No preview available
HomeMy WebLinkAbout246-20 RESOLUTIONyOF F/ETTF 4'QKANSPS 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 246-20 File Number: 2020-0768 paCHIVED BID #20-74 MILESTONE CONSTRUCTION COMPANY, LLC - 2019 CITY FACILITIES IMPROVEMENTS BOND PROJECT: A RESOLUTION TO AWARD BID #20-74 AND AUTHORIZE A CONTRACT WITH MILESTONE CONSTRUCTION COMPANY, LLC IN THE AMOUNT OF $427,919.21 FOR THE RESTORATION OF THE TOWN CENTER PLAZA, TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $40,081.00, AND TO APPROVE A BUDGET ADJUSTMENT - 2019 CITY FACILITIES IMPROVEMENTS BOND PROJECT BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby awards Bid #20-74 and authorizes Mayor Jordan to sign a contract with Milestone Construction Company, LLC, a copy of which is attached to this Resolution, in the amount of $427,919.21 for the restoration of the Town Center Plaza, and further approves a project contingency in the amount of $40,081.00. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution. PASSED and APPROVED on 10/6/2020 Page 1 Printed on 1019120 Resolution: 246-20 File Number 2020-0768 Attest: Page 2 Kara Paxton, City Clerk IAMtrre[ 1TY 0 ;m= FAYErrEVIttE. 'iJ,, RONtCj00 Pdntod on 1019120 City of Fayetteville, Arkansas 113 West Mountain Street Y T Fayetteville, AR 72701 (479) 575-e323 Text File File Number: 2020-0766 Agenda Date: 10/6/2020 Version: 1 Status: Passed In Control: City Council Meeting File Type: Resolution Agenda Number: A. 11 BID #20-74 MILESTONE CONSTRUCTION COMPANY, LLC - 2019 CITY FACILITIES IMPROVEMENTS BOND PROJECT: A RESOLUTION TO AWARD BID 020-74 AND AUTHORIZE A CONTRACT WITH MILESTONE CONSTRUCTION COMPANY, LLC IN THE AMOUNT OF $427,919.21 FOR THE RESTORATION OF THE TOWN CENTER PLAZA, TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $40,081.00, AND TO APPROVE A BUDGET ADJUSTMENT - 2019 CITY FACILITIES IMPROVEMENTS BOND PROJECT BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby awards Bid #20-74 and authorizes Mayor Jordan to sign a contract with Milestone Construction Company, LLC, a copy of which is attached to this Resolution, in the amount of S427,919 21 for the restoration of the Town Center Plaza, and further approves a project contingency in the amount of $40,081.00. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution. Printed an 101//2020 City of Fayetteville, Arkansas Pager City of Fayetteville Staff Review Form 2020-0768 Legistar File ID 10/6/2020 city Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item Wade Abernathy 9/18/2020 FACILITIES MANAGEMENT (140) Submitted By Submitted Date Division / Department Action Recommendation: Approve a Resolution to award a contract for Bid 20-74 to Milestone Construction for the restoration of the Town Center Plaza in the amount of $427,919.21, with $40,081 in contingency and to approve a budget adjustment. Budget Impact: 4607.860.7700-5804.00 Account Number 46070.7700 City Facilities (2019 Bonds) Fund Town Center Plaza Restoration Project Number Budgeted Item? Yes Current Budget Funds Obligated Current Balance Does item have a cost? Yes Item Cost Budget Adjustment Attached? Yes Budget Adjustment Remaining Budget Purchase Order Number: Change Order Number: Original Contract Number: Comments: Project Title 504,415.00 $ 20,922.89 I $ 483,492,11 $ 427,919.21 $ 55,572.90 Previous Ordinance or Resolution # Approval Date: V20180321 �QCITY OF FAYETTEVILLE ARKANSAS MEETING OF OCTOBER 6, 2020 TO: Mayor and City Council THRU: Susan Norton, Chief of Staff Paul Becker, Chief Financial Officer CITY COUNCIL MEMO FROM: Wade Abernathy, Director Bond and Construction Projects DATE: September 18, 2020 SUBJECT: Bid 20-74 Construction Contract for Town Center Plaza Restoration RECOMMENDATION: Staff recommends approval of the Bid 20-74 Contract with Milestone Construction for the restoration of the Town Center Plaza in the amount of $427,919.21 and a $40,081 contingency and a budget adjustment. BACKGROUND: April 2019 voters approved question 7 Bond Initiative for City Facilities in the amount of $3 million dollars for Facilities Improvements. June 2019 phase 1 Bonds were approved which appropriated $500,000 for the Town Center Plaza Restoration Project. DISCUSSION: The scope of this project includes masonry tuckpoint and waterproofing, remove and replacement of the paved surface, power and lighting upgrades, and a snow melt system. Coordination with the Town Center schedule will be done to avoid event conflicts. BUDGET/STAFF IMPACT: This will be funded with the 2019 Bond Initiative. A budget adjustment is included. A contingency of $40,081 Attachments: Construction Contract Mailing Address: 113 W. Mountain Street Fayetteville, AR 72701 www.fayetteville-ar.gov City of Fayetteville, Arkansas - Budget Adjustment Form (Legistar) Budget Year Division Adjustment Number FACILITIES MANAGEMENT (140) /Org2 2020 Requestor: W. Abernathy BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: Approve a Resolution to award a contract for Bid 20-74 to Milestone Construction for the restoration of the Town Center Plaza in the amount of $427,919.21, with $40,081 in contingency and to approve a budget adjustment. RESOLUTION/ORDINANCE COUNCIL DATE: 10/6/2020 LEGISTAR FILE ID#: 2020-0768 .Matthew Maddow 9/14/2020 1:46 PM Budget Director Date TYPE: D - (City Council) JOURNAL #: 10/6/2020 GLDATE: CHKD/POSTED: TOTAL Account Number Increase / (Decrease) Expense Revenue v.20200820 Proiect.Sub# Project Sub.Detl AT Account Name 4607.860.7700-5804.00 427,920 - 46070 7700 EX Building Costs 4607.860.7700-5911.99 4607.860.7999-5899.00 40,081 - (468,001) - 46070 7700 EX Contingency -Capital Project 46070 7999 EX Unallocated -Budget H:\Budget Adjustments\2020_Budget\City Council\10-06-2020\2020-0768 BA Town Center Plaza Restoration 1 of I CITY OF FAYETTEVILLE ARKANSRKANSAS City of Fayetteville, AR Contract for: Town Center Plaza Restoration Milestone Construction Company, LLC Term: Single Project This contract executed this 6 day of �C, � 2020, between the City of Fayetteville, Arkansas (City) and Milestone Construction Company, LLC In consideration of the mutual covenants contained herein, the parties agree as follows: 1. Vendor at its own cost and expense shall furnish all labor, materials, supplies, machinery, equipment, tools, supervision, bonds, insurance, tax permits, and all other accessories and services necessary to complete items bid per Bid 20-74, Construction -Town Center Plaza Restoration as stated in Vendor bid response, and in accordance with drawings, specifications, and all addendums attached hereto and made a part hereof under Bid 20-74, all included herein as if spelled out word for word. a. This turn -key project providing labor and materials shall be provided to the City for a not to exceed fee of 427 919.21 US Dollars. b. The City of Fayetteville shall pay Vendor for completion of the project based on a percentage of work completed. At no point shall payment exceed the percentage of work completed, as determined by the City. C. Payments will be made after approval and acceptance of work and submission of invoice Payments will be made approximately 30 days after approval of invoice. The City of Fayetteville reserves the right to request receipts for materials purchased for the City of Fayetteville from suppliers, subcontractors, or other sources. The City of Fayetteville does not agree to any interest or penalty for "untimely" payments. d. The City shall withhold five percent (5%) retainage from all payments until project is completed in full. 2. The Contract documents which comprise the contract between the City of Fayetteville and Vendor consist of this Contract and the following documents attached hereto, and made a part hereof: a. Bid package identified as Bid 20-74, Construction -Town Center Plaza Restoration with the specifications and conditions typed thereon inclusive of all bidding documents, plans and drawings and issued addenda. b. Vendor bid proposal. c. The Notice to Prospective Bidders and the Bid Tabulation. 3. These Contract documents constitute the entire agreement between the City of Fayetteville and Vendor and may be modified only by a duly executed written instrument signed by the City of Fayetteville and Vendor. City of Fayetteville. AR Bid 20-74, Construction -Town Center Plaza Restoration Page 1 of 6 4. Vendor shall not assign its duties under the terms of this agreement. 5. Vendor agrees to hold the City of Fayetteville harmless and indemnify the City of Fayetteville, against any and all claims for property damage, personal injury or death, arising from Vendor performance of this contract. This clause shall not in any form or manner be construed to waive that tort immunity set forth under Arkansas Law. 6. Vendor shall furnish a certificate of insurance addressed to the City of Fayetteville, showing that he carries the following insurance which shall be maintained throughout the term of the Contract. Any work sublet, the contractor shall require the subcontractor similarly to provide worker's compensation insurance. In case any employee engaged in work on the project under this contract is not protected under Worker's Compensation Insurance, Vendor 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. The premiums for all insurance and the bond required herein shall be paid by Vendor. a. Workmen's Compensation: Statutory Amount b. Comprehensive General & Automobile Insurance: $500,000 for each person injured. c. Bodily Injury Liability: $1,000,000 for each accident. d. Property Damage Liability: $1,000,000 aggregate. 7. Vendor shall furnish proof of licensure as required by all local and state agencies. 8. Freedom of Information Act: City of Fayetteville contracts and documents prepared while performing city contractual work are subject to the Arkansas Freedom of Information Act. If a Freedom of Information Act request is presented to the City of Fayetteville, the contractor will do everything possible to provide the documents in a prompt and timely manner as prescribed in the Arkansas Freedom of Information Act (A.C.A. 25-19-101 et. Seq.). Only legally authorized photo coping costs pursuant to the FOIA may be assessed for this compliance. 9. Changes in scope or price: Changes, modifications, or amendments in scope, price or fees to this contract shall not be allowed without a prior formal contract amendment approved by the Mayor and the Fayetteville City Council in advance of the change in scope, cost or fees. 10. Jurisdiction: Legal jurisdiction to resolve any disputes shall be Washington County, Arkansas with Arkansas law applying to the case. The City will not agree to be forced to mediate or arbitrate any dispute. 11. Interest charges for late payments by the Citv: The City of Fayetteville does NOT agree to any interest or penalty for "untimely" payments. The City will pay all invoices within 30 calendar days of accepted invoice. 12. Security: No later than 10 calendar days of contract award, a one hundred percent (100%) performance and payment bond shall be provided to the City after being file marked at the Washington County Circuit Clerk's Office. Vendor shall warranty work performed under this contract for a period of one (1) full year from the date of final payment. City of Fayetteville, AR Bid 20-74, Construction -Town Center Plaza Restoration Page 2 of 6 13. Contractor's Representations: a. Vendor has examined and carefully studied all contract documents. b. Vendor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, performance, and furnishing of the Work. c. Vendor is familiar with and is satisfied as to all federal, state, and local laws and Regulations that may affect cost, progress, performance, and furnishing of the work. d. Vendor has carefully studied all: A. Reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site; and Reports and drawings of a Hazardous Environmental Condition, if any, at the Site. Contractor acknowledges that The City of Fayetteville and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Contract Documents with respect to Underground Facilities at or contiguous to the Site. e. Vendor has ottained and carefully studied (or assumes responsibility of having done so) all such additional supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site or otherwise which may affect cost, progress, performance, and furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto. f. Vendor does not consider that any additional examinations, investigations, explorations, tests, studies, or data are necessary for the performing and furnishing of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. g. Vendor is aware of the general nature of work to be performed by The City of Fayetteville and others at the Site that relates to the Work as indicated in the Contract Documents. h. Vendor has correlated the information known to Vendor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. i. Vendor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Vendor has discovered in the Contract Documents and the written resolution thereof by Engineer is acceptable to Vendor. j. The Contract Documents are generally sufficient to indicate and convey understanding of all terms City of Fayetteville, AR Bid 20-74, Construction -Town Center Plaza Restoration Page 3 of 6 and conditions for performance and furnishing of the Work. k. Vendor is responsible for obtaining all applicable permits; however, fees for the City issued permits shall be waived. I. Any use of a third -party dumpster or roll off container shall be procured from the City of Fayetteville Recycling and Trash Collection Division. Use of a Non -City dumpster or roll off container is not allowed. 14. Liens: No liens against this construction project are allowed. Arkansas law (A.C.A. §§18-44-501 through 508) prohibits the filing of any mechanics' of materialmen's liens in relation to this public construction project. Arkansas law requires, and the contractor promises to provide and file with the Circuit Clerk of Washington County a bond in a sum equal to the amount of this contract. Any subcontractor or materials supplier may bring an action for non-payment or labor or material on the bond. The contractor promises to notify every subcontractor and materials supplier for this project of this paragraph and obtain their written acknowledgement of such notice prior to commencement of the work of the subcontractor or materials supplier. 15. Contract Time: a. Time is of the essence: All time limits or milestones, if any, Substantial Completion, and completion and'readiness for final payment as stated in the Contract Documents are of the essence of the Contract. b. The Work shall be Substantially Completed within 60 calendar days after Notice to Proceed and .'final completion and ready for final payment in within 90 calendar days after Notice to Proceed. 16. Liquidated Damages: The City and Vendor recognize time is of the essence of this agreement and The City of Fayetteville will suffer financial loss if the Work is not completed within the time specified above. The parties also recognize the delays, expense, and difficulties involved in proving the actual loss suffered by The City of Fayetteville if the Work is not Substantially Completed on time. Accordingly, instead of requiring any such proof, The City of Fayetteville and Vendor agree that as liquidated damages for delay (but not as a penalty) Vendor shall pay The City of Fayetteville One Hundred Dollars ($100.00) for each calendar daythat expires after thetime specified for5ubstantial Completion until the Work is Substantially Complete. After Substantial Completion, if Vendor shall neglect, refuse, or fail to complete the remaining Work within the time specified above for completion. 17. Pursuant to Arkansas Code Annotated §22-9-203 The City of Fayetteville encourages all qualified small, minority and women business enterprises to bid on and receive contracts for goods, services, and construction. Also, City of Fayetteville encourages all general contractors to subcontract portions of their contract to qualified small, minority and women business enterprises. City of Fayetteville, AR Bid 20-74, Construction -Town Center Plaza Restoration Page 4 of 6 WITNESS OUR HANDS THIS W DAY OF Mbd 2020 Milestone Construction Company, LLC By: Signature AILIC6 ins _1L r�smur. Printed Name & Title GM't ow�� ATTEST (Signature) Company Secretary (Printed Name) ffapplfcable Business Address: zmz s Jo '<-� 5ay.+ '&' AZ 7Z7r.Z City, State & Zip Code City of Fayetteville, AR Bid 20-74, Construction -Town Center Plaza Restoration Page 5 of 6 CITY OF FAYETTEVILLE, ARKANSAS ATTEST:(Signoture) tttnrrrrrrr Kara Paxton, City Clerk Business Address: 113 W. Mountain = ; FAyE�fViLL� Fayetteville, AR 72701 iiz*•, y City of Fayetteville, AR Bid 20-74, Construction -Town Center Plaza Restoration Page 6 of 6 Contract for Bid 20-74 Appendix A City Bid Package Contract for Bid 20-74, Appendix A Project Manual IO' CITY FFAYE 4 lk4LE Z AR �FE O O� O� �LLE TY YV, •� R K��/ Ci Construction —Town Center Plaza Restoration BID # 20-74 Date: August 2020 City of Fayetteville, AR Bid 20-74, Construction —Town Center Plaza Restoration Page 1 of 23 1 CITY OF FAYETTEVILLE ARKANSAS Project Check List This checklist is for the Bidder's use in preparing & submitting a bid. It is not intended to include all details necessary to prepare a bid and shall not be used as a substitute for the requirements of the bid documents. Information is shown below only as a matter of convenience. Use of this checklist does not relieve the Bidder from the responsibility of meeting all requirements of the Specifications concerning the preparation of an acceptable bid. Bidders are welcome to use this form as a coversheet for a sealed envelope; however, using this form itself is NOT a requirement. ❑ 5% Bid Bond of the amount bid accompanied by required documenta n (Power of Attorney, etc.) In lieu of a bid bond, the bidder may submit a cashier's c Vo'tn a bank located in the State of Arkansas for at least five percent (5%) of the amount bid (mcl ivy any deductive alternates). Cashiers checks shall be made payable to the City of Fayetteville, A(g���/ ❑All addenda shall be signed, acknowledged, and su Ton the appropriate forms (submitting the actual addendums or marking acknowledgement on oth I e1s').t ❑All line items shall be appropriately filled ou�a�d extend reve�lE9, item price as well as the total bid price. Total base bid should be calculated t[+ prov/\id ce. ��► ❑All pages provided with signatu i�es shhaa�f�ppr ria Isigned, dated accordingly, and included with submitted bid documents �� ��` •`� ❑All bid documents sha livered in a)ealed nu pe to the address listed below before the stated deadline on the coversheet of 'a� id. All bids should ftf�e, ivered with the name of the bidder (contractor) on the sealed envelope as well as the idders Arkansas.C`ctor's License Number. 01't'y of Fayetteville, AR Purchasing Division — Suite 306 113 W. Mountain Fayetteville, AR 72702 CONTRACTOR NAME: ARKANSAS CONTRACTORS LICENSE NUMBER: City of Fayetteville, AR Bid 20-74, Construction —Town Center Plaza Restoration Page 2 of 23 City of Fayetteville Bid 20-74, Construction - Town Center Plaza Restoration Advertisement City of Fayetteville, Arkansas INVITATION TO BID Bid 20-74, Construction — Town Center Plaza Restoration The City of Fayetteville is accepting bids from properly licensed and authorized firms for restoration and improvements to the City of Fayetteville's Town Center Plaza. Questions should be addressed to Les McGaugh, Purchasing Agent at Imc¢augh favetteville- ar.Rov or by calling (479) 575-8220. Bidding documents, plans, plan holders, and addenda shall be obtained at the City of Fayetteville Purchasing Division's electronic bidding platform at www.fayetteville-ar.gov/bids. All bids shall be received by Thursday September 10, 2020 before 2:00 PM, local time utilizing the electronic bidding software, OR by submitting a sealed bid at the City of Fayetteville, Purchasing Division address listed below. Submitting a bid electronically is strongly encouraged. A public bid op��in,g will be conducted shortly after the deadline at City Hall and livestreamed at httos://www youtube com/user/cityoff tW Nlear. No late bids shall be accepted. The City of Fayetteville shall not be responsible for lost or misdirected bids, or failure idder's technical equipment. City of Fayette O Purchasing Divisio — Ro 306 113 West M a Street Fa""""yet�ftt�t 2701� A non -mandatory Pre -Bid meeting will be held Thursday t 27, 2 00 P r the Fayetteville Towncenter Plaza, 15 W Mountain St, Fayetteville, AR 72701. Information r i the p eetin�s. ilable on the project page on the City's electronic bidding platform. All interested parties a en uraged nd. AV Each bid shall be accompanied by a cashiers c m a b ing usir sinvthe State of Arkansas or a corporate bid bond in an amount not less than five (5) percent of t t b,d. undre rcent (100%) performance and payment bond is required with the contract awarded and shall be f' ed a my Circuit Clerk's Office upon receipt to the City. A State of Arkansas Contractors License is re& lorallbi ersa dlic s shall be valid at the time of bid deadline. In an effort to understand hards&QAArvendors and suppl�rsh facing in relation to the current COVID-19 situation, the Purchasing Division will take feedback from plan holders and inteceltrties to understand the current impact to vendors operations. NNO Pursuant to Arkansas Code Annotated §22-9-203 City of Fayetteville encourages all qualified small, minority and women business enterprises to bid on and receive contracts for goods, services, and construction. Also, City of Fayetteville encourages all general contractors to subcontract portions of their contract to qualified small, minority and women business enterprises. The City of Fayetteville reserves the right to waive irregularities, reject bids, and postpone the award of any Contract for a period of time which shall not exceed beyond sixty (60) days from the bid opening date. City of Fayetteville By: Les McGaugh, Purchasing Agent P: 479.575.8220 Email: Imc¢auahWavetteville-ar.eo_v TDD (Telecommunications Device far the Deaf): (479) 521-1316 Date of advertisement: 08.16.2020 and 08.23.2020 City of Fayetteville, AR Bid 20-74, Construction — Town Center Plaza Restoration Page 3 of 23 City of Fayetteville Bid 20-74, Construction - Town Center Plaza Restoration Bid Form Days to Final Completion: 60 Days from Notice to Proceed Bid Form is available on Bonfire. Bids shall be submitted on this bid form in its entirety AND accompanied by descriptive literature on the products being bid. The City reserves the right to award this bid based on the City s best interest at the time of product order. OI NZ o HIS BID FORM C�II *Sc iz�HE NEXT PAGE. 1Q,� Cj City of Fayetteville, AR Bid 20-74, Construction —Town Center Plaza Restoration Page 4 of 23 EXECUTION OF BID - Actual specification of any deficient item shall be noted on the bid sheet or separate attachment. If specifications of item bid differ from provided literature, deviation shall be documented and certified by the manufacturer as a regular production option. Upon signing this Bid, the bidder certifies that: 1. He/she has read and agrees to the requirements set forth in this proposal, including specifications, terms, standard conditions, and any pertinent information regarding the articles being bid on. 2. Unless otherwise noted and explained, the unit bid and listed meets or exceeds all of these requirements as specified by The City of Fayetteville. 3. The Bidder can and will comply with all specifications and requirements for delivery, documentation and support as specified herein. 4. I, as an officer of this organization, or per the attached letter of auo oWon, am duly authorized to certify the information provided herein is accurate and true. `^lam 5. Bidder shall comply with all State and Federal Equal r nity and Non -Discrimination requirements and conditions of employment in addition to all federal, sta an ocal laws. w � � -01I 6. Bidder shall disclose any possible conflict of inter tfi the C1 Fayett v `,'including, but not limited to, any relationship with any City of Fayetteville empl e. espp"�+`���sh II disc nown relationship exists between any principal or employee of your firm an �y y of tEville e e or elected City of Fayetteville official. If no relationship exists, this should al bTated resp ailure to disclose Such a relationship may result in cancellation of a purchase an&q contrary- res'4e Or response. 1.) NO K RELA lip f.Xl lt.i q�ATIONSHIP EXxxISTi 4 explain): Bidder will perform the Work in compJyar+��vh all applicable trench safety standards set forth in Occupational Safety and Health Administration (OS ) rt 1926— Subpart P— Excavations. 