestis)\Engineering\171155.r3d] Page 4 www,ReverenceErigineering.com 14 of 15 For proposals and inquiries: 619-354-1152 Projects@ReverenceEngineering.com Company Reverence Engineering Dec 5, 2017 AACS8X... Designer BJS 5:07 PM 28 .168 ERISA v 128128406.... A mber Job NuName 171155 Checked By:_ Model : Pasco Awning Envelope AA ADM1-10: LRFD - Building Aluminum Code Checks Member Shane Code C__Lacrin] LC Shear __ LodiN Dir LC nhi-Pnn nhi-Pntr nhi'Mn nhi'Mn nhi"Vnv hi'1/n7 Ch Fnn 1 1 M8 AACS8X... .370 72 28 .168 48 v 128128406.... 47655 4.335 9.06 12312 17010 1... .1-1 2 M9 RT2x2x0.. 839 72 28 .119 48 v 120411.391 12663 .621 .621 3290.6263290.6252... .1-1 3 M10 RT2X2X0.. .852 72 28 .098 48 28 411.391 12663 .621 .621 3290.6253290.6252... -1.1-1 4 M11 RT2x2x0.. .839 72 28 .119 48 28 11.391 12663 .621 621 3290.6253290.625 2... .1-1 5 M12 AACS8x... .370 72 28 .168 48 2828406....47655 4.335 9.06 12312 170101... .1-1 6 M9A AACs8X... 096 30 28 .107 0 28 37359.... 47655 4.335 10.519 12312 17010 1... .1-1 7 M10A AAcs8x... .129 30 28 .016 0 2837359....47655 2.301 10.331 12312 170101.-. .1-1 8 M11A AACS8X... .129 0 28 .016 30 v 2837359•••.47655 2.301 10.331 12312 170101••• .1-1 9 M12A AACS8x... 1 .096 0 1281 .107 30 v 2837359.... 147655 4.335 110.519 12312 11701011--.11.1-1 10 M13 RTiX1X0.. ,399 14.6881281 .144 30 v 282642.063 4644 .107 1 .107 1100.3851100.38511 ... .1-1 11 M14 RTixlxo.. ,444 30 28 .109 30 v 28 642.063 4644 .107 1 .107 1100.3851100.385 2 ... .1-1 12 M15 RT1X1X0.. ,444 0 28 .109 0 v 128 642.(G)6 4644 .107 1 .107 1100.3851100.3852.,, -,.1-1 13 M16 RT1xix0.. ,399 15.313 28 .144 0 28 642.06 4644 .107 .107 1100.38 1100.38 1... H.1-1 14 M17 RT1x1xo.. .408 30 28 .215 30 28 64206 4644 107 .107 1100.38 1100.36 1... .1-1 15 M18 RT1xiX0.. .454 30 28 .111 30 28 642.06 4644 .107 .107 1100.38 1100.3852... .1-1 1 M19 RT1x1x0.. ,454 0 28 111 0 28 64206 4644 .107 .107 1100.38 1100.38 2... .1-1 17 M20 RT1XtX0.. .408 0 28 .215 0 28 642.06 4644 .107 .107 1100.38 1100.38 1... H.1-1 18 M21 RT1X1X0.. .224 0 28 .052 0 28 64206 4644 .107 .107 1100.3851100.36 2... H.1-1 1g M22 RT1X1Xo.. ,224 0 28 .052 0 28 64208 4644 .107 .107 1100.3851100.3812 ... H.1-1 20 M23 RT1Xtx0.. ,224 1 0 28 .052 0 28 842.06 4644 .107 .107 1100.38511100.3812 ... .1-1 21 M24 IRTlXlXO..l ,224 1 0 1281 .052 1-y 28 642.063 4644 .107 .107 11100.38511100.38 2... .1-1 RISA -31D Version 16.0.0 [GA ... \Projects\171155 - www.ReverenceEngineering.com 619-354-1152 leering\171155.r3d] Page 5 For proposals and inquiries: Projects@ReverenceEngineering.com