8. Pursuant Arkansas Code Annotated §25-1-503, the Contractor agrees and certifies that they do not currently boycott Israel and will not boycott Israel during any time in which they are entering into, or while in contract, with any public entity as defined in §25-1-503. If at any time during contract the contractor decides to boycott Israel, the contractor must notify the contracted public entity in writing. 9. As A bidder on this project, you are required to provide debarment/suspension certification indicating that you are in compliance with the below Federal Executive Order. Certification can be done by completing and signing this form. a. Federal Executive Order (E.O.) 12549 "Debarment and Suspension" requires that all contractors receiving individual awards, using federal funds, and all sub -recipients certify that the organization and its principals are not debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded by any Federal department or agency from doing business with the Federal Government. City of Fayetteville, AR Bid 20-74, Construction — Town Center Plaza Restoration Page 5 of 23 b. Your signature below certifies that neither you nor your principal is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any federal department or agency. Unsigned bids will be rejected. Items marked' are mandatory for consideration. *NAME OF FIRM: *D/B/A or Corporation Name *BUSINESS ADDRESS: *CITY: *PHONE: *E-MAIL: *BY: (PRINTED NAME) *AUTHORIZED SIGNATURE: *TITLE: DUNS NUMBER: Purchase Order/Payments shall be issued to this name *STATE: A- *ZIP: FAX: — P1 *0lD'AGE NUMBER: *TAX ID NUMBER: 0� Acknowledge Addendums: �.) A Addendum No. Dated: �{cknowledged by: Addendum No. Dated: Acknowledged by: Addendum No. Dated: Acknowledged by: Addendum No. Dated: Acknowledged by: City of Fayetteville, AR Bid 20-74, Construction — Town Center Plaza Restoration Page 6 of 23 City of Fayetteville Bid 20-74, Construction - Town Center Plaza Restoration Instructions to Bidders PART ONE - DEFINED TERMS 1.1 Terms used in these Instructions to Bidders which are defined in the General Conditions have the meanings assigned to them in the General Conditions. Certain additional terms used in these Instructions to Bidders have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2 Bidder - one who submits a Bid directly to City of Fayetteville as distinct from a sub -bidder, which submits a bid to a Bidder. 1.3 Issuing Office - the office from which the Bidding Documents are to be issued and where the bidding procedures are to be administered. ��CC 1.4 Successful Bidder - the lowest, responsible, and responsiveoN er to whom the City of Fayetteville (on the basis of the City of Fayetteville's evaluation as hereir1Z f provided) makes an award. PART TWO - COPIES OF BIDDING DOCUMENTS 0 2.1 Complete sets of the Bidding Documents in Vumbe Advertisement for Bids may be obtained 'AiflQili the I syo 2.2 Complete sets of Bidding Docume l�must be s nJ responsibility for errors or misjc�tretatiQ�Jesultltl Documents. �.` •(`�C Kp-osit sum, if any, stated in the ig Bids. City of Fayetteville assumes no the use of incomplete sets of Bidding 2.3 City of Fayetteville in copies Biddinggq`ments available on the above terms do so only for the purpose of obta in ids for the WoAa%do not confer a license or grant for any other use. PART THREE -EXAMINATION OF SITE AND�OI�fIADOCUMENTS 3.1 Bidders are advised that the Drawings and Specifications are on file at the City of Fayetteville Purchasing Division and shall constitute all of the information which the City of Fayetteville shall furnish. No other information given or sounding made by the City of Fayetteville or any official thereof, prior to the execution of said contract, shall ever become a part of, or change the contract, drawings, specifications and estimates, or be binding on City of Fayetteville. Prior to submitting any Bid, Bidders are required to: read carefully the Specifications, contract, and Bonds; examine carefully all Drawings; visit the site of the Work to carefully examine local conditions; inform themselves by their independent research and sounding of the difficulties to be encountered, and all attending circumstances affecting the cost of doing the work, and the time specified for its completion; and obtain all information required to make an intelligent bid. 3.2 Bidders shall rely exclusively upon their surveys, estimates, investigations, and other things which are City of Fayetteville, AR Bid 20-74, Construction —Town Center Plaza Restoration Page 7 of 23 necessary for full and complete information upon which the bid may be made and for which a contract is to be awarded. The Bid Form, providing for unit and lump sum prices bid by the Contractor, contains a statement that all bids are made with the full knowledge of the difficulties and conditions that may be encountered, the kind, quality and quantity of the plans, work to be done, excavation, and materials required and with full knowledge of the drawings, profiles, specifications, and estimates and all provisions of the contract and Bonds. 3.3 Bidders shall promptly notify owner of all conflicts, errors, ambiguities, or discrepancies which Bidder has discovered in or between the Contract Documents and such other related documents. 3.4 Information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based upon information and data furnished to City of Fayetteville by City of Fayetteville's of such Underground Facilities or others, and City of Fayetteville do not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary Conditions. �( 3.5 On request, City of Fayetteville will provide each Bidder acc�tb the site to conduct such examinations, investigations, explorations, tests, and studies as each e eems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore th�l o its former conditions upon completion of such explorations, investigations, tests, and studies (/ 3.6 Reference is made d the General Requireme )rr the is f�ficatio e general nature of work that is nt be performed at the site by City &Fayetted.. o h � as utilities and other prime contractors) that relates to the workrQw ich a to bitted. On request, and as available, City of Fayetteville will provide t ea Bid r ex tion, access to or copies of Contract Documents (other than portionslht�r�f relat6ki pric®oi'Such work. 3.7 The submission of a Bid nsti �hc *\ti+�rtible representation by Bidder that Bidder has complied with every r ent o is AM that without exception the Bid is premised upon performing and fur is the Work reW by the Contract Documents and applying the specific means, methods, teChKiques, sequen e r rocedures of construction (if any) that may be shown or indicated or expressly required by1%Qt act Documents, that Bidder has given owner written notice of all conflicts, errors, ambiguitikjnd discrepancies that Bidder has discovered in the Contract Documents and that the written resolutions thereof by owner are acceptable to Bidder, and that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. PART FOUR - AVAILABILITY OF LANDS FOR WORK AND WORK BY OTHERS 4.1 The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City of Fayetteville unless otherwise provided in the Contract Documents. City of Fayetteville, AR Bid 20-74, Construction —Town Center Plaza Restoration Page 8 of 23 PART FIVE - INTERPRETATION OF CONTRACT DOCUMENTS AND ADDENDA 5.1 If any person contemplating submitting a bid for construction of the Work is in doubt as to the true meaning of any part of the proposed Contract Documents or finds discrepancies in or omissions from any part of the proposed Contract Documents, he should submit a written request for interpretation thereof to the owner not later than seven days before the date set for bid opening. The person submitting the request shall be responsible for its prompt delivery. 5.2 Interpretation or correction of proposed Contract Documents will be made only by Addendum to all holders of Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. City of Fayetteville will not be responsible for any other explanations or interpretations of the proposed Contract Documents. 5.3 Addenda may also be issued to modify the Bidding Documents as deemed advisable by City of Fayetteville. 5.4 Bidder assumes all responsibility for checking the Ci! R&ebsite at www.accessfayetteville.org for updates and addenda issued to this project. T PART SIX - APPROXIMATE ESTIMATE OF QUANTITIES `6 6.1 The provided estimate of quantities is ap oximata and I� e basis for receiving unit price bids for each item but shall not be cod e ed by rs as 3t quantities that may be required for the completion of the proposed wok H�veve r qua at the unit and lump sum prices bid for each item, shall determine the nt of e id farison of Bids and aid in determining the low and responsive Bidder f�ocr urpo awarcNg tTle contract, and will be used as basis for fixing the amount of the require rL o s. ` lJ PART SEVEN - PRICES O Coo 7.1 Bidders must state a price for each61�hing pf ork named in the Bid Form. Unit and Lump Sum prices shall include amounts sufficient for the of all labor, materials, tools, equipment, and apparatus of every description to construct, erect, and finish completely all of the work as called for in the Specifications or indicated on the Drawings. 7.2 Prices bid on the various items in the Bid Form shall bear a fair relationship to the cost of the work to be done. Bids which appear unbalanced and are deemed not to be in the best interest of City of Fayetteville may be rejected at the discretion of City of Fayetteville. 7.3 By submission of a Bid, Bidder represents that Bidder has considered the entire Project and the Work required and has reviewed the Drawings and Specifications to verify the full scope of the Work. PART EIGHT - BID FORM 8.1 Bids are due as indicated in the Advertisement for Bids. City of Fayetteville, AR Bid 20-74, Construction —Town Center Plaza Restoration Page 9 of 23 8.2 Bids must be made out in ink on the Bid Form included in these Bidding Documents. The unit price or lump sum bid for each item must be stated in figures and in words in the appropriate blank spaces provided on the Bid Form. The figures must be clear and distinctly legible so that no question can arise as to their intent and meaning. In case of a difference in the written words and figures, the amount stated in written words shall govern. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 8.3 Bids which are incomplete, unbalanced, conditional, or obscure or which contain additions not called for, erasures, alterations, or irregularities of any kind or which do not comply with these Instructions to Bidders may be rejected as informal or non -responsive at the option of City of Fayetteville. However, City of Fayetteville reserves the right to waive technicalities as to changes, alterations, or revisions and to make the award in the best interest of City of Fayetteville. 8.4 Address sealed bids to City of Fayetteville, and deliver to the d$1�ss given in the Advertisement for Bids on or before the day and hour set for opening the bids. I a the completed Bid Form and Project Manual in a sealed envelope bearing the title of the pr�9!t a name of the Bidder, Bidder's Arkansas Contractor's License Number, and the date and ho()a bid opening. If this sealed envelope is delivered by a public carrier, it must be contained ' arKher envelope addressed to City of Fayetteville and the attention of the project name. It >,& le rgsponsibility Vidder to see that the Bid is received on time. 8.5 Acceptance of deductive alternate bid�Qa�e Ci ta, yet discretion, as best services the City of Fayetteville's interest. Each ded ve Itern �ill be provided on the Bid Form. The price of the Bid for each deduct'v�&ernate be t el�, unt to be deducted from the price of the Total Base Bid if the City of FJ�eville ee nis an f e alternates. The unit price amount for each alternate shall be the sam� u` need in the Bid. 8.6 No Bidder shall div�ge.Q informYonq C Bid to any person whomsoever, except those having a partnership or otherTfr�ncial interest t�i�4S in the Bid, until after the bids have been opened. PART NINE - SIGNATURE ON BIDS G` 9.1 If the Bid is made by an individual, the firm name must be given, and the Bid Form signed by the individual or a duly authorized agent. If the Bid is made by a partnership, the firm name and the names of each member must be given, and the Bid signed by a member of the partnership, or a person duly authorized. If the Bid is made by a company or corporation, the company or corporate name must be given and the Bid signed by an officer or agent duly authorized. The corporate seal must be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation must be shown below the signature. 9.2 All names must be typed or printed in black ink below the signature. 9.3 The address and telephone number for communications regarding the Bid must be shown. City of Fayetteville, AR Bid 20-74, Construction —Town Center Plaza Restoration Page 10 of 23 9.4 Powers of attorney, properly certified, for agents and others to sign Bids must be in writing and filed with City of Fayetteville. 9.5 The Bid shall also contain a signed acknowledgment of receipt of all Addenda. PART TEN - BID SECURITY 10.1 A five percent (5%) bid security, in the form of a bid bond, or cashier's check from a bank located in the State of Arkansas, as stated in the Advertisement For Bids, shall accompany each bid. Bid bonds for the difference in price between low bidder and second low bidder shall not be acceptable. The Successful Bidder's security will be retained until City of Fayetteville receives a signed Agreement and required Bonds and Certificates of Insurance. If the Successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within fifteen days after the Notice of Selection, City of Fayetteville may annul the Notice of Selection and the Bid security of that Bidder will be forfeited. 10.2 The City of Fayetteville reserves the right to retain the secu it til the Successful Bidder enters into the Contract or until sixty (60) days after bid opening, whidfily Nis sooner. Cash equivalent security of the second and third low bidder may be exchanged for wvalent bid bond after bid tabulations are complete or thirty (30) days after bid opening, whichgGar ooner. PART ELEVEN - PERFORMANCE BOND AND PAYMENT ` ) 11.1 Prior to signing the Agreement, Contract&shall 4 a sirQt�e�ormance Bond and a payment Bond, equal to one hundred percent o'<FI@ontra�r a i�, 11.2 Contractor shall pay all expense �n�Cj nec �viVth �i dlftaining of said Bonds. The Bonds shall be conditioned that Contractors thful orm f�e`c�ntract and shall pay all indebtedness for labor and materials furnished or me? rycxr��n of such alterations and additions as prescribed in this contract. O �/V1 11.3 The surety compan uing the Bond1n,st'be a solvent company on the "Surety Companies Annual List" issued by the U.S. Departmereasury, and the Bonds are not to be issued in an amount greater than the underwriting limr the surety company as set out therein. 11.4 In Arkansas, prevailing law requires that performance and payment Bonds on public works contracts shall be executed by a resident local agent who is licensed by the Insurance Commissioner to represent the surety company executing said Bonds and filing with such Bonds his Power of Attorney as his authority. The mere countersigning of the Bonds will not be sufficient. 11.5 The date of the Bonds and of the Power of Attorney, must not be prior to the date of the contract. At least two originals of the Bonds shall be furnished, each with Power of Attorney attached. 11.6 Bonds are to be approved by City of Fayetteville. If any Bonds contracted for become unsatisfactory or unacceptable to City of Fayetteville after the acceptance and approval thereof, Contractor, upon being notified to that effect, shall promptly execute and furnish acceptable Bonds in the amounts herein City of Fayetteville, AR Bid 20-74, Construction —Town Center Plaza Restoration Page 11 of 23 specified. Upon presentation of acceptable Bonds, the unsatisfactory Bonds may be canceled at the discretion of Contractor. 11.7 The bonds shall be presented to the City after being file marked at the Washington County Circuit Clerk's Office. Multiple copies of the original bonds may be necessary for filing purposes. PART TWELVE - CONTRACT TIME 12.1 The number of days within which, or the dates by which the Work is to be substantially completed and also completed and ready for final payment is outlined in the Bid Form. PART THIRTEEN - LIQUIDATED DAMAGES 13.1 Provisions for liquidated damages, if any, are set forth in the Bid Form. PART FOURTEEN - SUBCONTRACTORS SUPPLIERS AND OTHERS A 14.1 Contractor shall not assign or sublet all or any part of t"��, act without the prior written approval of City of Fayetteville nor shall Contractor allow such sl�ar+lractor to commence work until approval of workman's compensation insurance and public lia ity surance as may be required. Approval of each subcontract by City of Fayetteville will in no VS ele�ontracto(Z m any obligations as set out in the Drawings, Specifications, contract, and (� PART FIFTEEN - SUBSTITUTE AND "OR EQUAL" ��� Gee 15.1 Any reference to a particular br �� man �re i��effort to establish an acceptable level of quality for this purchase. Bra man curers at re included in a bid that are of at least equal quality, size and speci��ficaa''tii o w, ei y ied, will be acceptable for consideration. PART SIXTEEN - COMPLIANQEV j1�(1 STATE UCENSv`1NGIA�Jw 16.1 A Contractor's License,, is required, Fa* project, however, prior to executing the agreement with the City of Fayetteville, the Contra or all be licensed in accordance with the requirements of Act 150, Arkansas Acts of 1965, the "Arkansas State Licensing Law for Contractors" for bids in excess of $20,000. PART SEVENTEEN - QUALIFICATIONS AND RESPONSIBILITY OF BIDDERS 17.1 To demonstrate qualifications to perform the Work, each Bidder must be prepared to submit within five days after bid opening, upon City of Fayetteville's or owner's request, detailed written evidence such as financial data, present commitments, and other such data as may be called for. Each Bid must contain evidence of Bidder's qualification to do business in the State of Arkansas. PART EIGHTEEN - DISQUALIFICATIONS OF BIDDERS 18.1 Any one or more of the following may be considered as sufficient for the disqualification of bidders and the rejection of Bids. City of Fayetteville, AR Bid 20-74, Construction —Town Center Plaza Restoration Page 12 of 23 18.2 More than one Bid Form for the same work from an individual, firm, partnership, or corporation under the same or different names. 18.3 Evidence of collusion among bidders. Participants in such collusion may receive no recognition as bidders for any future work. 18.4 Unbalanced Bid Forms in which the prices for some items are out of proportion to the prices for other items, or changes written in, or amendments by letter, or failure to submit a unit price for each item of work for which a bid price is required by the Bid Form, or failure to include all required contract documents. 18.5 Lack of competency as revealed by the financial statement, experience, plant, and equipment statements submitted. Lack of responsibility as shown by past work judged from the standpoint of workmanship and progress. �( 18.6 Uncompleted work which, in the judgment of City of Fayet' c iRe, might hinder or prevent the prompt completion of additional work if awarded. �O 18.7 Being in arrears on existing contracts, in litigatio witKCity of Fayetteville, or having defaulted on a previous contract. ^�A �e) PART NINETEEN - OPENING OF BIDS ��� 19.1 Bids will be opened and read aloud�p��bI ly at t1tP�dl3ce w ids are to be submitted in a room to be designated by City of Fayettevill Gh day of(R�`bid �/Y�� n abstract of the amounts of the base Bids and major alternates (if a 11 be availaX�e tD Bidders after the opening of Bids. PART TWENTY- CONSIDERATIOeIDS P �j� 20.1 After the bids are o0d and read, t e 9a( ities will be extended and totaled in accordance with the bid prices of the accepted Bids. Th.ti f the Bids will confirm the low bidder. 20.2 v In evaluating Bids, City of Fayetteville will consider the qualifications of Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices, and other data as may be requested in the Bid Form or prior to the Notice of Selection. 20.3 City of Fayetteville may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Supplementary Conditions. City of Fayetteville also may consider the operating costs, maintenance requirements, performance data, and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Selection. PART TWENTY-ONE - RIGHT TO REJECT BIDS City of Fayetteville, AR Bid 20-74, Construction —Town Center Plaza Restoration Page 13 of 23 21.1 City of Fayetteville reserves the right to reject any and all Bids, to waive technicalities, and to advertise for new bids. All Bids are subject to this reservation. City of Fayetteville reserves to itself the right to decide which shall be deemed the lowest responsive and responsible Bid. Due consideration will be given to the reputation, financial ability, experience and equipment of the Bidder. 21.2 City of Fayetteville also reserves the right to waive informalities not involving price, time or changes in the Work and to negotiate contract terms with the Successful Bidder. PART TWENTY-TWO - AWARDING OF CONTRACT 22.1 City of Fayetteville reserves the right to withhold the awarding of a contract a reasonable period of time from the date of opening bids, not to exceed sixty (60) days except with the consent of the Successful Bidder. The awarding of a contract upon a successful Bid shall give the Bidder no right to action or claim against City of Fayetteville upon the contract until the contract is reduced to writing and signed by the contracting parties. The letting of a contract shall not be cc mte until the contract is executed and the necessary Bonds approved. O' PART TWENTY-THREE - RETAINAGE 23.1 Provisions concerning retainage and Contracts tdeposit sec es in lieu of retainage are set forth in the Agreement. PART TWENTY-FOUR - SIGNING OF AGREEMEPq'0 24.1 When City of Fayetteville gives a t' ee of S n to t� ]Gccessful Bidder, it will be accompanied by the number of unsigned cou is of a gree nt s indicated in the Supplementary Conditions, with all other written Con oc �Nithin ten (10) days thereafter, Contractor shall sign and deliver the Ve umber cont s of the Agreement and attached documents to City of Fayetteville withed Bonds &� ficate of Insurance. Within ten (10) days thereafter City of Fayetteville shall fully s�c04Tnterpart to Contractor. PART TWENTY-FIVE - MATERIALS GUARANEj 25.1 Before any contract is awarded Bidder may be required to furnish a complete statement of the origin, composition, or manufacture of any or all materials proposed to be used in the construction of the Work, together with samples, which may be subjected to tests provided for in the Specifications to determine their quality and fitness for the Work. PART TWENTY-SIX - FAMILIARITY WITH LAWS 26.1 Bidder is presumed to be familiar with all federal, state, and city laws, ordinances, and regulations which in any manner affect those engaged or employed in the Work, or the materials or equipment used, or that in any way affect the Work and shall in all respects comply with said laws, ordinances, and regulations. No claim of misunderstanding or ignorance on the part of Contractor will in any way serve to modify the provisions of the contract. No representations shall be binding unless embodied in the City of Fayetteville, AR Bid 20-74, Construction — Town Center Plaza Restoration Page 14 of 23 contract. PART TWENTY-SEVEN - ADDITIONAL LAWS AND REGULATIONS Bidders' attention is called to the following laws and regulations which may have an impact on the Work and on the preparation of the Bid. 27.1 Americans with Disabilities Act. 27.2 Storm water discharge regulations, enacted under the Clean Water Act and administered by the Arkansas Department of Environmental Quality (ADEQ) under a general permits program. Contractor may be required to obtain coverage under general permit ARR001000 prior to commencing work at the site. 27.3 Arkansas Act 291 of 1993, dealing with excavation safety, signed into law on March 1, 1993. PARTTWENTY-EIGHT — PAST EXPERIENCE REQUIRED (�I 28.1 All bidders shall have past experience in providing sin i�� rk as described for this project. The City of Fayetteville reserves the right to reject for inadect�al) perience. A minimum of four (4) references are required. End of Section e) Q� ,��� Q� •tea Go P �� City of Fayetteville, AR Bid 20-74, Construction — Town Center Plaza Restoration Page 15 of 23 City of Fayetteville Bid 20-74, Construction - Town Center Plaza Restoration Special Terms and Conditions 1. Special Term Specific to Bid 20-74: a. Days to Final Completion — 60 Days b. Liquidated Damages are $100.00 per day for each day past 60 Days from Notice to Proceed. c. Contractor shall coordinate with Facilities Management during all demolition and construction work to allow public access to the Town Center main entrance from the plaza for the entire duration of the project. d. A 100% performance bond and a 100% materials and payment bond will be required within 10 days of contract award by the City Council e. Any waste disposal shall be procured through the City of Fayetteville Recycling and Trash Collection //�� f. Any City permits required by the City are the respoOns{tJy`of the contractor, but City fees will be waived. O O� •x O� G G City of Fayetteville, AR Bid 20-74, Construction —Town Center Plaza Restoration Page 16 of 23 City of Fayetteville Bid 20-74, Construction - Town Center Plaza Restoration General Terms and Conditions 2. SUBMISSION OF BID & BID EVALUATION: a. Bids shall be reviewed following the stated deadline, as shown on the cover sheet of this document. b. Bidders shall submit bids based on documentation published by the Fayetteville Purchasing Division. c. Bids may be submitted electronically on the City's Electronic bidding Platform, Bonfire, by going to www.fayetteville-ar.gov/bids the City is not responsible for failure of bidders technical equipment. d. Bids submitted physical shall be enclosed in sealed envelopes or packages addressed to the City of Fayetteville, Purchasing Division, Room 306, 113 W. IvtQuntain, Fayetteville, AR 72701. The name, address of the firm and Bid RFP or RFQ numA sM be on the outside of the packaging e. The City will not be responsible for misdirecte �/endor should call the Purchasing Office at 479.575.8220 to ensure correct receipt of di documents orior to opening time and date listed on the bid form. �` I f. Bidders shall have experience in �o ng prpd is antj{Qrvices of the same or similar nature. �O .X g. Bidder is advised that except' nsla any term y;�a�ained in this bid must be identified in is response to the bid. Fail r do s® lea�e ty to declare any such term non- negotiable. Proposer's Oe to to ceptios t non-negotiable term will not disqualify it from consideration and *� h. Local time is d f s the tir n Faye�lle, Arkansas on the due date of the deadline. Bids shall be rec ve efore the time a%4;9Nn by the atomic clock located in the Purchasing Division Office. i.Bids will be evaluated and at d based on the best interest of the City of Fayetteville. The City reserves the right to award s in their entirety, none, or by line item. 3. WRITTEN REQUESTS FOR INTERPRETATIONS OR CLARIFICATION: No oral interpretations will be made to any firms as to the meaning of specifications or any other contract documents. All questions pertaining to the terms and conditions or scope of work of this bid must be sent in writing via e-mail to the Purchasing Agent. Responses to questions may be handled as an addendum if the response would provide clarification to the requirements of the bid. All such addenda shall become part of the contract documents. The City will not be responsible for any other explanation or interpretation of the proposed bid made or given prior to the award of the contract. 4. DESCRIPTION OF SUPPLIES AND SERVICES: Any reference to a particular brand or manufacturer is done in an effort to establish an acceptable level of quality for this project. Brands or manufacturers that are included in bid that are of at least equal quality, size, design, and specification as to what has been specified, will be acceptable for consideration only if City of Fayetteville, AR Bid 20-74, Construction —Town Center Plaza Restoration Page 17 of 23 approved by the City of Fayetteville Purchasing Division. The City of Fayetteville reserves the right to accept or reject any requested equal. 5. RIGHTS OF CITY OF FAYETTEVILLE BID PROCESS: In addition to all other rights of the City of Fayetteville, under state law, the City specifically reserves the following: a. The City of Fayetteville reserves the right to select the bid that it believes will serve the best interest of the City. b. The City of Fayetteville reserves the right to accept or reject any or all bids. c. The City of Fayetteville reserves the right to cancel the entire bid. d. The City of Fayetteville reserves the right to remedy or waive technical or immaterial errors in the invitation to bid or in bids submitted. e. The City of Fayetteville reserves the right to request any necessary clarifications, additional information, or data without changing the terms of the ktid. 6. COSTS INCURRED BY BIDDERS: All expenses involved with :he preparation and submission CS to the City, or any work performed in connection therewith, shall be borne solely by the bidder�payment will be made for any responses received, or for any other effort required of, or made th idder(s) prior to contract commencement. 7. CONFLICT OF INTEREST: I!D `G.J a. The bidder represents that it preser; y h`ds np j�ersst an quire no interest, either direct or indirect, which would confli°� ma ith t ormance or services required hereunder, as provided in Ci of Wayett�ode $e� 34.26 titled "Authority of City Employee to Contract with �Nity' . Z' b. All bidders shall pro yZgtify Gayg , ity Purchasing Agent, in writing, of all potential conflicts of interes ny pive s association, interest, or other circumstance which may inf u r appea to influe he bidder's judgment or quality of services being provided. S h n ten notificationklIGIidentify the prospective business association, interest or circumstance, a nature of whi e bidder may undertake and request an opinion to the City as to whether the associatigrr, Xi t or circumstance would, in the opinion of the City, constitute a conflict of intekkZk entered into by the bidder. The City agrees to communicate with the bidder its opinion via e-mail or first-class mail within thirty days of receipt of notification. 8. WITHDRAWL OF PROPOSAL: A bid may be withdrawn prior to the time set for the bid submittal, based on a written request from an authorized representative of the firm; however, a bid shall not be withdrawn after the time set for the bid unless approved by the Purchasing Division. 9. LATE PROPOSAL OR MODIFICATIONS: Bid modifications received after the time set for the bid submittal shall not be considered. Modifications in writing received prior to the deadline will be accepted. The City will not be responsible for misdirected bids. Bidders should call the Purchasing Division at (479) 575-8220 to ensure receipt of their submittal documents prior to opening time and date listed. City of Fayetteville, AR Bid 20-74, Construction — Town Center Plaza Restoration Page 18 of 23 10. LOCAL STATE AND FEDERAL COMPLIANCE REQUIREMENTS: a. The laws of the State of Arkansas apply to any purchase made under this bid. Bidders shall comply with all local, state, and federal directives, orders and laws as applicable to this proposal and subsequent contract(s) including but not limited to Equal Employment Opportunity (EEO), Disadvantaged Business Enterprises (DBE), & OSHA as applicable to this contract. b. Pursuant to Arkansas Code Annotated §22-9-203 The City of Fayetteville encourages all qualified small, minority and women business enterprises to bid on and receive contracts for goods, services, and construction. Also, City of Fayetteville encourages all general contractors to subcontract portions of their contract to qualified small, minority and women business enterprises. 11. PROVISION FOR OTHER AGENCIES: Unless otherwise stipulated by the bidder, the bidder agrees to make available to all Government agencies, departments, municipalities, and counties, the proposal prices submitted in accordance with said proposal terms and conditions therein, should any said governmental entity sire to buy under this proposal. Eligible Users shall mean all state of Arkansas agencies, the IegiS- 'Nnd judicial branches, political subdivisions (counties, local district school boards, communi c911�ges, municipalities, counties, or other public agencies or authorities), which may desire to purc� der the terms and conditions of the contract. 12. COLLUSION: ��� The Proposer, by affixing his or her signature t oposil, rees t Ilowing: "bidder certifies that his or her bid is made without previous un a ding, �ment, nection with any person, firm or corporation making a proposal for the sam (s) servic� d is in all respects fair, without outside control, collusion, fraud, or otF .", e ille c ion,;�j� 13. a. The City of uditing a vendor's records as such records relate to purc a0between tl- City aann�id vendor. b. Freedom of Cation Act: City %AQcts and documents prepared while performing City contractual work are subject tcl Arkansas Freedom of Information Act. If a Freedom of Information Act request is res ted to the City of Fayetteville, the (Contractor) will do everything possible to prove he documents in a prompt and timely manner as prescribed in the Arkansas Freedom of Information Act (A.C.A. §25-19-101 et. seq.). Only legally authorized photocopying costs pursuant to the FOIA may be assessed for this compliance. c. Legal jurisdiction to resolve any disputes shall be in Washington County, Arkansas with Arkansas law applying to the case. 14. CITY INDEMNIFICATION: The successful bidder(s) agrees to indemnify the City and hold it harmless from and against all claims, liability, loss, damage or expense, including but not limited to counsel fees, arising from or by reason of any actual or claimed trademark, patent or copyright infringement or litigation based thereon, with respect to the goods or any part thereof covered by this order, and such obligation shall survive acceptance of the goods and payment thereof by the City. 15. VARIANCE FROM STANDARD TERMS & CONDITIONS: City of Fayetteville, AR Bid 20-74, Construction — Town Center Plaza Restoration Page 19 of 23 All standard terms and conditions stated in this request for bid apply to this contract except as specifically stated in the subsequent sections of this document, which take precedence, and should be fully understood by bidders prior to submitting a proposal on this requirement. 16. ADA REQUIREMENT FOR PUBLIC NOTICES & TRANSLATION: Persons with disabilities requiring reasonable accommodation to participate in this proceeding/event, should call 479.521.1316 (telecommunications device for the deaf), not later than seven days prior to the deadline. Persons needing translation of this document shall contact the City of Fayetteville, Purchasing Division, immediately. 17. PROCUREMENT POLICY FOR RECYCLED MATERIALS: The City of Fayetteville wishes to encourage its bidders to use recycled products in fulfilling contractual obligations to the City and that such practices will serve as a model for other public entities and private sector companies. 18. PAYMENTS AND INVOICING: The bidder must specify in their bid the exact company name invoices submitted for payment as a result of award of this bi for immediately notifying the Purchasing Division of any invoicing to change from the name used at the time of t days of invoice received. The City of Fayetteville 4tc penalty for untimely payments. Payments can b additional costs to the City for expedited paym depositor retainer that would remain progeON the the bidder would not justify such fee. Xx`` Wss which must be the same as her, the successful bidder is responsible name change, which would cause �*inal bid. Payment will be made within thirty t worthy and wixnot pay any interest, fees, or t h bid rceptance of Visa at no g. he Cit IL t agree to any nonrefundable .(� 2vveenniflh ourly work actually performed by The City will pay the awarded bidder b s��on M� E, s F; id�tl onniinvoicing. Progress payments will be made after approval and acceptaan work a ubmi ionn\of invoice. Payments will be made within 30 days of accepted invoice. _•` 19. CANCELLATION: a. The City resEU the right to can ARC contract without cause by giving thirty (30) days prior notice to the Contractor in wrkXL) the intention to cancel or with cause if at any time the Contractor fails to fulfill or d `by any of the terms or conditions specified. b. Failure of the contractor to comply with any of the provisions of the contract shall be considered a material breach of contract and shall be cause for immediate termination of the contract at the discretion of the City of Fayetteville. c. In addition to all other legal remedies available to the City of Fayetteville, the City reserves the right to cancel and obtain from another source, any items and/or services which have not been delivered within the period of time from the date of order as determined by the City of Fayetteville. In the event sufficient budgeted funds are not available for a new fiscal period, the City shall notify the vendor of such occurrence and contract shall terminate of the last day of the current fiscal period without penalty or expense to the City. 20. ASSIGNMENT, SUBCONTRACTING CORPORATE ACQUISITIONS AND/OR MERGERS City of Fayetteville, AR Bid 20-74, Construction — Town Center Plaza Restoration Page 20 of 23 a. The Contractor shall perform this contract. No assignment of subcontracting shall be allowed without prior written consent of the City. If a bidder intends to subcontract a portion of this work, the bidder shall disclose such intent in the bid submitted as a result of this bid. b. In the event of a corporate acquisition and/or merger, the Contractor shall provide written notice to the City within thirty (30) calendar days of Contractor's notice of such action or upon the occurrence of said action, whichever occurs first. The right to terminate this contract, which shall not be unreasonably exercised by the City, shall include, but not be limited to, instances in which a corporate acquisition and/or merger represent a conflict of interest or are contrary to any local, state, or federal laws. Action by the City awarding a proposal to a firm that has disclosed its intent to assign or subcontract in its response to the bid, without exception shall constitute approval for purpose of this Agreement. 21. NON-EXCLUSIVE CONTRACT: Award of this bid shall impose no obligation on the City to utilize the vendor for all work of this type, which may develop during the contract period. This is not an exclusive contract. The City specifically reserves the right to concurrently contract with other companies for similar wf�rl�jt deems such an action to be in the City's best interest. In the case of multiple -term contracts, this,ppr" d1(ision shall apply separately to each item. 22. LOBBYING: Lobbying of selection committee members, City of Fay to a employees, or elected officials regarding request for proposals, request for qualifications, b' ntr�during tF®endency of bid protest, by the bidder/proposer/protestor or any member oi4y`{7y_idder's r poser',ptestor's staff, and agent of the bidder/proposer/protestor, or any person em ye b a a gal a t'tgpi ted with or representing an organization that is responding to the regf rr pro equ qualification, bid or contract, or has a pending bid protest is strictly prohibit-�ei er u ver is or on a date established by the City of Fayetteville and shall be prohibited ' her ar0, rd is" I r the protest is finally resolved by the City of Fayetteville; provided, howeve *ing h i shall hi it a prospective/bidder/proposer from contacting the Purchasing Divi ' ad 0 tt as clarification and/or questions related to the procurement process. For p es of thi provisioibying activities shall include but not be limited to, influencing or attempti tluence action ar action in connection with any request for proposal, request for qualification, or contract t r�h direct or indirect oral or written communication or an attempt to obtain goodwill of persons&aon,"bid titles specified in this provision. Such actions may cause any request for proposal, request for quali or contract to be rejected. 23. ADDITIONAL REQUIREMENTS: The City reserves the right to request additional services relating to this bid from the bidder. When approved by the City as an amendment to the contract and authorized in writing prior to work, the Contractor shall provide such additional requirements as may become necessary. 24. ADD OR DELETE LOCATIONS OR SERVICES: The City reserves the right to unilaterally add or delete locations and/or services, either collectively or individually, at the City's sole option, at any time after award has been made as may be deemed necessary or in the best interests of the City. In such case, the Contractor(s) will be required to provide services to this contract in accordance with the terms, conditions, and specifications. 25. INTEGRITY OF BID DOCUMENTS: Bidders shall use the original bid form(s) provided by the Purchasing Division and enter information only in City of Fayetteville, AR Bid 20-74, Construction — Town Center Plaza Restoration Page 21 of 23 the spaces where a response is requested. Bidders may use an attachment as an addendum to the bid form(s) if sufficient space is not available on the original form for the bidder to enter a complete response. Any modifications or alterations to the original documents by the bidder, whether intentional or otherwise, will constitute grounds for rejection of such response. Any such modifications or alterations a bidder wishes to propose shall be clearly stated in the bidder's response and presented in the form of an addendum to the original bid documents. 26. OTHER GENERAL CONDITIONS: Bidder is presumed to be familiar with all federal, state, and city laws, ordinances, and regulations which in any manner affect those engaged or employed in the Work, or the materials or equipment used, or that in any way affect the Work and shall in all respects comply with said laws, ordinances, and regulations. No claim of misunderstanding or ignorance on the part of Bidder or Proposer will in any way serve to modify the provisions of the contract. No representations shall be binding unless embodied in the contract. b. Prices shall include all labor, materials, overhead, profit, insurance, shipping, freight, etc., to cover the products and services presented. Sales tax shall not be includ i�(he bid price. Applicable Arkansas sales tax laws will apply when necessary but will not be c(on ;id ed in award of this project. c. Each bidder should state the anticipated number of d mod)* the date of receipt of an order for delivery of services to the City of Fayetteville ' oIV- d. Bidders must provide the City with their bids an mployee ha4e legal authority to submit bids on behalf of the bidder. The entire cost r paring a�Srovidi g sponses shall be borne by the bidder. (� (v��J e. The City reserves the right to request a �dditi,#ormatiIQ deems necessary from any or all bidders after the submission deadlja Q•�(`� ��a f. The request for bid is not to b 4strued e{s�n offe a contract, or a commitment of any kind; nor does it commit the city to pay fo cost?,r,11tR`sP �r in preparation. It shall be clearly understood that any costs incurred a Propoto this request for proposal is at the bidder's own risk and expense as o f doing busineks a ity of Fayetteville shall not be liable for reimbursement to t oposer for an e` 2 Ce so incurred, regardless of whether or not the proposal is accepted. �S g. If products, components, or servicuer than those described in this bid document are proposed, the bidder must include complete descriptive literature for each. All requests for additional information must be received within five working days following the request. h. NOTE: Any uncertainties shall be brought to the attention to Les McGaugh immediately via telephone (479.575.8220) or e-mail (Imcgaugh(@favetteville-ar eov). It is the intent and goal of the City of Fayetteville Purchasing Division to provide documents providing a clear and accurate understanding of the scope of work to be completed and/or goods to be provided. We encourage all interested parties to ask questions to enable all bidders to be on equal bidding terms. I. Any inquiries or requests for explanation in regard to the City's requirements should be made promptly to Les McGaugh, City of Fayetteville, Purchasing Agent via e-mail (Imcgaugh@favetteville-ar gov) or telephone (479.575.8220). No oral interpretation or clarifications will be given as to the meaning of any part of this request for proposal. All questions, clarifications, and requests, together with answers, if any, will be provided to all firms via written addendum. Names of firms submitting any questions, City of Fayetteville, AR Bid 20-74, Construction — Town Center Plaza Restoration Page 22 of 23 clarifications, or requests will not be disclosed until after a contract is in place. j. Any information provided herein is intended to assist the bidder in the preparation of proposals necessary to properly respond to this bid. The bid is designed to provide qualified Proposers with sufficient basic information to submit proposals meeting minimum specifications and/or test requirements, but is not intended to limit a bid's content or to exclude any relevant or essential data. k. Bidders irrevocably consent that any legal action or proceeding against it under, arising out of or in any manner relating to this Contract shall be prevailed by Arkansas law. Proposer hereby expressly and irrevocably waives any claim or defense in any said action or proceeding based on any alleged lack of jurisdiction or improper venue or any similar basis. I. The successful bidder shall not assign the whole or any part of this Contract or any monies due or to become due hereunder without written consent of City of Fayetteville. In case the successful bidder assigns all or any part of any monies due or to become due under this Contract, the Instrument of assignment shall contain a clause substantially to the effect that is agreed that the right of the assignee in and to any monies due or to become due to the successful bidde shall be subject to prior liens of all persons, firms, and corporations for services rendered or mate,�ia tupplied for the performance of the services called for in this contract. 'A m. The successful bidder's attention is directed to the municipal ordinances, and the rules and regulation shall apply to the contract throughout, and they w,i written out in full herein. The successful bidd ordinances and regulations of the Federal, S to affecting those engaged or employed i �Xng i services and of all orders and decrees.0 es or; applicable Federal and State laws, >rities having jurisdiction over the services eemed to be inc ed in the contract as though MJPwlf/her ly informed of all laws, is or authorities in any manner ny way affecting the conduct of the nyjurisdiction or authority over same. If any discrepancy or inconsistency d be ayererf>eA Contract Documents or in the specifications herein referred to ation su I ordinance, regulation, order or decree, s/he shall herewith report the sa(rff�� rating y ofa(Le teville. 27. INVOICING: All invoices yF�lllie presee�d o ty with the minimum information listed below. a. City Departr�n tNhJat ordered the ls or services b. Order Date c. Delivery date or the date o r�s d. Name of the City Employee requested or picked up the goods, materials, or service e. Bid Number that applies to the purchase and invoices. Amounts in the bid shall match invoicing. 28. ATTACHMENTS TO BID DOCUMENTS: a. Architects Technical Specifications City of Fayetteville, AR Bid 20-74, Construction — Town Center Plaza Restoration Page 23 of 23 TOWN CENTER PLAZA RESTORATION CITY OF FAYETTEVILLE 15 W MOUNTAIN STREET FAYETTEVILLE, AR 72701 COMM. NO. 52920 August 14, 2020 n0� • � V �0 Cj D Em M X ARCHITECTURE FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS DOCUMENT 00 0101 -PROJECT TITLE PAGE 1.1 PROJECT MANUAL VOLUME 1 A. Project Title: Town Center Plaza Restoration B. City of Fayetteville C. Contact: Wade Abernathy a) (479) 575-8361 b) wabernathy@fayetteville-ar.gov D. Architect Project No. 52920 E. DEMX architecture A11K F. Project Manager- Morganne Bryner ' a) 104 N. East Avenue, Faye AR b) 479) 966-4871 `- V c) morganne@demx�h(L�1 G. Issued August 14, 2020 d ��+++++��(� H. Copyright 2020, Toter P'Restor;rt�EMX architecture. All rights reserved. Q� END OF DOCUMENT 00 Ol 01 (�� �N G G DEMX ARCHITECTURE FAYETTEVILLE, AR PROJECT TITLE PAGE 00 01 01-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 00 0107 SEALS Architectural Y Timothy \V. marlrlox Licciac Nunilxr 3967 Mechanical, Electrical, Plumbing AE T�o.GA v ENGINEERS, INC. #B o98 AO�;� DEMX ARCHITECTURE SEALS FAYETTEVILLE, AR 0001 07-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS TABLE OF CONTENTS DIVISION 00 — PROCUREMENT AND CONTRACTING REQUIREMENTS 00 0101 —TITLE PAGE 00 0107 — SEALS PAGE 00 0110 — TABLE OF CONTENTS 00 0115 — LIST OF DRAWING SHEETS DIVISION 01 -GENERAL REQUIREMENTS 01 2300 — ALTERNATES 01 2500 — SUBSTITUTION PROCEDURES 01 2600 - CONTRACT MODIFICATION PROCEDURES 01 3100 - PROJECT MANAGEMENT AND COORDINATION 01 4000 - QUALITY REQUIREMENTS 01 4200 — REFERENCES 01 4533 — CODE -REQUIRED SPECIAL INSPECTIONS AND PFA ES 01 5000 - TEMPORARY FACILITIES AND CONTROLS 01 6000 - PRODUCT REQUIREMENTS O1 7000 — EXECUTION AND CLOSEOUT REQUIREMEI 01 7329 — CUTTING AND PATCHING V 01 7419 - CONSTRUCTION WASTE MANAGE 01 7700 — CLOSEOUT PROCEDURES 01 7823 - OPERATION AND MAINTENANC D P �.•/� Ol 7839 -PROJECT RECORD DOCUM,oEl 017900 DEMONSTRATION AND TRlqV AV DIVISION 03 — CONCRETE `` D,�`v 03 2000 - CONCRETE REINFO NT 03 3000 - CAST-IN-PLAC ETEq DIVISION 07 — THERMAL OISTUR�PROTEC 07 1326 — SELF- NG SHEET WAT�F O FING 07 9200 — JOIN ANTS Y `JJ DIVISION 09 — FINISHES ^ `� 09 9100 - PAINTING V DIVISION 22 — PLUMBING 22 01 00 - GENERAL PLUMBING REQUIREMENTS 22 14 00 - FACILITY STORM DRAIN PIPING SYSTEM 22 49 05 — IRRIGATION SYSTEMS DIVISION 26 — ELECTRICAL 26 0100 - GENERAL ELECTRICAL REQUIREMENTS 26 05 26 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 31 - RACEWAYS 26 05 32 - WIRES AND CABLES 26 05 33 - BOXES AND ENCLOSURES 26 05 34 - WIRING DEVICES 26 05 42 - ELECTRIC SNOW MELT SYSTEM 2605 51 - SUPPORTING DEVICES DEMX ARCHITECTURE TABLE OF CONTENTS FAYETTEVILLE, AR 1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 26 05 53 - ELECTRICAL IDENTIFICATION 26 18 13 - DISCONNECT SWITCHES 26 24 13 - CIRCUIT BREAKER DISTRIBUTION PANELS 26 50 00 - LIGHTING DIVISION 32 - EXTERIOR IMPROVEMENTS 32 1400 - UNIT PAVING 32 3913.15 - METAL ACCESS CONTROL BOLLARDS DEMX ARCHITECTURE TABLE OF CONTENTS FAYETTEVILLE. AR 2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 00 Ol 15 LIST OF DRAWING SHEETS GENERAL 1.0 COVER SHEET ARCHITECTURAL AO.1 EXISTING / DEMOLITION FLOOR PLAN Al.l PROPOSED FLOOR PLAN AND PAVING PLAN A2.1 EXTERIOR ELEVATIONS A3.1 WALL SECTIONS AND DETAILS PLUMBING pl.0 PLUMBING DRAIN PLAN GARAGE LEVEL pl.l PLUMBING PLAN PLAZA LEVEL OI p2.1 PLUMBING NOTES AND DETAILS ELECTRICAL V nn-- el.0 ELECTRICAL POWER PLAN GARAL Jew el.l ELECTRICAL PLAN PLAZA LEVEL A el.2 SNOW MELT PLAN PLAZA LE,(J el.3 LIGHT LEVEL CALC PLAN LEVE e2.1 ELECTRICAL POWEROYI�S ND D ��� �� �a Go *\A DEMX ARCHITECTURE LIST OF DRAWING SHEETS FAYETTEVILLE, AR 00 01 15-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 01230 - ALTERNATES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for alternates. 1.3 DEFINITIONS _ �11K A. Alternate: An amount proposed by bidders and sta 0'14e Bid Form for certain work defined in the Bidding Requirements that may be added to or d uct rom the base bid amount if Owner decides to accept a corresponding change either in the apof construction to beQmpleted or in the products, materials, equipment, systems, or installatio s de bed in the C`�j t Documents. 1. Alternates described in this Secti are art of t IN rk onl '•/��'y'i rated in the Agreement. 2. The cost or credit for each t is theme. aation I uction from the Contract Sum to incorporate alternate into thNo ottCeustme_made to the Contract Sum. 1.4 PROCEDURES . A. Coordination: Modifv� Wsta� t�dia� tt as necessary to completely integrate work of the alternate into ��Projgr� ` �) 1. Includ�as)part of each alterna ,`}aij cellaneous devices, accessory objects, and similar items incident to or required for lete installation whether or not indicated as part of alternate. B. Notification: Immediately foll win�ward of the Contract, notify each party involved, in writing, of the status of each alternate. Ine if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates. C. Execute accepted alternates under the same conditions as other work of the Contract. D. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate. DEMX ARCHITECTURE ALTERNATES FAYETTEVILLE, AR 00 12 30-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 SCHEDULE OF ALTERNATES A. Alternate No. 1: Light Poles 1. Base Bid: Remove existing light poles and install new light poles in existing locations. 2. Alternate: Remove & preserve existing light poles during demolition; reinstall existing light poles in existing locations. B. Alternate No. 2: Snow Melt System 1. Base Bid: Install heated snow melt system under new con to topper slab. 2. Alternate: Remove heated snow melt system under neyAc to topper slab C. Alternate No. 3: Concrete Pavers O� 1. Base Bid: Install new concrete pavers per ffffff������awn n. 2. Alternate: Remove concrete pavers and reepi�e ith concrete slab. D. Alternate No. 4: Light Fixtures in Landscapilpr6�� ( `� 1. Base Bid: Install new Iightt fijtu R e��xisstigg�ir Scapin 2. Alternate: Remove new li h`D's in.�e^xi andsc eds. E. Alternate No. 5: Trench Drains /7,` Q V 1. Base Bid: Rem x r g an '� On h drain covers. 2. Alternate: Reyes Stin n a ��yy01 F. Alternate No. i i ge & watery ofing $ysteMs `♦` 'Cw✓ 1. Base Bi nstall new draina rp waterproofing systems. 2. Alternate: Preserve existi i e and waterproofing systems. Remove installation of new systems. END OF SECTION 01230 DEMX ARCHITECTURE ALTERNATES FAYETTEVILLE, AR 00 12 30-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVI LLE, ARKANSAS SECTION 0125 00 — SUBSTITUTION PROCEDURES PROCEDURES PART 1 - GENERAL 1.1 SUBSTITUTION PROCEDURES A. Substitutions include changes in products, materials, equipment, and methods of construc- tion from those required by the Contract Documents and proposed by Contractor. B. Substitution Requests: Submit three copies of each request for consideration. Identify prod- uct or fabrication or installation method to be replaced. Include Specification Section num- ber and title and Drawing numbers and titles. 1. Substitution Request Form: Use CSI Form 13.1A. 2. Submit requests within 15 days after the Notice eed. 3. Identify product to be replaced and show com a with requirements for substitu- tions. Include a detailed comparison of si qn qualities of proposed substitution with those of the Work specified, a list es needed to other parts of the Work required to accommodate proposed su s i tion, and any proposed changes in the Contract Sum or the Contract Time skjld e substitution be accepted. C. Architect will review proposed substit! jection. If necessary, Architect wi�ri evaluation. kO` Architect will notify tra within 15 days ofAi t of or documentation Ahichevi D. Do not submit PART 2 — PRODUCT (Not Used) PART 3 — EXECUTION (Not Used) END OF SECTION 01250 DEMX ARCHITECTURE FAYETTEVILLE,AR heir acceptance or re - or documentation for rejection of proposed substitution of receipt of additional information Drawings or other submittals. SUBSTITUTION PROCEDURES 01 25 00 - 1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 01 26 00 — CONTRACT MODIFICATION PROCEDURES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirerr�nts for handling and processing Contract modifications. /1l N R. Related Sections: O' 1. Division 1 Section "Product Require nts" r administrative procedures for handling requests for substitutions made afters ract award C. Change orders are to be prepared in t< e num�of co d the original contract, all copies containing original signature, Do not p�fprm Ct the work listed in change orders without receiptofan exeQ ed)chang lrfrom rversity. TheUniversitywill not compensate, or be res onb f'olrTodif� to the, act documents performed without a valid change order. G `� 1.3 MINOR CHANGES II}� WOq�KA(��/(��_)`�` A. Architect wi u �s`upplemerRal ins ucllQns authorizing minor changes in the Work, not involving a 'us ent to the Cont% um or the Contract Time, on AIA Document G710, "Architect's plementallnstrs." 1.4 PROPOSAL REQUESTS G A. Owner -Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. Must be approved through city council processes. 2. not instructions either to stop work in progress or to execute the proposed change. Provide Information Only. 3. Within 10 calendar days after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. DEMX ARCHITECTURE CONTRACT MODIFICATION PROCEDURES FAYETTEVILLE, AR 01 26 00-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. C. Include costs of labor and supervision directly attributable to the change. d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. B. Contractor -Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Architect. 1. Must be approved through city council processes. 2. Include a statement outlining reasons for the ch ;�& the effect of the change on the Work. Provide a complete description of the propo d change. Indicate the effect of the proposed change on the Contract Sum and t tfntract Time. 3. Include a list of quantities of products rqff�or eliminated and unit costs, with total amount of purchases and credits to a ntAe. If requested, furnish survey data to substantiate quantities. 4. Indicate applicable taxes, deliv es, ment r Qand amounts of trade discounts. 5. Include costs of labor and suP�ision d rtattri uOa e change. 6. Include an updated Cont col} cons n sch�ydicates the effect of the change, including, but of ed to�m� es in duration, start and finish times, and activity relationsse avgijlPtotefore requesting an extension of the Contract Time. v ((��- 7. Comply with reepp�Tnent wisio}� ction "Substitution Procedures" if the proposed chlequi su ' i�l(iSlle product or system for product or system specified. 8. Propo�, � �e uest Forme C,TI 13.6A "Change Order Request (Proposal)" with attaie�ts CSI Form 13 posal Worksheet Summary" and 13.6C "Proposal Works et Detail" )� 1.5 CHANGE ORDER PROCEDURe9'` A. On Owner's approval of a Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor on AIA Document G701. The request will be approved through city council processes. 1.6 CONSTRUCTION CHANGE DIRECTIVE A. Construction Change Directive: Architect may issue a Construction Change Directive on AIA Document G714. Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time. DEMX ARCHITECTURE CONTRACT MODIFICATION PROCEDURES FAYETTEVILLE, AR 01 26 00-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive. 1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01 26 00 DEMX ARCHITECTURE CONTRACT MODIFICATION PROCEDURES FAYETTEVILLE. AR 01 26 00-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE,ARKANSAS SECTION O1 31 00 — PROJECT MANAGEMENT AND COORDINATION PART 1 -GENERAL 1.1 SUMMARY A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 1. General project coordination procedures. 2. Conservation 3. Coordination Drawings. 4. Administrative and supervisory personnel. 2. Project meetings. B. Related Sections: 1. See Division 1 Section "Execution Requirements" for procedures for coordinating general installation and fief, engineering services, including establishment of benchmarks and contrgyp lux 2. See Division 1 Section "Construction Prokiress Documentation" for preparing and submitting the Contractor's Con elion Schedule 3. See Division 1 Section "Clos t Vocedures" for coordinating Contract closeout. V 1.2 DEFINITIONS A. RFI: Request from Documents. 1.3 COORDINATION A. Coordination: (;oqw Nate coon opNeions included in different Sections of the Specifications t �Ure e t 6 Ty Coordinate c ctio o s other for p nstalla nn 1. .S ule constr ctione ions in sequence required to obtain the best �ults where install of one part of the Work depends on installation of ?her componentj� re or after its own installation. Coordinate in 1�r f different components with other contractors to ensure maximum ac es�lity for required maintenance, service, and repair. Make adequa provisions to accommodate items scheduled for later installation. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical. 2. 3 4. �•� e) Contracts seeking in�erOreta i �rification of the Contract Cj and der installation of each part of the Work. din different Sections, that depend on each wand operation. B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. 1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required. C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: DEMX ARCHITECTURE PROJECT MANAGEMENT AND COORDINATION FAYETTEVILLE, AR 01 31 00 - 1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 1. Preparation of Contractor's Construction Schedule. 2. Preparation of the Schedule of Values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. 5. Progress meetings. 6. Preinstallation conferences. 7. Project closeout activities. 8. Startup and adjustment of systems 9 Commissioning. D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. 1.4 SUBMITTALS: A. Coordination Drawings: Prepare Coordination Drawings of critical systems to maximize utilization of space for efficient installation of differe components or if coordination is required for installation of products and material�t�3ated by separate entities. 1. Indicate relationship of components show n separate Shop Drawings. 2. Indicate required installation seque B. Staff Names: Within 15 days of starting cmNation operations, submit a list of principal staff assignments, including per�fendent and other personnel in attendance at Project site. Identify individuals apd 'r duties and respor *ilities; list addresses and telephone numbers, includin nd otelepho bers. Provide names, addresses, and telephone numbe individu assigner tandbys in the absence of individuals assigned to Prot t. l�• 1. Post copies of lisXF m roomporary field office, and by each temporary t��o �� 1.5 COORDINATION DRAWINGS A. A. CoordOerel, wi s a ecoordination drawings in accordance with requiremvidt t to e installation is not completely shown on Shop Drawi mited pace vai ility necessitates coordination, or if coordination is re ire to facilitate integg of products and materials fabricated or installed by more t n one entity. DEMX ARCHITECTURE FAYETTEVILLE, AR Content: Proj is information, drawn accurately to a scale large enough to indicate {pd t solve conflicts. Do not base coordination drawings on standard print lit ++data. Include the following information, as applicable: a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components. b. Coordinate the addition of trade -specific information to the coordination drawings by multiple contractors in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review. C. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems. d. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation. e. Show location and size of access doors required for access to concealed dampers, valves, and other controls. PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS f. Indicate required installation sequences. g. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. B. Coordination Drawing Organization: Organize coordination drawings as follows: 1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire protection, fire alarm, and electrical Work. Show locations of visible ceiling -mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work. 2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and electrical equipment, and lated Work. Locate components within ceiling plenum to accommodat aSt of light fixtures indicated on Drawings. Indicate areas of conflicetween light fixtures and other components. 3. Mechanical Rooms: Provide c Qstion drawings for mechanical rooms showing plans and elevatio off echanical, plumbing, fire protection, fire alarm, and electrical equipme 4. Structural Penetrations: a PT ations a�pt@�enings required for all disciplines. `V� (vim 5. Slab Edge and Embeded terrq;:JWicate s a Od locations and sizes and locations of em item rmetal ations, sleeves, anchor bolts, bearing plates an , doo clos;i;"a-b depressions for floor finishes, curbs and hoyy�� �veping nd ems. 6. MechanicAdJPlumb' rk: Sthefollowing: a. and elev on of ductwork, piping, and conduit runs, .ludi I u �^� flanges, and support systems. bO�Dimens mfjp/7�dtnponents, such as dampers, valves, diffusers, access d ors, cl n s and electrical distribution equipment. �c) Fire -rated en oes around ductwork. 7. electrical Work: �Sbhe following: a. Runs aaaa and horizontal conduit 1-1/4 inch diameter and larger. b. LighttiXIN, exit light, emergency battery pack, smoke detector, and other fnTalarm locations. C. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations. d. Location of pull boxes and junction boxes, dimensioned from column center lines. 8. Fire Protection System: Show the following: a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads. 9. Review: Architect will review coordination drawings to confirm that the Work is being 'coordinated, but not for the details of the coordination, which are the Contractor's responsibility. If the Architect determines that the coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, the Architect will so inform the Contractor, who shall make changes as directed and resubmit. DEMX ARCHITECTURE PROJECT MANAGEMENT AND COORDINATION FAYETTEVILLE. AR 01 31 00 - 3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 10. Coordination Drawing Prints: Prepare coordination drawing prints in - accordance with requirements of Division 01 Section "Submittal Procedures." 1.6 ADMINISTRATIVE AND SUPERVISORY PERSONNEL A.General: In addition to Project superintendent, provide other administrative and supervisory personnel as required for proper performance of the Work. 1. Include special personnel required for coordination of operations with other contractors. 1.7 PROJECT MEETINGS A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated. 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time ofNach meeting. Notify Owner and Architect of scheduled meeting dates an 2. Agenda: Prepare the meeting agenda.Nistribute the agenda to all invited attendees. 3. Minutes: Record significant dis and agreements achieved. Distribute the meeting minutes to ever ne ncerned, including Owner and Architect, within three days of the meeti10 B. Preconstruction Conference: Sc Qe a pre nstruct' inference before starting construction, at a time conve �ent to 0�L and r Itt, ut no later than 15 days after execution of the a ant. it he co ce at Project site or another convenient location. �pnthe g to irresponsibilities and personnel assignments. �`'��, 1. Attendees• �pUthori i�eprese4 Lives of Owner, Architect, and their consu t � Contr and s superintendent; major subcontractors; man ers; s e her concerned parties shall attend the co a ce. AII� ' ar> t e conference shall be familiar with Project and � h rized to co Jude att relating to the Work. 2. \ Agenda: Discuss itelr�significance that could affect progress, including the a. Tentapkl!�s7ruction schedule. b. Phas(pg. I C. CriticaWork sequencing. d. Designation of responsible personnel. e. Procedures for processing field decisions and Change Orders. f. Procedures for processing Applications for Payment. g. Distribution of the Contract Documents. h. Submittal procedures. j. Preparation of Record Documents. k. Responsibility for temporary facilities and controls. I. Parking availability. M. Office, work, and storage areas. n. Equipment deliveries and priorities. o. First aid. P. Security. q. Progress cleaning. r. Working hours. DEMX ARCHITECTURE PROJECT MANAGEMENT AND COORDINATION FAYETTEVILLE, AR 01 31 00 - 4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS S. Commissioning C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction. 1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Architect of scheduled meeting dates. 2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following: a. Contract Documents. b. Options. C. Related Change Orders. d. Purchases. e. Deliveries. w f. Submittals. �( g. Review of mockups. h. Possible conflicts. O' i. Compatibility problems. (� j. Time schedules. V k. Weather limitations. I. Manufacturer's comdations.� M. Warranty require rr n Compatibilitma eriaJ o. Acceptab6i ubstr �`� p. Temp I ities ntrol V q. Spac�acces i do%��' r. RegyL ns of reties 17f�ing jurisdiction. S. a and ctina rwuir _ entS u. Q sig ificaly�f�, ndl thin and personnel. 3. significa conf n discussions, agreements, and disagreements. 4. D not proceed wit allation if the conference cannot be successfully oncluded. Initial, tever actions are necessary to resolve impediments to performance �y{� k and reconvene the conference at earliest feasible date. D. Progress Meetings: Co ct progress meetings at intervals agreed upon by Project Team including Architftfand Owner. Coordinate dates of meetings with preparation of payment requests. 1. Attendees: In addition to representatives of Owner, Contractor, and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure DEMX ARCHITECTURE PROJECT MANAGEMENT AND COORDINATION FAYETTEVILLE, AR 01 31 00 - 5 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. b. Review present and future needs of each entity present, including the following: 1 Interface requirements. 2 Sequence of operations. 3 Status of submittals. 5 Deliveries. 6 Off -site fabrication. 7 Access. 8 Site utilization. 9 Temporary facilities and controls. 10 Work hours. 11 Hazards and risks. 12 Progress cleaning. w 13 Quality and work standar �( 14 Change Orders. 15 Documentation of in <Vtion for payment requests. 3. Reporting: Distribute minute o meeting to each party present and to parties who should have bee esent. Include a wf summary, in narrative form, of progress since t us ng and r a. Schedule Update :Revisentracto ' C struction Schedule after each progress(eeting wrevisio schedule have been made or recog h sue r� sch oncurrently with the report of each�'rrLeej�' Q //////������� E. Mechanical/Electr mbi IQ CA nation Meetings: Conduct Project MEP coordination at in agrP by Project Team including Architect and Owner. Prol rdin i e tiaddition to specific meetings held for other purposes, s prog eti einstallation conferences. 1. a ees: in ition r esentatives of Owner, Contractor, and Architect, l euc contractor, s�actor, supplier, and other entity concerned with urrent progress olved in planning, coordination, or performance of future activities sha resented at these meetings. All participants at the conference all familiar with Project and authorized to conclude matters relating to the rk 2. Agenda: Review and correct or approve minutes of the previous coordination meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Combined Contractor's, Construction Schedule: Review progress since the last coordination meeting. Determine whether each contract is on time, ahead of schedule, or behind schedule, in relation to Combined Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. b. Schedule Updating: Revise Combined Contractor's Construction Schedule after each coordination meeting where revisions to the DEMX ARCHITECTURE PROJECT MANAGEMENT AND COORDINATION FAYETTEVILLE, AR 01 31 00 - 6 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE,ARKANSAS schedule have been made or recognized. Issue revised schedule concurrently with report of each meeting. C. Review present and future needs of each contractor present, including the following: 1 Interface requirements. 2 Sequence of operations. 3 Status of submittals. 4 Deliveries. 5 Off -site fabrication. 6 Access. 7 Site utilization. 8 Temporary facilities and controls. 9 Work hours. 10 Hazards and risks. 11 Progress cleaning. 12 Quality and work standards. w 13 Change Orders. �( F. Content of the RFI: Include a detailed, legible desc -ption of item needing interpretation 00 and the following: O/ 1. Project name. 2. Date. ` • V 3. Name of Contractor. .`(� 4. Name of Architects^,��.vvv 5. RFI number, numbered s tially. 6. Specification Section 4mber aadA&Land rel fQ graphs, as appropriate. 7. Drawing number VONI ref ls, as ep"ate. 8. Field dime nsio aahrondi s app e. 9. Contractor's ested t n(� ontractor's solution(s) impact the Contract T' the C t Sum, ntractor shall state impact in the RFI. 10. Contr cignat 11. Attac ts: c a scriptions, measurements, photos, Product D op Dra , an�[��/ information necessary to fully describe items ng interpret tion. G. Reporti : Record meeti tilts and distribute copies to everyone in attendance and to others affected by r actions resulting from each meeting. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION Ol 31 00 DEMX ARCHITECTURE PROJECT MANAGEMENT AND COORDINATION FAYETTEVILLE, AR Ol 31 00 - 7 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION O1 40 00 - QUALITY REQUIREMENTS PART1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requiremerfor quality assurance and quality control. B. Testing and inspecting services are required to I�t f ompliance with requirements specified or indicated. These services do not relieve Con a t of responsibility for compliance with the Contract Document requirements. 1. Specific quality -assurance ante mri activities are specified in the e s tl those Sections may also co oduc 6� 2. Specified tests, inspectio6 relat assurance and-convIl ocedu }}� Document requireme N• 3. Requirements for ractoro ii required by A*Xi t, Or aytfEO provisions off ecti� 1V ial construction Requirements in limit Contractor's other quality - compliance with the Contract ality-assurance and -control services having jurisdiction are not limited by C. Related Sec)fo11yV � Divisi Section "Construct* n�Wogress Documentation" for developing a schedule of required tests and inspec '' 1. Divisions 2 through 1ySe�Yn for specific test and inspection requirements. 1.3 DEFINITIONS A. Quality -Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. B. Quality -Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Architect C. Mockups: Full size physical assemblies that are constructed on -site. Mockups are constructed to verify selections made under sample submittals; to demonstrate aesthetic effects and, where indicated, qualities of materials and execution; to review coordination, testing, or operation; to show interface between dissimilar materials; and to demonstrate DEMX ARCHITECTURE QUALITY REQUIREMENTS FAYETTEVILLE, AR 01 40 00 -1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS compliance with specified installation tolerances. Mockups are not Samples. Unless otherwise indicated, approved mockups establish the standard by which the Work will be judged. 1. Integrated Exterior Mockups: Mockups of the exterior envelope erected separately from the building but on the project site, consisting of multiple products, assemblies and subassemblies. 2. Room Mockups: Mockups of typical interior spaces complete with wall, floor, and ceiling finishes, doors, windows, millwork, casework, specialties, furnishings and equipment, and lighting. D. Preconstruction Testing: Tests and inspections performed specifically for the Project before products and materials are incorporated into the Work to verify performance or compliance with specified criteria. E. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and accept b authorities having jurisdiction, to establish product performance and compliance wit e, I d requirements. F. Source Quality -Control Testing: Tests and ins�th`at are performed at the source, i.e., plant, mill, factory, or shop. G. Field Quality -Control Testing: Tests and 41 ons tha t are perfogtpetl on -site for installation of the Work and for completed Work. �`}/�` �eH. Testing Agency: An entity engag perty(1�c ��ttspections, or both. Testing laboratory shall mean the same ting ag�T1�4.' ((��/�`� I. Installer/Applicator/Erector('�bntrac 1!r anggr-�itity engaged by Contractor as an employee, Subcontract Su ntr cto to perform a particular construction operation, including ias� ion, e �ap]p�l�on, and similar operations. 1. Use of tr �pe�c`ific to ino ogyl+(rr erring to a trade or entity does not require that certa ruction actiwtie, �.�pa formed by accredited or unionized individuals, or that r Jements specified y7 Exclusively to specific trade or trades. J. Experienced: When used w' �ilrtt' y or individual, "experienced" means having successfully completed a minimum of ' e previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction. 1.4 CONFLICTING REQUIREMENTS A. Referenced Standards: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Architect for a decision before proceeding. B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as DEMX ARCHITECTURE QUALITY REQUIREMENTS FAYETTEVILLE. AR 01 40 00 -2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. 1.5 ACTION SUBMITTALS A. Shop Drawings: For integrated exterior mockups, provide plans, sections, and elevations, indicating materials and size of mockup construction. 1. Indicate manufacturer and model number of individual components. 2. Provide axonometric drawings for conditions difficult to illustrate in two dimensions. 1.6 INFORMATIONAL SUBMITTALS A. Contractor's Quality -Control Plan: For quality-assurar�ceud quality -control activities and responsibilities. '0 ` B. Contractor's Quality -Control Manager Qualificati � supervisory personnel. C. Contractor's Statement of Responsibility: ered by authorities having jurisdiction, submit copy written statement of is r�iir y sent to auth e6�laving jurisdiction before starting work oo n the following system P �G! D. Testing Agency Qualifications: demonstrate their capabilities recent report on the inspectiN E. Schedule of Tests and VQuality Assurance" Article to f qualifications in the form of a nized authority. form and include the following: 1. Specificatio�y3V n A`%nd �" 2. Entity res b e far pe orming t nd inspections. 3. Desc i f test and inspe t, 4. Identi ' on of applicable st bds. 5. Identification of test and tion methods. 6. Number of tests and � s required. 7. Time schedule or tim n for tests and inspections. 8. Requirements for obtaining samples. 9. Unique characteristics of each quality -control service. 1.7 CONTRACTOR'S QUALITY -CONTROL PLAN A. Quality -Control Plan, General: Submit quality -control plan within 10 days of Notice of Award and not less than five days prior to preconstruction conference. Submit in format acceptable to Architect. Identify personnel, procedures, controls, instructions, tests, records, and forms to be used to carry out Contractor's quality -assurance and quality -control responsibilities. Coordinate with Contractor's construction schedule. B. Quality -Control Personnel Qualifications: Engage qualified full-time personnel trained and experienced in managing and executing quality -assurance and quality -control procedures similar in nature and extent to those required for Project. DEMX ARCHITECTURE QUALITY REQUIREMENTS FAYETTEVILLE, AR 01 40 00 -3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS Project quality -control manager may also serve as Project superintendent C. Submittal Procedure: Describe procedures for ensuring compliance with requirements through review and management of submittal process. Indicate qualifications of personnel responsible for submittal review. D. Testing and Inspection: Include in quality -control plan a comprehensive schedule of Work requiring testing or inspection, including the following: 1. Contractor -performed tests and inspections including subcontractor -performed tests and inspections. Include required tests and inspections and Contractor -elected tests and inspections. 2. Special inspections required by authorities having jurisdiction and indicated on the "Statement of Special Inspections." 3. Owner -performed tests and inspections indicated in the Contract Documents, including tests and inspections indicated to be performed bb tl ommissioning Authority. E. Continuous Inspection of Workmanship: Describe rofdllls//f�,or continuous inspection during construction to identify and correct deficiencie orkmanship in addition to testing and inspection specified. Indicate types of correc v ions to be required to bring work into compliance with standards of workmans a ablished by Contract requirements and approved mockups. �`� � F. Monitoring and Documentation: M m testi g d ins ports including log of approved and rejected results.iy6�iQe wortTg tect Sc0a)ted as nonconforming or defective. Indicate corrective a aken tpp��non rming work into compliance with requirements. Comply with r uu entsyl� gjurisdiction. 1.8 REPORTS AND DOC4 � ,a A. Test and Inseports: ree a 1bmit certified written reports specified in other Sections. I e following: Co 1. Date of issue. V 2. Project title and num� ))) 3. Name, address, and tt one number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Record of temperature and weather conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. B. Manufacturer's Technical Representative's Field Reports: Prepare written information documenting manufacturer's technical representative's tests and inspections specified in other Sections. Include the following: DEMX ARCHITECTURE QUALITY REQUIREMENTS FAYETTEVILLE, AR 01 40 00 •4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 1. Name, address, and telephone number of technical representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. C. Factory -Authorized Service Representative's Reports: Prepare written information documenting manufacturer's factory -authorized service representative's tests and inspections specified in other Sections. Include the following: 1. Name, address, and telephone number of factory -authorized service representative making report. 2. Statement that equipment complies with require n 3. Results of operational and other tests dN statement of whether observed performance complies with requirements. 4. Statement whether conditions, products, n i allation will affect warranty. 5. Other required items indicated in indiv`ijytal ecification Sections. D. Permits, Licenses, and Certificates: F� Ne_r's re A sub es of permits, licenses, certifications, inspection report4itions lunsdi do al sett notices, receipts for fee payments, judgments, correspe, reG��nd 6documents, established for compliance with standards and h�3�Tt§ on pance of the Work. 1.9 QUALITY ASSURANCE '� A. General: Qualific�[ie�Ypara n t ' e establish the minimum qualification levels required; individye��pecificati Section cify additional requirements. B. Manufactur&jalifications: A fir % xy�ienced in manufacturing products or systems similar to those indicated for this Pro with a record of successful in-service performance, as well as sufficient pro ductioryC9 - o produce required units. C. Fabricator Qualifications: A fiv experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. D. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that are similar to those indicated for this Project in material, design, and extent. DEMX ARCHITECTURE QUALITY REQUIREMENTS FAYETTEVILLE, AR 01 40 00 -5 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS F. Specialists: Certain Specification Sections require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated. Requirements of authorities having jurisdiction shall supersede requirements for specialists. G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 329 and with additional qualifications specified in individual Sections; and where required by authorities having jurisdiction, that is acceptable to authorities. 1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7. 2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program. H. Manufacturer's Technical Representative Qualification t�h authorized representative of manufacturer who is trained and approved by man c r to observe and inspect installation of manufacturer's products that are similar in rn , design, and extent to those indicated for this Project. I. Factory -Authorized Service Representa11t 0 �i lifications: Ana rized representative of manufacturer who is trained anda�;iey� byfactur 'inspect installation of manufacturer's products that are si la mate al, esign, nt to those indicated for this Project. �Ooa�vs ��J. Preconstruction Testing: WhWe t ting indl'I� to perform preconstruction testing for compliance with specif�i), quireiq nce and test methods, comply with the following: �(,[` J (/��] 1. Contractor rti6117 �t�Clf�rl�P1t1R 1bIfRWinn- a. ovAm test specimenkr s€ntative of proposed products and construction. b. mit specimens in a t�i(nely manner with sufficient time for testing and analyzing results Z nt delaying the Work. C. Provide sizestlf' urations of test assemblies, mockups, and laboratory mockups to a ately demonstrate capability of products to comply with performance requirements. d. Build site -assembled test assemblies and mockups using installers who will perform same tasks for Project. e. Build laboratory mockups at testing facility using personnel, products, and methods of construction indicated for the completed Work. f. When testing is complete, remove test specimens, assemblies, mockups do not reuse products on Project. 2. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality -assurance service to Architect with copy to Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. K. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work: DEMX ARCHITECTURE QUALITY REQUIREMENTS FAYETTEVILLE, AR 01 40 00 -6 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 1. Build mockups in location and of size indicated or, if not indicated, as directed by Architect. 2. Notify Architect seven days in advance of dates and times when mockups will be constructed. 3. Employ supervisory personnel who will oversee mockup construction. Employ workers that will be employed during the construction at the Project. 4. Demonstrate the proposed range of aesthetic effects and workmanship. 5. Obtain Architect's approval of mockups before starting work, fabrication, or construction. a. Allow seven days for initial review and each re -review of each mockup. 6. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work. 7. Demolish and remove mockups when directed, unless otherwise indicated. L. Integrated Exterior Mockups: Construct integratedA!ti of mockup [in accordance with approved Shop Drawings] [as indicated on Draw 1 Coordinate installation of exterior envelope materials and products for which mo��are required in individual specification sections, along with supporting materials. M. Room Mockups: Construct room mock �rporating required terials and assemblies, finished in accordance with requirem �rovid ired li and additional lighting where required to enable Architect t ,ev to q lit of the �ovide room mockups of the following rooms: ` \ 1. Guest Room 1 �G e `Q 1.10 QUALITY CONTROL �� A. Owner Respons' ' s: Where uali y-c I�r`services are indicated as Owner's responsibility, Owner will a qualified testina�pcy to perform these services. 1. Owner will furnish Contra th names, addresses, and telephone numbers of testing agencies engaged an �l2 �r' tion of types of testing and inspecting they are engaged to perform. v 2. Payment for these services will be made from testing and inspecting allowances, as authorized by Change Orders. 3. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor. B. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Perform additional quality -control activities required to verify that the Work complies with requirements, whether specified or not. 1. Unless otherwise indicated, provide quality -control services specified and those required by authorities having jurisdiction. Perform quality -control services required of Contractor by authorities having jurisdiction, whether specified or not. 2. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality -control services. DEMX ARCHITECTURE QUALITY REQUIREMENTS FAYETTEVILLE, AR 01 40 00 -7 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS a. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner. 3. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be performed. 4. Where quality -control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality -control service. 5. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility. 6. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct. C. Manufacturer's Field Services: Where indicated, engage a factory -authorized service representative to inspect field -assembled components and equipment installation, including service connections. Report results in writing as specified in Division 1 Section "Submittal Procedures." D. Manufacturer's Technical Services: Where indic te!, Angage a manufacturer's technical representative to observe and inspect the Wort & Ignufacturer's technical representative's services include participation in preinstallatiorf 41yrences, examination of substrates and conditions, verification of materials, observa n o nstaller activities, inspection of completed portions of the Work, and submittal of wri e ort . ((��/�, E. Retesting/Reinspecting: Regardless f `her oggqigi I tests�eAjhl kctions were Contractor's responsibility, provide quality -cc) se^cl^i r((�L��sting and reinspecting, for construction that replaced Wor sled t ply wi ontract Documents. F. Testing Agency duties. Provide i,*ct and Contractor in performance of tests and inspections. 1. Notify Archi LVd Co %� pr tyj�ef irregularities or deficiencies observed in the Work duri r ormanc ! o its ser. 2. Deter location from ivl45test samples will be taken and in which in -situ tests are c ted. 3. Conduct and interpret test� inspections and state in each report whether tested and inspected work comTM r deviates from requirements. 4. Submit a certified v*4ltA report, in duplicate, of each test, inspection, and similar quality control service t1irough Contractor. 5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work. 6. Do not perform any duties of Contractor. G. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality -control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field curing of test samples. 5. Delivery of samples to testing agencies. DEMX ARCHITECTURE QUALITY REQUIREMENTS FAYETTEVILLE, AR 01 40 00 -8 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 6. Preliminary design mix proposed for use for material mixes that require control by testing agency. 7. Security and protection for samples and for testing and inspecting equipment at Project site. H. Coordination: Coordinate sequence of activities to accommodate required quality -assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. I. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality -control services required by the Contract Documents as a component of the Contractor's quality -control plan. Coordinate and submit concurrently with Contractor's construction schedule. Update as the Work progresses..ww.. 1w�y 1. Distribution: Distribute schedule to Owner, Arc''''ct't2sting agencies, and each party involved in performance of portions of th�Wir where tests and inspections are required. (V\ 1.11 SPECIAL TESTS AND INSPECTIONS A. Special Tests and Inspections: Conad will E gqu esting agency to conduct special tests and it Inspe do h t ties jurisdiction as indicated in Statement of Special Inspectio hed t ect((io�� as follows: B. Special Tests and Inspec o Con by�ISatified testing agency as required by authorities having jurisd' , as in ' in i di al Specification Sections, and as follows: 1. Verifying t �anu detailed fabrication and quality -control procedur review) g the co teness and adequacy of those procedures to perfojMtork. � 2. Noti rchitect and Cont c%f promptly of irregularities and deficiencies observed in the Work during erf r of its services. 3. Submitting a certifie '1�, port of each test, inspection, and similar quality -control service to Architect py to Contractor and to authorities having jurisdiction. 4. Submitting a final report of special tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies. 5. Interpreting tests and inspections and stating in each report whether tested and inspected work complies with or deviates from the Contract Documents. 6. Retesting and reinspecting corrected work. DEMX ARCHITECTURE QUALITY REQUIREMENTS FAYETTEVILLE, AR 01 40 00 -9 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 ACCEPTABLE TESTING AGENCIES A. Contractor shall submit credentials of testing agency to architect/ engineer for approval prior to testing. 3.2 TEST AND INSPECTION LOG A. Prepare a record of tests and inspections. Include the following: 1. Date test or inspection was conducted. /� v' 2. Description of the Work tested or inspected. ` 3. Date test or inspection results were trans o Architect. 4. Identification of testing agency or special n9ptor conducting test or inspection. B. Maintain log at Project site. Post changes codifications as th cur. Provide access to test and inspection log for Architect's ! e duriI�Wmal w hours. 3.3 REPAIR AND PROTECTION `O 6�+ /"N;Z�6 A. General: On completion t ing, i ring,IVtaking, and similar services, repair damaged construction a� ores tes nd fishes. 1. Provide m�pes1 an lytallation requirements specified in other Specifics ' ections matchining substrates and finishes. Restore patched area tend restoratiq�Q Woodining areas with durable seams that are as mvisi possible. C-o'm�p'l7y"�\ 'v the Contract Document requirements for cutting and patching in Division 1 SgI&I Execution Requirements... B. Protect construction expos�`r for quality -control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality -control services. END OF SECTION 00 14 00 DEMX ARCHITECTURE QUALITY REQUIREMENTS FAYETTEVILLE, AR 01 40 00 -to FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 0142 00 - REFERENCES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 DEFINITIONS A. General: Basic Contract definitions are included in the Con 'tions of the Contract. B. "Approved": When used to convey Architect's action Jn %,ontractor's submittals, applications, and requests, "approved" is limited to Architect's ges O1�and responsibilities as stated in the Conditions of the Contract. v C. "Directed": A command or instruction b Titect. Other ter including "requested," authorized," "selected," "required," and " ed" the sam mg as "directed." D. "Indicated": Requirements expres d by W repr s or in written form on Drawings, in Specifications, and�{oiji r Con *bocur they terms including "shown," "noted," "scheduled" and "spUi i ave a meA as "indicated." E. "Regulations": Laws, or es, s titi�s, and jurisdiction, and rul entio d a19 control performance e W ��``` F. "Furnish": p II and deliver to Pr jecTViite, installation, nd imilar operations % I orders issued by authorities having within the construction industry that ready for unloading, unpacking, assembly, G. "Install": Operations at P eeS I including unloading, temporarily storing, unpacking, assembling, erecting, placgf aifchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and sim7W operations. , H. "Provide": Furnish and install, complete and ready for the intended use. I. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. 1.3 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. DEMX ARCHITECTURE REFERENCES FAYETTEVILLE, AR 01 42 00-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. 1.4 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Thomson Gale's "Encyclopedia of Associations" or in Cumbia Books' "National Trade & Professional Associations of the U.S." ^ VC B. Industry Organizations: Where abbreviations and Iftems are used in Specifications or other Contract Documents, they shall mean the reco ame of the entities in the following list. Names, telephone numbers, and Web sites are ject to change and are believed to be accurate and up-to-date as of the date of thtract Documents. AA Aluminum Association, Inc. ^\�%' P e) (703) 358-2960 www.aluminum.org .( J AAADM American Associ on utoor M urers (216) 241-7333 www.aaadm.coq eJ Q AABC Associat d QIance it ` (202) 737-0202 www.aa` om AAMA c GwArchitect�Ma fa rers Association (847) 303-5664 aamanet.org AASHTO American Assoc i 4; ate Highway and Transportation (202) 624-5800 Officials wwwAransportat .org AATCC American Association of Textile Chemists and Colorists (919) 549-8141 www.aatcc.org ABAA Air Barrier Association of America (866) 956-5888 www.airbarrier.org ABMA American Bearing Manufacturers Association (202) 367-1155 www.abma-dc.org ACI American Concrete Institute (248) 848-3700 www.concrete.org ACPA American Concrete Pipe Association (972) 506-7216 www.concrete-pipe.org DEMX ARCHITECTURE REFERENCES FAYETTEVILLE, AR 01 42 00-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS AEIC Association of Edison Illuminating Companies, Inc. (The) (205) 257-2530 www.aeic.org AF&PA American Forest & Paper Association (800) 878-8878 www.afandpa.org (202) 463-2700 AGA American Gas Association (202) 824-7000 www.aga.org AGC Associated General Contractors of America (The) (703) 548-3118 www.agc.org AHA American Hardboard Association (Now part of CPA) AHAM Association of Home Appliance Manufactured lK (202) 872-5955 www.aham.org - ` I Al Asphalt Institute ('�O (859)288-4960 www.asphaltinstitute.org V AIA American Institute of Archit� (800) 242-3837 www.aia.org (202) 626-7300 AISC American Institute o ae &onstr ��� JJJ (800) 644-2400 www.aisc.org � n.AtJ'/� AG (312) 670-2400 AISI American Iror�('teel I Q(� (202) 452-7100 www.stegl.g[ AITC Ameri Astitute eryprr\ction (303)792-9559 i-glulam.or ALCA As ciated Landsc�tractors of America (Now PLANET - P%\�) al Landcare Network) ALSC American Lumbei9Candard Committee, Incorporated (301) 972-1700 www.alsc.org AMCA Air Movement and Control Association International, Inc. (847) 394-0150 www.amca.org ANSI American National Standards Institute (202) 293-8020 www.ansi.org AOSA Association of Official Seed Analysts, Inc. (405) 780-7372 www.aosaseed.com APA Architectural Precast Association (239) 454-6989 www.archprecast.org APA APA - The Engineered Wood Association (253) 565-6600 DEMX ARCHITECTURE REFERENCES FAYETTEVILLE, AR 01 42 00-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS www.apawood.org APA EWS APA - The Engineered Wood Association; Engineered Wood Systems (See APA - The Engineered Wood Association) API American Petroleum Institute (202) 682-8000 www.api.org ARI Air -Conditioning & Refrigeration Institute (703) 524-8800 www.ari.org ARMA Asphalt Roofing Manufacturers Association (202) 207-0917 www.asphaltroofing.org ASCE American Society of Civil Engineers (800) 548-2723 www.asce.orgDC (703) 295-6300 ASCE/SEI American Society of Civil Engineers/Str�/dl ngineering Institute (See ASCE) V ASHRAE American Society of Heatin rating.3pd Air -Co �hing (800) 527-4723 Engineers `r www.ashrae.org (404) 636-8400 ASME ASME (Internation�I (1(800) 843-2763 Sirnational) (973) 882-1170Americanocejjecha gir`www.asme.ory ASSE Annerica iety i�i Eff��l�t�g (440) 835-3040 wwwlumbir� t/1 ASTM T International ��/ (610) 832-9500 (A erican Society fo��ing and Materials International) www.astm.org AWCI Association of thii'17all and Ceiling Industry (703) 534-8300 www.awci.org AWCMA American Window Covering Manufacturers Association (Now WCMA) AWI Architectural Woodwork Institute (571) 323-3636 www.awinet.org AWPA American Wood Protection Association (205) 733-4077 (Formerly: American Wood Preservers' Association) www.awpa.com AWS American Welding Society (800) 443-9353 www.aws.org (305) 443-9353 DEMX ARCHITECTURE REFERENCES FAYETTEVILLE, AR 01 42 00.4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS AWWA American Water Works Association (800) 926-7337 www.awwa.org (303) 794-7711 BHMA Builders Hardware Manufacturers Association (212) 297-2122 www.buildershardware.com BIA Brick Industry Association (The) (703) 620-0010 www.bia.org BICSI BICSI, Inc. (800) 242-7405 www.bicsi.org (813) 979-1991 BIFMA BIFMA International (616) 285-3963 (Business and Institutional Furniture Manufacturer's Association International) www.bifma.com BISSC Baking Industry Sanitation Standards Commit a (866) 342-4772 www.bissc.org O' BAT Badminton World Federation ` P Z 6-03-9283 7155 (Formerly: IBF - International QadRliuton Federation) A www.internationalbadminto ' CCC Carpet Cushion Council �( (610) 527-3880 www.carpetcushion.& CDA Copper DeveloprpenL,nssoci1 (800) 232-3282 www.copper. Q (212) 251-7200 CEA CanaFct.ca trici AgO�ioj��(613) 230-9263 VY �` t/ 1 CEA on mer Electronics A�tion (866) 858-1555 w ce.org `� (703) 907-7600 CFFA Chemical Fabrics& 5 Association, Inc. (216) 241-7333 www.chemicalfa sandfilm.com CGA Compressed Gas Association (703) 788-2700 www.cganet.com CIMA Cellulose Insulation Manufacturers Association (888) 881-2462 www.cellulose.org (937) 222-2462 CISCA Ceilings & Interior Systems Construction Association (630) 584-1919 www.cisca.org CISPI Cast Iron Soil Pipe Institute (423) 892-0137 www.cispi.org CLFMI Chain Link Fence Manufacturers Institute (301) 596-2583 www.chainlinkinfo.org DEMX ARCHITECTURE REFERENCES FAYETTEVILLE, AR 01 42 00-5 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS CRRC Cool Roof Rating Council (866) 465-2523 www.coolroofs.org (510) 485-7175 CPA Composite Panel Association (301) 670-0604 www.pbmdf.com CPPA Corrugated Polyethylene Pipe Association (800) 510-2772 www.cppa-info.org (202) 462-9607 CRI Carpet and Rug Institute (The) (800) 882-8846 www.carpet-rug.com (706) 278-3176 CRSI Concrete Reinforcing Steel Institute (847) 517-1200 www.crsi.org CSA Canadian Standards Association ^ DC (800) 463-6727 ` (416) 747-4000 O' CSA CSA International (866) 797-4272 (Formerly: IAS - International Ap al rvices) (416) 747-4000 www.csa-international.org .` A CSI Cast Stone Institute^/V� (�� (717) 272-3744 www.caststone.org .( `^� :::JJJ CSI Construction Spe i id%'Pi s`Ins 6�If`he) �� (800) 689-2900 www.csinet.org V e'� ^� (703) 684-0300 CSSB Cedar Sh tiu (604) 820-7700 www.ce eaure CTI I echnologv (281)583-4087 or erly: Cooling TowU4-itute) w cti.org DHI Door and Hardw re 13kitute (703) 222-2010 www.dhi.org EIA Electronic Industries Alliance (703) 907-7500 www.eia.org EIMA EIFS Industry Members Association (800) 294-3462 www.eima.com (770) 968-7945 EJCDC Engineers Joint Contract Documents Committee (703) 295-5000 www.ejdc.org EJMA Expansion Joint Manufacturers Association, Inc. (914) 332-0040 www.ejma.org ESD ESD Association (315) 339-6937 (Electrostatic Discharge Association) DEMX ARCHITECTURE REFERENCES FAYETTEVILLE, AR 01 42 00-6 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS www.esda.org ETL SEMCO Intertek ETL SEMCO (800) 967-5352 (Formerly: ITS - Intertek Testing Service NA) www.intertek.com FIBA Federation Internationale de Basketball 41 22 545 00 00 (The International Basketball Federation) www.fiba.com FIVB Federation Internationale de Volleyball 41 21 345 35 35 (The International Volleyball Federation) www.fivb.ch FM Approvals FM Approvals LLC (781) 762-4300 www.fmglobal.com FM Global FM Global (401) 275-3000 (Formerly: FMG - FM Global) ' www.fmglobal.com f I O FMRC Factory Mutual Research , 6 1/ nn-• (Now FM Global) `^v^� le) FRSA Florida Roofing, Sheet Me461 & Air Cp�n�m�g C s (407) 671-3772 Association, �rO� www.flordaroof. �� FSA Fluid Sealing ation �J Q (610) 971-4850 www.fluiscoomm(��J�//��� FSC Fores e ►a`rdshi il t/7` 49 228 367 66 0 s .org CO GA G sum Association(202) 289-5440 www.gypsum.or�\'" GANA Glass AssociatioritJf North America (785) 271-0208 www.glasswebsite.com GRI (Part of GSI) GS Green Seal (202)872-6400 www.greenseal.org GSI Geosynthetic Institute (610) 522-8440 www.geosynthetic-institute.org HI Hydraulic Institute (973) 267-9700 www.pumps.org HI Hydronics Institute (908)464-8200 www.gamanet.org DEMX ARCHITECTURE REFERENCES FAYETTEVILLE, AR 01 42 00-7 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS HMMA Hollow Metal Manufacturers Association (Part of NAAMM) HPVA Hardwood Plywood & Veneer Association www.hpva.org HPW H. P. White Laboratory, Inc. www.hpwhite.com IAS International Approval Services (Now CSA International) IBF International Badminton Federation (Now BWF) ICEA Insulated Cable Engineers Association, Inc. ^ DC www.icea.net ICRI International Concrete Repair Institut�y www.icri.org V IEC International Electrotechnicttx�ssiop� www.iec.ch IEEE Institute of Electrical6ctron gineerr he www.ieee.org IESNA Illuminating Epring S of No America www.iesr,a J '/�`�` IEST Instit �Q E4nnvi_ron R S`c�pee��and Technology e t.org IGCC In acing Glass CertLfjca{'oCouncil www.igcc.org C' <. IGMA Insulating Glass NrdIS`acturers Alliance www.igmaonline.org ILI Indiana Limestone Institute of America, Inc. www.iliai.com ISO International Organization for Standardization www.iso.ch Available from ANSI www.ansi.org ISSFA International Solid Surface Fabricators Association www.issfa.net ITS Intertek Testing Service NA DEMX ARCHITECTURE FAYETTEVILLE, AR (703) 435-2900 (410) 838-6550 (770)830-0369 (847) 827-0830 41 229190211 (212) 419-7900 (212)248-5000 (847)255-1561 (315)646-2234 (613)233-1510 (812) 275-4426 41 22 749 01 11 (202)293-8020 (877) 464-7732 (702) 567-8150 REFERENCES 01 42 00-8 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS (Now ETL SEMCO) ITU International Telecommunication Union 41 22 730 51 11 www.itu.int/home KCMA Kitchen Cabinet Manufacturers Association (703) 264-1690 www.kcma.org LMA Laminating Materials Association (Now part of CPA) LPI Lightning Protection Institute (800) 488-6864 www.lightning.org MBMA Metal Building Manufacturers Association (216) 241-7333 www.mbma.com A MFMA Maple Flooring Manufacturers Association,A (888) 480-9138 www.maplefloor.org O' MFMA Metal Framing Manufacturers As ciat ,Inc. (312) 644-6610 www.metalframingmfg.org .`^ MH Material Handling (Now MHIA) `^^` J MHIA Material Handling of A{pB` G� (800) 345-1815 www.mhia.org `` /�� (704) 676-1190 MIA Marble In tf Amtf3� (440) 250-9222 www.m sti te. `` MPI t rVamters Ins�e v (888) 674-8937 wv paintinfo.com YY CO (604) 298-7578 MSS Manufacturers S �elal�l tion Society of The Valve and (703) 281-6613 Fittings Indust In www.mss-hq.co NAAMM National Association of Architectural Metal Manufacturers (630) 942-6591 www.naamm.org NACE NACE International (800) 797-6623 (National Association of Corrosion Engineers International) (281) 228-6200 www.nace.org NADCA National Air Duct Cleaners Association (202) 737-2926 www.nadca.com NAGWS National Association for Girls and Women in Sport (800) 213-7193, ext. 453 www.aahperd.org/nagws/ DEMX ARCHITECTURE REFERENCES FAYETTEVILLE, AR 01 42 00-9 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS NAIMA North American Insulation Manufacturers Association (703) 684-0084 www.naima.org NBGQA National Building Granite Quarries Association, Inc. (800) 557-2848 www.nbgqa.com NCAA National Collegiate Athletic Association (The) (317) 917-6222 www.ncaa.org NCMA National Concrete Masonry Association (703) 713-1900 www.ncma.org NCPI National Clay Pipe Institute (262) 248-9094 www.ncpi.org NCTA National Cable & Telecommunications Association (202) 775-2300 www.ncta.com ^ �( NEBB National Environmental Balancing Bure, (301) 977-3698 www.nebb.org NECA National Electrical Contractors AS ation (301) 657-3110 www.necanet.org NeLMA Northeastern Lumber Mad fac urebs�ssociat'o (207) 829-6901 www.nelma.org �� NEMA National Electric �l�E(gnufactssopi�t� (703) 841-3200 www.nema.00W v` NETA InterNatj�T�E•((leecct ' A s�.6tion (888) 300-6382 www. rld.or W (269) 488-6382 NFHS ati al Federation ofSl�jigh School Associations (317) 972-6900 w nfhs.org I NFPA NFPA C•` (800) 344-3555 (National Fire Pro ion Association) (617) 770-3000 www.nfpa.org NFRC National Fenestration Rating Council (301) 589-1776 www.nfrc.org NGA National Glass Association (866) 342-5642 www.glass.org (703) 442-4890 NHLA National Hardwood Lumber Association (800) 933-0318 www.natlhardwood.org (901) 377-1818 NLGA National Lumber Grades Authority (604) 524-2393 www.nlga.org NOFMA NOFMA: The Wood Flooring Manufacturers Association (901) 526-5016 DEMX ARCHITECTURE REFERENCES FAYETTEVILLE, AR 01 42 00-10 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS (Formerly: National Oak Flooring Manufacturers Association) www.nofma.com NOMMA National Ornamental & Miscellaneous Metals Association (888) 516-8585 www.nomma.org NRCA National Roofing Contractors Association (800) 323-9545 www.nrca.net (847) 299-9070 NRMCA National Ready Mixed Concrete Association (888) 846-7622 www.nrmca.org (301) 587-1400 NSF NSF International (800) 673-6275 (National Sanitation Foundation International) (734) 769-8010 www.nsf.org NSSGA National Stone, Sand & Gravel Association A11K (800) 342-1415 www.nssga.org (703) 525-8788 NTMA National Terrazzo & Mosaic AssociayEli�. (The) (800) 323-9736 www.ntma.com V (540) 751-0930 NTRMA National Tile Roofing ManufjC o Ass on e) (Now TRI) �V) NWWDA National Wood Wind'''+++'''oordation��► (Now W D MA)���f OPL O t yAp�Btorie (Nowow ITS ITS PCI Preca tf�ilstresse'nrette (312) 786-0300 org PDCA Pa ting & Decoratin& `t�tors of America (800) 332-7322 www.pdca.com �)`�, (314) 514-7322 PDI Plumbing & Drainn Institute (800) 589-8956 www.pdionline.org (978) 557-0720 PGI PVC Geomembrane Institute (217) 333-3929 http://pgi-tp.ce.uiuc.edu PLANET Professional Landcare Network (800)395-2522 (Formerly: ACLA - Associated Landscape Contractors of (703) 736-9666 America) www.landcarenetwork.org PTI Post -Tensioning Institute (602) 870-7540 www.post-tensioning.org RCSC Research Council on Structural Connections www.boltcouncii.org DEMX ARCHITECTURE REFERENCES FAYETTEVILLE, AR 01 42 00-11 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS RFCI Resilient Floor Covering Institute (301) 340-8580 www.rfci.com RIS Redwood Inspection Service (888) 225-7339 www.redwoodinspection.com (415) 382-0662 SAE SAE International (877)606-7323 www.sae.org (724) 776-4841 SDI Steel Deck Institute (847) 458-4647 www.sdi.org SDI Steel Door Institute (440) 899-0010 www.steeldoor.org SEFA Scientific Equipment and Furniture Associatja� DC (877) 294-5424 www.sefalabs.com - ` (516) 294-5424 ^``I SEI/ASCE Structural Engineering Institute/Ame/�lASbciety of Civil Engineers (See ASCE) .` eJ SGCC Safety Glazing Certificationil (315) 646-2234 www.sgcc.org 1 4 `^. JJJ SIA Security Industry QQ��s Qon �� (866) 817-8888 www.siaonline.c16( (703) 683-2075 SIGMA Sealed In &Q;Glas ( ffaacturr s Association (Now IG P� `�/(�7``% SJI 11st institut ` [w' v (843) 626-1995 w steeljoist.org v`� J SMA Screen Manufacty�*��CAciation (561) 533-0991 www.smacentra or ` SMACNA Sheet Metal and Air Conditioning Contractors' (703) 803-2980 National Association www.smacna.org SMPTE Society of Motion Picture and Television Engineers (914) 761-1100 www.smpte.org SPFA Spray Polyurethane Foam Alliance (800) 523-6154 (Formerly: SPI/SPFD - The Society of the Plastics Industry, Inc.; Spray Polyurethane Foam Division) www.sprayfoam.org SPIB Southern Pine Inspection Bureau (The) (850) 434-2611 www.spib.org DEMX ARCHITECTURE REFERENCES FAYETTEVILLE, AR O1 42 00-12 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SPRI Single Ply Roofing Industry (781) 647-7026 www.spri.org SSINA Specialty Steel Industry of North America (800) 982-0355 www.ssina.com (202) 342-8630 SSPC SSPC: The Society for Protective Coatings (877) 281-7772 www.sspc.org (412) 281-2331 STI Steel Tank Institute (847) 438-8265 www.steeltank.com SWI Steel Window Institute (216) 241-7333 www.steelwindows.com SWRI Sealant, Waterproofing, & Restoration Institute w (816) 472-7974 www.swrionline.org �( TCA Tile Council of America, Inc. O� (Now TCNA) ` TCNA Tile Council of North America, Ipc V A (864) 646-8453 www.tileusa.com 6 rle4 (�TIA/EIA Telecommunications lndu�t�sgcitr Agstries (703) 907-7700 Alliance�O www.tiaonline.or v TMS The Masonry �GJ Q (303) 939-9700 www.maKoV9 et��y..o�//�� TPI Truss t Institut�rrle t/�` (703) 683-1010 st.org TPI T grass ProducersOational (800) 405-8873 www.turfgrassso (847) 649-5555 TRI Tile Roofing Inst1 (312) 670-4177 www.tileroofing.org UL Underwriters Laboratories Inc. (877) 854-3577 www.ul.com (847) 272-8800 UNI Uni-Bell PVC Pipe Association (972) 243-3902 www.uni-bell.org USAV USA Volleyball (888) 786-5539 www.usavolleyball.org (719) 228-6800 USGBC U.S. Green Building Council (800) 795-1747 www.usgbc.org USITT United States Institute for Theatre Technology, Inc. (800) 938-7488 DEMX ARCHITECTURE - REFERENCES FAYETTEVILLE, AR 01 42 00-13 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS www.usitt.org (315) 463-6463 WASTEC Waste Equipment Technology Association (800) 424-2869 www.wastec.org (202) 244-4700 WCLIB West Coast Lumber Inspection Bureau (800) 283-1486 www.wclib.org (503) 639-0651 WCMA Window Covering Manufacturers Association (212) 297-2122 www.wcmanet.org WCSC Window Covering Safety Council (800) 506-4636 (Formerly: WCMA - Window Covering Manufacturers (212) 297-2109 Association) www.windowcoverings.org WDMA Window & Door Manufacturers Association ^ DC (800) 223-2301 (Formerly: NWWDA - National Wood Window d Door (847) 299-5200 Association) O' www.wdma.com (� WI Woodwork Institute (Formerly:.W6W0000dwork Institut (916) 372-9943 California) ^� www.wicnet.org WIC Woodwork Institute Ikaa mia (Now WI) �/'`� i WMMPA Wood Mouldi 1o,Willwor u :ers ociation (800) 550-7889 www.wmtn ^^ ``� (530) 661-9591 WSRCA West 7 tes Ro RonAr Association (800) 725-0333 rca.com J (650) 570-5441 WWPA ern Wood Prodti�ssociation (503) 224-3930 www.wwpa.org C. Code Agencies: Where abDrgviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. IAPMO International Association of Plumbing and Mechanical Officials (909) 472-4100 www.iapmo.org ICC International Code Council (888) 422-7233 www.iccsafe.org ICC-ES ICC Evaluation Service, Inc. (800) 423-6587 www.icc-es.org (562) 699-0543 UBC Uniform Building Code (See ICC) DEMX ARCHITECTURE REFERENCES FAYETTEVILLE, AR 01 42 00-14 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS D. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. CE Army Corps of Engineers (202) 761-0011 www.usace.army.mil CPSC Consumer Product Safety Commission (800) 638-2772 www.cpsc.gov (301) 504-7923 DOC Department of Commerce (202) 482-2000 www.commerce.gov DOD Department of Defense (215) 697-6257 http://.dodssp.daps.dla.mil w DOE Department of Energy (202) 586-9220 www.energy.gov O' EPA Environmental Protection Agency �/ (202) 272-0167 www.epa.gov FAA Federal Aviation Administration v �` ]{� (866) 835-5322 www.faa.gov ��.( FCC Federal Communications I; mm sion ^(888) 225-5322 www.fcc.gov �+�, ^,` Q FDA Food and Drug Adrryh�3vtian �{� (888) 463-6332 www.fda.gov �� e�l( GSA General $ocvleldministra on (800) 488-3111 www.gs o vv�`` HUD Department of Housing a 'J Aw Development (202) 708-1112 www.hud.gov V LBL Lawrence Berkeley National Laboratory (510) 486-4000 www.lbi.gov NCHRP National Cooperative Highway Research Program (See TRB) NIST National Institute of Standards and Technology (301) 975-6478 www.nist.gov OSHA Occupational Safety & Health Administration (800) 321-6742 www.osha.gov (202) 693-1999 PBS Public Buildings Service (See GSA) DEMX ARCHITECTURE REFERENCES FAYETTEVILLE, AR 01 42 00-15 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS PHS Office of Public Health and Science www.osophs.dhhs.gov/ophs RUS Rural Utilities Service (See USDA) SO State Department www.state.gov TRB Transportation Research Board http://gulliver.trb.org USDA Department of Agriculture www.usda.gov USPS Postal Service www.usps.com E. Standards and Regulations: other Contract Documents, regulations in the following change and are believed t o CFR Code of Frfvoernn ulai* nn�' �'"�`J (866) 512-1800 Available P tir (202) 512-1800 www. v/cfrJlndex.lyml�/ ♦ %V DOD Depart ent of Defense Mi�Specifications and Standards (215) 697-2664 Available from Depart fense Single Stock Point http://dodssp.daps. DSCC Defense Supply Center Columbus (See FS) FED -STD Federal Standard (See FS) FS Federal Specification (215) 697-2664 Available from Department of Defense Single Stock Point http://dodssp.daps.dia.mil Available from Defense Standardization Program www.dps.dla.mil Available from General Services Administration (202) 619-8925 www.gsa.gov DEMX ARCHITECTURE REFERENCES FAYETTEVILLE, AR 01 42 00-16 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS Available from National Institute of Building Sciences (202) 289-7800 www.wbdg.org/ccb FTMS Federal Test Method Standard (See FS) MIL (See MILSPEC) MIL -STD (See MILSPEC) MILSPEC Military Specification and Standards (215) 697-2664 Available from Department of Defense Single Stock Point http://dodssp.daps.dla.mil UFAS Uniform Federal Accessibility Standards (800) 872-2253 Available from Access Board /► DC (202) 272-0080 www.access-board.gov - ` I F. State Government Agencies: Where abbreviationacronyms are used in Specifications or other Contract Documents, they Shall m§dat h ecognized name of the entities in the following list. 'Names, telephone numb4d Web sites are s ect to change and are believed to be accurate and up-to-date�he Cont3Oacuments. CBHF State of California, Department of GQnsumer AfL urea e (800) 952-5210 Furnishings and Thermal Ins www.dca.ca.gov/bhfti ^� ^� (916) 574-2041 CCR California Code of Regjo� Q (916) 323-6815 www.calregs.com �K CPUC California Publ� ii 1tiees Corn ♦/�` (415) 703-2782 www.cpuc ` %C TFS Texas Fores ervice (979) 458-6650 Forest Resource eveloprnpo http://txforestservice.tam .ed PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01420 DEM% ARCHITECTURE REFERENCES FAYETTEVILLE, AR 01 42 00-17 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 0145 33 CODE -REQUIRED SPECIAL INSPECTIONS PART1 GENERAL 1.01 SECTION INCLUDES A. Code -required special inspections. B. Testing services incidental to special inspections. C. Submittals. D. Manufacturers' field services. E. Fabricators' field services. 1.02 RELATED REQUIREMENTS A. Section 01 30 00 - Administrative Requirements: Submittargiocedures. B. Section 01 40 00 - Quality Requirements. ��JJCC 1.03 DEFINITIONS A. Code or Building Code: ICC (IBC)-2012 Edition dternational Building Code and specifically, Chapter 17 - Special Inspection nd sts. B. Authority Having Jurisdiction (AHJ): Agp� ndi ' ual official) Pipowered to enforce the building, fire and life safety code requi of the fitting coon in which the Project is located. + C. Special lnspection: 1. Special inspections are'nsons ing oIs, installation, fabrication, erection or placement pone d c s mandated by the AHJ that also require special exp o ens plian it the approved contract documents and the referencldard 2. Special inspe are o ependent of tests and inspections conducted er or tar `purposes of quality assurance and contract admin' o 1.04 REFERENCE STRDS A. ACI 318 - Building Code RequireZfie for Structural Concrete and Commentary; 2014 (Errata 2017). B. AISC 360 - Specification for ctural Steel Buildings; 2016. C. ASCE 7 - Minimum Design Loads and Associated Criteria for Buildings and Other Structures; Most Recent Edition Cited by Referring Code or Reference Standard. D. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement; 2016. E. ASTM C31 /C31 M - Standard Practice for Making and Curing Concrete Test Specimens in the Field; 2017. F. ASTM C172/C172M - Standard Practice for Sampling Freshly Mixed Concrete; 2014a. G. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction; 2012a. H. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection; 2018. I. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing; 2015. DEMX ARCHITECTURE CODE -REQUIRED SPECIAL INSPECTIONS FAYETTEVILLE, AR 01 45 33-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS J. AWS D1.1/DI.I M -Structural Welding Code -Steel; 2015, with Errata (2016). K. ICC (IBC) - International Building Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. 1.05 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Special Inspection Agency Qualifications: Prior to the start of work, the Special Inspection Agency shall: 1. Submit agency name, address, and telephone number, names of full time registered Engineer and responsible officer. C. Testing Agency Qualifications: Prior to the start of work, the Testing Agency shall: 1. Submit agency name, address, and telephone number, and names of full time registered Engineer and responsible officer. D. Special Inspection Reports: After each special inspection, Special Inspector shall promptly submit two copies of report; one to Architect and one to thJ. 1. Include: /►`�JC a. Date issued. O' b. Project title and number. c. Name of Special Inspector. d. Date and time of special inspectio e. Identification of product and s 4 ' ion�tion. f. Location in the Project. �` [� g. Type of special inspection& h. Date of special inspe I �x i. Results of special ins loin. a j. Compliance withPe act Doc a ts. /�•/(�� 2. Final Special Inspec 'ort: ment IfoiaTinspections and correction of discrepancies pri ta he woi%, E. Test Reports: Afte test let i ckcli9P�/�i¢tly submit two copies of report; one to Architect and o J. Yam` \(7 v a. D e' sued. b. Project title and numtV c. Name of inspectoo����••• ))) d. Date and time of ling or inspection. e. Identification of product and specifications section. f. Location in the Project. g. Type of test or inspection. h. Date of test or inspection. i. Results of test or inspection. j. Compliance with Contract Documents. 1.06 SPECIAL INSPECTION AGENCY A. Owner or Architect will employ services of a Special Inspection Agency to perform inspections and associated testing and sampling in accordance with ASTM E329 and required by the building code. B. The Special Inspection Agency may employ and pay for services of an independent testing agency to perform testing and sampling associated with special inspections and required by the building code. C. Employment of agency in no way relieves Contractor of obligation to perform work in accordance with requirements of Contract Documents. DEMX ARCHITECTURE CODE -REQUIRED SPECIAL INSPECTIONS FAYETTEVILLE, AR 01 45 33-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 1.07 TESTING AND INSPECTION AGENCIES A. Owner or Architect may employ services of an independent testing agency to perform additional testing and sampling associated with special inspections but not required by the building code. B. Employment of agency in no way relieves Contractor of obligation to perform workin accordance with requirements of Contract Documents. 1.08 QUALITY ASSURANCE A. Special Inspection Agency Qualifications: 1. Independent firm specializing in performing testing and inspections of the type specified in this section. B. Testing Agency Qualifications: 1. Independent firm specializing in performing testing and inspections of the type specified in this section. PART 2 PRODUCTS - NOT USED A_ PART 3 EXECUTION �JC 3.01 SCHEDULE OF SPECIAL INSPECTIONS, GENERAL �(\�)� A. Frequency of Special Inspections: Special Inspec>ro�s are indicated as continuous or periodic. V 1. Continuous Special Inspection: Speww� Ibn pection Agency shoq a present in the area where the work is being perform eQga�bserv�it>vork atiwlies the work is in progress. vv CC 2. Periodic Special Inspection: ial In sB Rl Age SO, be present in the area where work is being perfo nd ob a wo `� time or intermittently and at the completion of the k. •/�[�J' 3.02 SPECIAL INSPECTION AGEN .ES AN PONk)ILT IES A. Special Inspection c all: 1. Verify samplej.1%1pnitte '�% n a�c�Soy�I ply with the referenced standards and the approved c t docurr` dti 2. Provid ed personn at� jq C perate with Architect and Contractor in perfor ar a of services. `7 3. Perform specified samplip testing of products in accordance with specified reference standards. 4. Ascertain compliance f rr`terials and products with requirements of Contract Documents. 5. Promptly notify Architect and Contractor of observed irregularities or non-compliance of work or products. 6. Perform additional tests and inspections required by Architect. 7. Attend preconstruction meetings and progress meetings. 8. Submit reports of all tests or inspections specified. B. Limits on Special Inspection Agency Authority: 1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents. 2. Agency may not approve or accept any portion of the work. 3. Agency may not assume any duties of Contractor. 4. Agency has no authority to stop the work. C. Re -testing required because of non-compliance with specified requirements shall be performed by the same agency on instructions by Architect. DEMX ARCHITECTURE CODE -REQUIRED SPECIAL INSPECTIONS FAYETTEVILLE, AR 01 45 33-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS D. Re -testing required because of non-compliance with specified requirements shall be paid for by Contractor. 3.03 TESTING AGENCY DUTIES AND RESPONSIBILITIES A. Testing Agency Duties: 1. Test samples submitted by Contractor. 2. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of services. 3. Perform specified sampling and testing of products in accordance with specified standards. 4. Ascertain compliance of materials and mixes with requirements of Contract Documents. 5. Promptly notify Architect and Contractor of observed irregularities or non-compliance of work or products. 6. Perform additional tests and inspections required by Architect. 7. Attend preconstruction meetings and progress meetings. 8. Submit reports of all tests or inspections specified. B. Limits on Testing or Inspection Agency Authority: 1. Agency may not release, revoke, alter, or enlar�gyl r quirements of Contract Documents. �. 2. Agency may not approve or accept any 3. Agency may not assume any duties of I 4. Agency has no authority to stop t C. On instructions by Architect, perform re specified requirements, using the sate ager D. Contractor will pay for requirements. 3.04 CONTRACTOR DUTIES AND A. Contractor Res 1. Deliver to the work. equi d eca ( Fgon-compliance with �f nopliance with specified Q AVVV samples of materials for special 2. Coope l%jh agency ana laboWor ersonnel; provide access to the work, to manu ct Jeers' facilities, and ?Vicators' facilities. 3. Provide Incidental labor lities: a. To provide accesipft th be tested or inspected. b. To obtain and ha le amples at the site or at source of Products to be tested or inspected. c. To facilitate tests or inspections. d. To provide storage and curing of test samples. 4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing or inspection services. 5. Arrange with Owner's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements. END OF SECTION DEMX ARCHITECTURE CODE -REQUIRED SPECIAL INSPECTIONS FAYETTEVILLE, AR 01 45 33-4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes requirements for temporary utilities, sppport facilities, and security and protection facilities. ^ �( B. Related Sections: O' 1. Division 1 Section "Summary" for limit Nons on work restrictions and utility interruptions. 2. Division 2 Section "Dewatering" fy� al a nd wat #4 ct site. 3. Division 2 Section "Cement Con Paveme or cgal rr tion and maintenance of cement concrete pavement I0 empora�y�ads an p as. 1.3 USE CHARGES A. General: Installation a oval use c�rg for temporary facilities shall be included in the Contract Su s ofr 's i iiyCl] B. Sewer Servi ©ntractor wiR pay�w r sA�Fier service use charges for sewer usage by all entities for rns'ruction operations J C. Water Service: Contractor water water service use charges for water used by all entities for construction operations VV D. Electric Power Service: Contractor will pay for electric power service use charges for electricity used by all entities for construction operations. 1.4 INFORMATIONAL SUBMITTALS A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for construction personnel. B. Erosion- and Sedimentation -Control Plan: Show compliance with requirements of EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent. C. Moisture -Protection Plan: Describe procedures and controls for protecting materials and construction from water absorption and damage, including delivery, handling, and storage provisions for materials subject to water absorption or water damage, discarding water- DEMX ARCHITECTURE TEMPORARY FACILITIES AND CONTROLS FAYETTEVILLE, AR 01 50 00-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS damaged materials, protocols for mitigating water intrusion into completed Work, and replacing water damaged Work. Indicate sequencing of work that requires water, such as sprayed fire -resistive materials, plastering, and terrazzo grinding, and describe plans for dealing with water from these operations. Show procedures for verifying that wet construction has dried sufficiently to permit installation of finish materials. D. Dust -Control and HVAC-Control Plan: Submit coordination drawing and narrative that indicates the dust -control and HVAC-control measures proposed for use, proposed locations, and proposed time frame for their operation. Identify further options if proposed measures are later determined to be inadequate. Include the following: 1. Locations of dust -control partitions at each phase of the work. 2. HVAC system isolation schematic drawing. 3. Location of proposed air filtration system discharge.w 4. Other dust -control measures. ^ �K 5. Waste management plan. ` O' 1.5 QUALITY ASSURANCE A. Electric Service: Comply with NECA, l 11 I(d Ul r ndards i&ulations for temporary electric service. Install service to court`pp h NFPA B. Tests and Inspections: Arran tc� o l�thori •wing ' ion to test and inspect each temporary utility before use.Qbf'Jipquir �ific''ati d permits. C. Accessible Temporary E psi Com SapplfQ6ble provisions in the U.S. Architectural & Transportation Bari ompli Boar J A -ABA Accessibility Guidelines and ICC/ANSI Al17.1 if ted e .` 1.6 PROJECT CrjN9 NS �� J A. Temporary Use of Permaner]i.�afyt' ice: Engage installer of each permanent service to assume responsibility for operation, nance, and protection of each permanent service during its use as a construction facilij)`6efore Owner's acceptance, regardless of previously assigned responsibilities. PART 2 - PRODUCTS 2.1 MATERIALS A. Chain -Link Fencing: Minimum 2-inch (50-mm), 0.148-inch- (3.8-mm-) thick, galvanized steel, chain -link fabric fencing; minimum 6 feet (1.8 m) high with galvanized steel pipe posts; minimum or as directed by City of Fayetteville. B. Wood Enclosure Fence: Plywood, 6 feet (1.8 m) or 8 feet (2.4 m) high, framed with four 2-by- 4-inch (50-by-100-mm) rails, with preservative -treated wood posts spaced not more than 8 feet (2.4 m) apart. DEMX ARCHITECTURE TEMPORARY FACILITIES AND CONTROLS FAYETTEVILLE, AR 01 50 00-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS C. Polyethylene Sheet: Reinforced, fire -resistive sheet, 10 mils (0.25 mm) minimum thickness, with flame -spread rating of 15 or less per ASTM E 84. D. Dust Control Adhesive -Surface Walk -off Mats: Provide mats minimum 36 by 60 inches (914 by 1624 mm). E. Insulation: Unfaced mineral -fiber blanket, manufactured from glass, slag wool, or rock wool; with maximum flame -spread and smoke -developed indexes of 25 and 50, respectively. 2.2 TEMPORARY FACILITIES A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature B. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction omerations. 1. Store combustible materials apart from building.- O' 2.3 EQUIPMENT A. Fire Extinguishers: Portable, UL rate lass extingyt}1' ��9 agent as required by locations and classes of fire exposures. `'� l l► B. HVAC Equipment: Unless Own t u&rizes,6�af per m HVAC system, provide vented, self-contained, liquid-propa& or f heate��j[h individual space thermostatic control.. G �` Q(� 1. Use of gasoline- g sp �aters, n Tlame heaters, or salamander -type heating units is prohi 2. Heating U isted a� ledtip y�ie of fuel being consumed, by a testing agency acceQne t authorities awn uriyi ction, and marked for intended use. 3. PermHVAC System: oner authorizes use of permanent HVAC system for tempuse during conjuAtion, provide filter with MERV of 8 at each return air grille in system and remove.Attftcl construction C. Air Filtration Units: HEPA pn}Ad'ry and secondary filter -equipped portable units with four -stage filtration. Provide single switch for emergency shutoff. Configure to run continuously. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work. Locate facilities to limit site disturbance as specified in Division 1 Section "Summary." DEMX ARCHITECTURE TEMPORARY FACILITIES AND CONTROLS FAYETTEVILLE, AR 01 50 00-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3.2 TEMPORARY UTILITY INSTALLATION A. General: Install temporary service or connect to existing service. Arrange with utility company, Owner, and existing users for.time when service can be interrupted, if necessary, to make connections for temporary services. B. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully. Connect temporary sewers to municipal system as directed by authorities having jurisdiction. C. Water Service: Install water service and distribution pipjgg�tizes and pressures adequate for construction. D. Sanitary Facilities: Provide temporary toilets, construction personnel. Comply with requir number, location, operation, and maintenaocd E. Heating: Provide temporary heating completed installations or for prote temperatures or high humiditW.,I completed installations or elVe 7 F. Ventilation and Humidity-20 activities for curing r of from adverse effect,►gh I completed instal or el tcilities, and drinking water for use of authorities having jurisdiction for type, > and facilities Vs for curing or drying of adverse effects of low have a harmful effect on ,Fary ventilation required by construction b ns or for protecting installed construction 1pment that will not have a harmful effect on led. Coordinate ventilation requirements to produce am nf,c ndition req red ark mMnize energy consumption. ♦ %V 1. ProvidWehumidification ms when required to reduce substrate moisture levels to level required to allow ' t n or application of finishes. G. Electric Power Service: C ect to Owner's existing electric power service. Maintain equipment in a condition acceptable to Owner. H. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations. 1. Install electric power service overhead or underground, unless otherwise indicated. I. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions. 1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system. 2. Install lighting for Project identification sign. J. Telephone Service: Provide temporary telephone service for use by all construction personnel. DEMX ARCHITECTURE TEMPORARY FACILITIES AND CONTROLS FAYETTEVILLE, AR 01 50 00-4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS At each telephone, post a list of important telephone numbers. a. Police and fire departments. b. Ambulance service. C. Contractor's home office. d. Architect's office. e. Engineers' offices. f. Owner's office. g. Principal subcontractors' field and home offices. 2. Provide superintendent with cellular telephone or portable two-way radio for use when away from field office. 3.3 SUPPORT FACILITIES INSTALLATION A. General: Comply with the following: ^ D( 1. Provide construction for temporary off��Aops, and sheds located within construction area or within 30 feet (9 M building lines that is noncombustible according to ASTM E 136. Comply wlt NF 41. 2. Maintain support facilities until Arclli chedules Substanfi4l Completion inspection. Remove before Substantial C n. sonnet ling after Substantial Completion will be permitted to urmanen acilities conditions acceptable to Owner. od` B. Temporary Roads and Paved 1�rPons 11>�Pnd m ' �tmporary roads and paved areas adequate for construction ations '\otate�ry roads and paved areas within construction limits indic a Dra 1. Provide dust- I ti ttaj�tj$\Z blluting and nontracking. Reapply treatment as require nimize `` ,R C. Temporary se Permanent Roo (b1 Paved Areas: Locate temporary roads and paved areas in sa location as p9gii4jent roads and paved areas. Construct and maintain temporary roads and pave equate for construction operations. Extend temporary roads and paved areas, w hin nstruction limits indicated, as necessary for construction operations. 1. Coordinate elevations of temporary roads and paved areas with permanent roads and paved areas. 2. Prepare subgrade and install subbase and base for temporary roads and paved areas according to Division 2 Section "Earthwork." 3. Recondition base after temporary use, including removing contaminated material, regrading, proofrolling, compacting, and testing. 4. Delay installation of final course of permanent hot -mix asphalt pavement until immediately before Substantial Completion. Repair hot -mix asphalt base -course pavement before installation of final course according to Division 2 Section "Asphalt Paving." D. Traffic Controls: Comply with requirements of authorities having jurisdiction. Protect existing site improvements to remain including curbs, pavement, and utilities. DEMX ARCHITECTURE TEMPORARY FACILITIES AND CONTROLS FAYETTEVILLE, AR 01 50 00-5 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 2. Maintain access for fire -fighting equipment and access to fire hydrants. E. Parking: Provide temporary parking areas for construction personnel. F. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction. Maintain Project site, excavations, and construction free of water. 1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties nor endanger permanent Work or temporary facilities. 2. Remove snow and ice as required to minimize accumulations. G. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted. 1. Identification Signs: Provide Project identification signs for the project. 2. Temporary Signs: Provide other signs as indicated and as required to inform public and individuals seeking entrance to Project. w a. Provide temporary, directional signs for co�ns�uction personnel and visitors. I (� 3. Maintain and touchup signs so they are I�Isat all times. H. Waste Disposal Facilities: Comply wjtkpuirements specif�i •in Division 1 Section "Construction Waste Management." �VVVVVV P V I. Waste Disposal Facilities: Provide �s�oU, conta' sizes adequate to handle waste from construction opeg(t(oi1s. Co ►with �ents of authorities having jurisdiction. Comply with Diy. -60. Sect cutigO wrements" for progress cleaning requirements. V (� J. Lifts and Hoists: Pr vi>ilities a saryf``oi3'ting materials and personnel. 1. Truck cra l Ysimil es 1ibr hoisting materials are considered "tools and equip rrt�nd not temp rary f ili � ♦ Z5 K. Temporary E ator Use: Use of``tors is not permitted L. Temporary Stairs: Until perriar>R7tt stairs are available, provide temporary stairs where ladders are not adequate. v M. Existing Stair Usage: Use of Owner's existing stairs will be permitted, provided stairs are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore stairs to condition existing before initial use. Provide protective coverings, barriers, devices, signs, or other procedures to protect stairs and to maintain means of egress. If stairs become damaged, restore damaged areas so no evidence remains of correction work. N. Temporary Use of Permanent Stairs: Use of new stairs for construction traffic will be permitted, provided stairs are protected and finishes restored to new condition at time of Substantial Completion. DEMX ARCHITECTURE TEMPORARY FACILITIES AND CONTROLS FAYETTEVILLE, AR 01 50 00-6 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. Comply with work restrictions specified in Division 1 Section "Summary." B. Temporary Erosion and Sedimentation Control: Comply with requirements of 2003 EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent and requirements specified in Division 2 Section "Site Clearing." C. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of soil -bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and walkways, according to erosion- and sedimentation -control Drawings or requirements of 2003 EPA Construction General Permit�pr authorities having jurisdiction, whichever is more stringent. 4 t& 1. Verify that flows of water redirected fr"ohstruction areas or generated by construction activity do not enter or crosnL*.Ar plant- protection zones. 2. Inspect, repair, and maintain erosio aritVsedimentation -control measures during construction until permanent vegetati s been establishe 3. Clean, repair, and restore adjo01rirlig"', ert(s`andOjj ected by erosion and sedimentation from the project she urse oct. 4. Remove erosion and sedimer>�ition coDtr2nd r sabilize areas disturbed during removal. �c `I �` D. Stormwater Control: Complyrptth re nts �orities having jurisdiction. Provide barriers in and around epsilons a grade�istruction to prevent flooding by runoff of stormwater from heavl{[r ^ `1� E. Tree and Plant Pr ton: Co �th I�pEl invents of City of Fayetteville. F. Tree and PI nt rotection: Install rcorary fencing located as indicated or outside the drip line of trees protect veg6ta om damage from construction operations. Protect tree root systems from damage, , nd erosion. G. Pest Control: Engage pest-ol service to recommend practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals so Project will be free of pests and their residues at Substantial Completion. Obtain extended warranty for Owner. Perform control operations lawfully, using environmentally safe materials. H. Site Enclosure Fence: Prior to commencing earthwork, furnish and install site enclosure fence in a manner that will prevent people and animals from easily entering site except by entrance gates. 1. Extent of Fence: As required to enclose entire Project site or portion determined sufficient to accommodate construction operations 2. Maintain security by limiting number of keys and restricting distribution to authorized personnel. Furnish one set of keys to Owner. DEMX ARCHITECTURE TEMPORARY FACILITIES AND CONTROLS FAYETTEVILLE, AR 01 50 00-7 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS I. Security Enclosure and Lockup: Install temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Lock entrances at end of each work day. J. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting. K. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction. L. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior. 1. Where heating or cooling is needed and permanent enclosure is not complete, insulate temporary enclosures. w M. Temporary Fire Protection: Install and maintain tempory fire -protection facilities of types needed to protect against reasonably predictable( controllable fire losses. Comply with NFPA 241. 1v 1. Prohibit smoking in construction arePquirienmeVs - IV• 2. Supervise welding operations, -ttempora Qting units, and similar sources of fire ignition according of aut t having jurisdiction. 3. Develop and supervise an ove II fire-prR on &OCedures. �c on program for personnel at Project site. Review n h loc�epaand establish procedures to be followed. Instruct ors I in� ds Post warnings and information. 's Rr!�rotection. 4. Provide temporarypipes ses Hang hoses with a warning sign stating t a are� prot urposes only and are not to be removed. Match hose�th o le ile n¢c ith suitable nozzles. 3.5 MOISTUREONDOLD CONTROL �`% (:��j/�111111`` A. Contractor's Moisture -Prot e : Avoid trapping water in finished work. Document visible signs of mold that m((yvva ear during construction. B. Exposed Construction Phase: Before installation of weather barriers, when materials are subject to wetting and exposure and to airborne mold spores, protect as follows: 1. Protect porous materials from water damage. 2. Protect stored and installed material from flowing or standing water. 3. Keep porous and organic materials from coming into prolonged contact with concrete. 4. Remove standing water from decks. 5. Keep deck openings covered or dammed. C. Partially Enclosed Construction Phase: After installation of weather barriers but before full enclosure and conditioning of building, when installed materials are still subject to infiltration of moisture and ambient mold spores, protect as follows: 1. Do not load or install drywall or other porous materials or components, or items with high organic content, into partially enclosed building. DEMX ARCHITECTURE TEMPORARY FACILITIES AND CONTROLS FAYETTEVILLE, AR 01 50 00-8 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 2. Keep interior spaces reasonably clean and protected from water damage. 3. Periodically collect and remove waste containing cellulose or other organic matter. 4. Discard or replace water -damaged material. 5. Do not install material that is wet. 6. Discard, replace or clean stored or installed material that begins to grow mold. 7. Perform work in a sequence that allows any wet materials adequate time to dry before enclosing the material in drywall or other interior finishes. D. Controlled Construction Phase of Construction: After completing and sealing of the building enclosure but prior to the full operation of permanent HVAC systems, maintain as follows: 1. Control moisture and humidity inside building by maintaining effective dry -in conditions. 2. Use permanent HVAC system to control humidity. 3. Comply with manufacturer's written instructions for temperature, relative humidity, and exposure to water limits. a. Hygroscopic materials that may suppo d growth, including wood and gypsum -based products, that become wet%ring the course of construction and remain wet for 48 hours are considerkIrNeEctive. b. Measure moisture content of may that have been exposed to moisture during construction operations Qr a �ftVinstallation. Record daily readings over a forty-eight hour period. lcleniifflllliipterials containing moisture levels higher than allowed. Report findings i to A ect. q(0 C. Remove materials that ct be co pletely,�d to their manufactured moisture level within 48 ours. J k`O 6 3.6 OPERATION, TERMINATION REMO�n � A. Supervision: Enforc Ti(rjltlisci userrTporary facilities. To minimize waste and abuse, limit availab,�tem r a it sential and intended uses. B. Maintenanc ' i ain facilitie in goad o sting condition until removal. 1. Mainta operation of orary enclosures, heating, cooling, humidity control, ventilation, and simi*Ss r� on a 24-hour basis where required to achieve indicated results and to avoidity of damage. C. Operate Project -identification -sign lighting daily from dusk until 12:00 midnight. D. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion. E. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs. 2. Remove temporary roads and paved areas not intended for or acceptable for integration into permanent construction. Where area is intended for landscape development, DEMX ARCHITECTURE TEMPORARY FACILITIES AND CONTROLS FAYETTEVILLE, AR 01 50 00-9 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS remove soil and aggregate fill that do not comply with requirements for fill or subsoil. Remove materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair growth of plant materials or lawns. Repair or replace street paving, curbs, and sidewalks at temporary entrances, as required by authorities having jurisdiction. 3. At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period. Comply with final cleaning requirements specified in Division 1 Section "Closeout Procedures." END OF SECTION 01 50 00 DEMX ARCHITECTURE TEMPORARY FACILITIES AND CONTROLS FAYETTEVILLE. AR 01 50 00-10 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 01 60 00 - PRODUCT REQUIREMENTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requireme s for selection of products for use in Project; product delivery, storage, and handling; rgQnr Rturers' standard warranties on products; special warranties; and comparable products.. ` B. Related Sections: O, 1. Division 1 Section "Alternates" for pro ctstected under an alternate. 2. Division 1 Section "Substitution ProCe s" for requests for stitutions. 3. Division 1 Section "References" f ableistry star] for products specified. 1.3 DEFINITIONS �0 �+ �� A. Products: Items obtaineid Gcorpor to q k, whether purchased for Project or taken from previously p ed s The try`( product" includes the terms "material," equipment" "system„",p rms 4f ' filar intbpl. 1. Named Prgp�cta� It Xfie `nufacturer's product name, including make or mode b r or other d signs n wn or listed in manufacturer's published product liter re, at is current as of of the Contract Documents. 2. New Pr ucts: Items tha� not previously been incorporated into another project or facility. Products sa recycled from other projects are not considered new products. 3. Comparable Product: oduct that is demonstrated and approved through submittal process to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. B. Basis -of -Design Product Specification: A specification in which a specific manufacturer's product is named and accompanied by the words "basis -of -design product," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification. DEMX ARCHITECTURE PRODUCT REQUIREMENTS FAYETTEVILLE. AR 01 60 00-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 1.4 ACTION SUBMITTALS A. Comparable Product Requests: Submit request for consideration of each comparable product. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Include data to indicate compliance with the requirements specified in "Comparable Products" Article. 2. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within one week of receipt of a comparable product request. Architect will notify Contractorof approval or rejection of proposed comparable product request within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later. a. Form of Approval: As specified in Division 1 Section "Submittal Procedures." b. Use product specified if Architect does nssue a decision on use of a comparable product request within time alja B. Basis -of -Design Product Specification Submittal empty with requirements in Division 1 Section "Submittal Procedures." Show complia requirements. 1.5 QUALITY ASSURANCE /i�N QJ A. Compatibility of Options: If Contr toor�iii givJ,; io&41�e) between two or more products for use on Project, selr�t®�uct cy���e"lible wcts previously selected, even f previously selected produc�w also op=�ypS. 1. Each contractor >pW r pro products and construction methods compatible wi h i�uct m thods of other contractors. 2. If a dispute bet er concurrently selectable but incompatible products, i ct will roducts shall be used. v 1.6 PRODUCT D ERY, STORAGE HANDLING A. Deliver, store, and handle ro �TCts using means and methods that will prevent damage, deterioration, and loss, incl g theft and vandalism. Comply with manufacturer's written instructions. B. Delivery and Handling: 1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products on delivery to determine compliance with the Contract Documents and to determine that products are undamaged and properly protected. DEM1t ARCHITECTURE PRODUCT REQUIREMENTS FAYETTEVILLE, AR 01 60 00-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS C. 1.7 A. 9 C. Storage: 1. Store products to allow for inspection and measurement of quantity or counting of units. 2. Store materials in a manner that will not endanger Project structure. 3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation. 4. Store foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment. 5. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather -protection requirements for storage. 6. Protect stored products from damage and liquids from freezing. 7. Provide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location with Owner. PRODUCT WARRANTIES O� I (� Warranties specified in other Sections shall be Addition to, and run concurrent with, other warranties required by the Contract DocumgQtsf.�prfanufacturer's disclaimers and limitations on product warranties do not relieve CQntMor of obligations er requirements of the Contract Documents. to'N" T-J, AJt 2. Manufacturer's Warranty: particular product and spI Special Warranty: Wr to specific rights for Ow^ Special Warranties: identification, ready, 1. 2. 3. written document u: Refer to Divisions particular requireme fvidual manufacturer for a to Owner. Ict Documents to provide appropriate terms and to include Project -specific information and d forms are included with the Specifications, prepare a fk-,ad form properly executed. Igh 16. Sections for specific content requirements and submitting special warranties. Submittal Time: Comply with requirements in Division 1 Section "Closeout Procedures." PART 2 - PRODUCTS 2.1 PRODUCT SELECTION PROCEDURES A. General Product Requirements: Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at time of installation. 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. DEMX ARCHITECTURE PRODUCT REQUIREMENTS FAYETTEVILLE, AR 01 60 00-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents. 4. Where products are accompanied by the term "as selected," Architect will make selection. 5. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products. B. Product Selection Procedures:. 1. Product: Where Specifications name a single manufacturer and product, provide the named product that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. 2. Manufacturer/Source: Where Specifications nam single manufacturer or source, provide a product by the named manufac gebr source that complies with requirements. Comparable products or substitutidQs for Contractor's convenience will not be considered. 3. Products: nQi a. Restricted List: Where Speftations includet of names of both manufacturers and produ ide of the p is listed that complies with requirements. Co ble pro cts or tutions for Contractor's convenience will be on dered b. Nonrestricted List: le Spea ��y'�ns in ist of names of both available manufacturers a4d ucts, a on a products listed, or an unnamed product, thFC, lies equ' Comply with requirements in "Comparabl/s� or co eration of an unnamed product. 4. Manufacturey,` Pv a. n ted -List: V�heiee eclKcations include a list of manufacturers' names, ro ide a product b of the manufacturers listed that complies with r uirements. Com le products or substitutions for Contractor's convenience will be considers UST BE APPROVED BY ARCHITECT. 5. Basis -of -Design Pro((: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product by one of the other named manufacturers. C. Visual Matching Specification: Where Specifications require "match Architect's sample", provide a product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches. If no product available within specified category matches and complies with other specified requirements, comply with requirements in Division 1 Section "Substitution Procedures" for proposal of product. DEMX ARCHITECTURE PRODUCT REQUIREMENTS FAYETTEVILLE. AR 01 60 00-4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS D. Visual Selection Specification: Where Specifications include the phrase "as selected by Architect from manufacturer's full range" or similar phrase, select a product that complies with requirements. Architect will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items. 2.2 COMPARABLE PRODUCTS A. Conditions for Consideration: Architect will consider Contractor's request for comparable product when the following conditions are satisfied. If the following conditions are not satisfied, Architect may return requests without action, except to record noncompliance with these requirements: 1. Evidence that the proposed product does not require revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with oche onions of the Work. 2. Detailed comparison of significant qualities of Apd product with those named in the Specifications. Significant qualities include at butes such as performance, weight, size, durability, visual effect, and specific feacrNeand requirements indicated. 3. Evidence that proposed product ft-Wd warranty. 4. List of similar installations for complktedjects with project names and addresses and names and addresses of architacVNd owners, if reques 5. Samples, if requested. PART 3 - EXECUTION (Not Used) ��� GIZ- END OF SECTION 00 16 00 'o P �Q� DEMX ARCHITECTURE PRODUCT REQUIREMENTS FAYETTEVILLE, AR 01 60 00-5 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE,ARKANSAS SECTION 0170 00 - EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 -GENERAL 1.1 EXECUTION REQUIREMENTS A. Certificates: Submit certificate signed by professional engineer certifying that location and elevation of improvements comply with requirements. B. Cutting and Patching: 1. Structural Elements: When cutting and patchings9wal elements, notify Architect of locations and details of cutting and await direcs from Architect before proceeding. Shore, brace, and support structural elemen cutting and patching. 2. Operational Elements: Do not cut and pat a ling elements and related components in a manner that results in reducing th it ity to perform as intended or that results in increased maintenance or decrease a ational life or safet 3. Visual Elements: Do not cut and ons ction in Car that results in visual evidence of cutting and ptec� o: of C�d pasth construction in a manner that would, in Archit(e'�o nion, uc thee bsthetic qualities. C. Manufacturer's Installation Instr lhfis: 0n`d mair aia' `on -site manufacturer's written recommendations and instr p_ns for in tionp(Wwcts and equipment. 1.2 CLOSEOUT SUBMITYi(��w_�� •`a A. Contractor's J.LsO0 complete ems: Initi ubmittal at Substantial Completion. B. Certified List ncomplete Item` al submittal at Final Completion. C. Operation and Main tenanc at Submit one copy of manual. D. PDF Electronic File: Assemble manual into a composite electronically indexed file. Submit on digital media. E. Record Drawings: Submit one set(s) of marked -up record prints. F. Record Digital Data Files: Submit data file and one set(s) of plots. G. Record Product Data: Submit one paper copy and annotated PDF electronic files and directories of each submittal. H. Complete Back-up of Project information from Contractor's Cloud Based Management Software. 1.3 SUBSTANTIAL COMPLETION PROCEDURES DEMX ARCHITECTURE EXECUTION AND CLOSEOUT REQUIREMENTS FAYETTEVILLE, AR 01 70 00-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS A. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. B. Submittals Prior to Substantial Completion: Before requesting Substantial Completion inspection, complete the following: 1. Obtain and submit releases from authorities having jurisdiction permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 2. Submit closeout submittals specified in other sections, including project record documents, operation and maintenance manuals, property surveys, similar final record information, warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 3. Submit maintenance material submittals specified in other sections, including tools, spare parts, extra materials, and similar items, and dgliver to location designated by Architect. 4. Submit test/adjust/balance records. 5. Submit changeover information related to Oyu�rA. cupancy, use, operation, and maintenance. �� C. Procedures Prior to Substantial Complete' Before requesting Substantial Completion inspection, complete the following: \J 1. Advise Owner of pending insur ce`Ehan ver4e uir7s,kt�Cwner. P 9 9 q 2. Make final changeover of ent I d deli 3. Complete startup and es sys nd eq 4. Perform preventive m ance q ipmjj prior to Substantial Completion. 5. Advise Owner of c ver I nd ot11q(uti sties. 6. Participate with,in co ing in ctii n and walkthrough with local emergency responders."""�////���� 7., Remove teJlllapt>jry facil d ceperryry3'. 8. Comp I cleaning r quire nt including touchup painting. 9. Touc up nd otherwise repa restore marred exposed finishes to eliminate visual defects. � D. Inspection: Submit a writtereSst for inspection for Substantial Completion. On receipt of request, Architect will procee3With inspection or advise Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will advise Contractor of items that must be completed or corrected before certificate will be issued. 1.4 FINAL COMPLETION PROCEDURES A. Submittals Prior to Final Completion: Before requesting inspection for determining final completion, complete the following: 1. Submit a final Application for Payment. 2. Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. Certified copy of the list shall state that each item has been completed or otherwise resolved. 3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with insurance requirements. DEMX ARCHITECTURE EXECUTION AND CLOSEOUT REQUIREMENTS FAYETTEVILLE, AR 01 70 00-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS Submit pest -control final inspection report. B. Submit a written request for final inspection for acceptance. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare final Certificate for Payment after inspection or will advise Contractor of items that must be completed or corrected before certificate will be issued. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. PART 2 - PRODUCTS 2.1 MATERIALS �DC A. In -Place Materials: Use materials for patching i eal"to in -place materials. For exposed surfaces, use materials that visually match indjacent surfaces to the fullest extent possible. B. Cleaning Agents: Use cleaning matey' �;6 a9@�S recom dQd by manufacturer or fabricator of the surface to be clean>lQJlo not' cleani ents that are potentially hazardous to health or property or thQt mi£ht da,+ie 1 sh es. 1. Use cleaning produc`s PC VPith 6h GGr �eal's GS-37, or if GS-37 is not applicable, use prod2 at Cot l mia Code of Regulations maximum allowable VOC levvevv �`J 2.2 OPERATION AND �TENA U ON A. Directory: re re a single, c kpensive directory of emergency, operation, and maintenance to and materialc4lj�ing items and their location to facilitate ready access to desired information. )�,7 B. Organization: Unless otherindicated, organize manual into separate sections for each system and subsystem, and separate sections for each piece of equipment not part of a system. C. Organize data into three-ring binders with identification on front and spine of each binder, and envelopes for folded drawings. Include the following: 1. Manufacturer's operation and maintenance documentation. 2. Maintenance and service schedules. 3. Maintenance service contracts. Include name and telephone number of service agent. 4. Emergency instructions. 5. Spare parts list and local sources of maintenance materials. 6. Wiring diagrams. 7. Copies of warranties. Include procedures to follow and required notifications for warranty claims 2.3 RECORD DRAWINGS DEMX ARCHITECTURE EXECUTION AND CLOSEOUT REQUIREMENTS FAYETTEVILLE, AR 01 70 00-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS A. Record Prints: Maintain a set of prints of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued. Mark to show actual installation where installation varies from that shown originally. Accurately record information in an acceptable drawing technique. Identify and date each record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. B. Record Digital Data Files: Immediately before inspection for Certificate of Substantial Completion, review marked -up record prints with Architect. When authorized, prepare a full set of corrected digital data files of the Contract Drawings. Format: Annotated PDF electronic file. PART 3 - EXECUTION 3.1 O' EXAMINATION AND PREPARATION 6� A. Existing Conditions: The existence at ) ation hdergr and other utilities and construction indicated as existing ar n guarairfeebb Befor ing sitework, investigate and verify the existence and jOr�p of µtf�(ei�tUund�uliL s, mechanical and electrical systems, and other constructior_c`�fad it th 8k". i�G1 B. Before proceeding with cl�comp NO 2rk, examine substrates, areas, and conditions, with Inst I�►Or Ap c pr en where indicated, for compliance with requirements for inst'i toler and.q a onditions affecting performance. 1. Verify co ilbility with nd suitaof substrates. 2. Exa ne ghing-in for mecika&yl and electrical systems. 3. Exami ails, floors, and -r% r suitable conditions. C. Proceed with installation ot9llr unsatisfactory conditions have been corrected. D. Take field measurements as required to fit the Work properly. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. E. Verify space requirements and dimensions of items shown diagrammatically on Drawings. F. Surface and Substrate Preparation: Comply with manufacturer's written recommendations for preparation of substrates to receive subsequent work. 3.2 CONSTRUCTION LAYOUT AND FIELD ENGINEERING ' A. Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. B. Engage a professional engineer to lay out the Work using accepted surveying practices. DEMX ARCHITECTURE EXECUTION AND CLOSEOUT REQUIREMENTS FAYETTEVILLE, AR 01 70 00-4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS . C. Engage a professional engineer to prepare a final property survey showing significant features (real property) for Project. 1. At Substantial Completion, have the final property survey recorded by or with authorities having jurisdiction as the official "property survey." 3.3 INSTALLATION A. Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated. 3. Maintain minimum headroom clearance of 96 inc eE V40 mm) in occupied spaces and 90 inches (2300 mm) in unoccupied spaces. vv B. Comply with manufacturer's written instructions e ommendations. C. Conduct construction operations so no part a ork is subjected to damaging operations or loading in excess of that expected du i al �nditions ofoCI& ti D. Templates: Obtain and distribute to e p�lfies inoplvetl templo&q work specified to be factory prepared and field instal �rj� �� ��► E. Attachment: Provide blocki nAttacch; tvpl nchors and fasteners of adequate size and number to se 1 anchor l� co nMt in place. Where size and type of attachments are not ink , vere required for load conditions. 1. Mounting 1 e14 `: Whe tin,04Rare not indicated, mount components at height 511' e�8d by ArchiYtect. V 7�J, F. Joints: Maker`is of uniform w Were joint locations in exposed work are not indicated, arrange joints for the best vis--b1R Fit exposed connections together to form hairline joints. (� J�` G. Use products, cleaners, and installation materials that are not considered hazardous. 3.4 CUTTING AND PATCHING A. Provide temporary support of work to be cut. B. Protection: Protect in -place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. C. Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize interruption to occupied areas. D. Cutting: Cut in -place construction using methods least likely to damage elements retained or adjoining construction. DEMX ARCHITECTURE EXECUTION AND CLOSEOUT REQUIREMENTS FAYETTEVILLE. AR 01 70 00.5 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. E. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections. 1. Restore exposed finishes of patched areas and extend finish restoration into adjoining construction in a manner that will minimize evidence of patching and refinishing. 2. Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. 3. Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the-p. Provide additional coats until patch blends with adjacent surfaces. O' 3.5 CLEANING (i A. Clean Project site and work areas daily,,1i Nu b common areas. Dose of materials lawfully. 1. Remove liquid spills promptly. `` P �((����•J 2. Where dust would impair�r t 4efol 'T�'lfte W om-clean or vacuum the entire work area, as appr TT99tt11` r 3. Remove debris from c( )cea d spa eROld g the space. B. Complete the following 1 g opus bef(�rreeeZeessting inspection for certification of Substantial Complett�e * 6 1. Clean Pr l�site, yar and grot }�, in areas disturbed by construction activities. Swee pafed areas; removejst&@, spills, and foreign deposits. Rake grounds that are neith nted nor paved to s oth, even -textured surface. 2. Sweep paved areas broorliff. Remove spills, stains, and other foreign deposits. 3. Remove labels that a n ermanent. 4. Clean transparent maTimAs, including mirrors. Remove excess glazing compounds. 5. Clean exposed finishes to a dust -free condition, free of stains, films, and foreign substances. Sweep concrete floors broom clean. 6. Vacuum carpeted surfaces and wax resilient flooring. 7. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and foreign substances. Clean plumbing fixtures. Clean light fixtures, lamps, globes, and reflectors. 8. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills. 3.6 OPERATION AND MAINTENANCE MANUAL PREPARATION A. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a system. B. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include DEMX ARCHITECTURE EXECUTION AND CLOSEOUT REQUIREMENTS FAYETTEVILLE, AR 01 70 00-6 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS only sheets pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in a tabular format, identify each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable. 1. Prepare supplementary text if manufacturers' standard printed data are unavailable and where the information is necessary for proper operation and maintenance of equipment or systems. C. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of component parts of equipment and systems and to illustrate control sequence and flow diagrams. 3.7 DEMONSTRATION AND TRAINING 400 A. Engage qualified instructors to instruct Owner's .S n11e1 to adjust, operate, and maintain systems, subsystems, and equipment not partV stem. Include a detailed review of the following: 1. . Include instruction for basis of s t signnperatio equirements, review of documentation, emergency, p s, o ns, dents, troubleshooting, maintenance, and repairs. V� END OF SECTION 01 70 00 k O� � N!75 C jN DEMX ARCHITECTURE EXECUTION AND CLOSEOUT REQUIREMENTS FAYETTEVILLE, AR 01 70 00-7 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 01 73 29 CUTTING AND PATCHING PART 1 GENERAL 1.1 SUMMARY A. This Section specifies administrative and procedural requirements for cutting and patching. 1.2 SUBMITTALS A. Cutting and Patching Proposal: Where approval of cutti t d patching is required submit a proposal describing procedures well in advance of the time cu ti wand patching will be performed and request approval to proceed. Include the following inforn not as applicable, in the proposal: 1. Describe the extent of cutting and patchir q�i d and how it is to be performed; indicate why it cannot be avoided. ` ^ 2. Describe anticipated results in ter of ch ng to c ion; include changes to structural elements and operating ccyQnent r`141 as in the building's appearance and other significant visual elemer (' 3. List utilities that will be N.' ed or Ted, i i those that will be relocated and those that will be temporarily o4 rvice. gate h I to service will be disrupted. 4. Where cuttingan IS s`a of reinforcement to structural elements, submit 9 details and enpea�Qi g calculati s to�sho ow reinforcement is integrated with the original structure. v x 5. Approval by the Architect jep L� with cutting and patching does not waive the Architect's right to later require comple oval and replacement of a part of the Work found to be unsatisfactory. 1.3 QUALITY ASSURANCE A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would reduce their load carrying capacity or load deflection ratio. 1. Obtain approval of the cutting and patching proposal before cutting and patching the following structural elements: a. Foundation construction. b. Bearing and retaining walls. DEMX ARCHITECTURE CUTTING AND PATCHING FAYETTEVILLE, AR 01 73 29-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS c. Structural concrete. d. Structural steel. e. Lintels. f. Structural decking. g. Stair systems. h. Miscellaneous structural metals. i. Equipment supports. j. Piping, ductwork and equipment. B. Operational and Safety Limitations: Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety. C. Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces, in a manner that would, in the Architect's opinion, reduce building's aesthetic qualities, or result in visual evidence of cutting and patching. Remove and p ace Work cut and patched in a visually unsatisfactory manner. OI PART 2 PRODUCTS �� 2.1 MATERIALS ��� � �� A. Use materials that are identical to sti g mat als. PART EXECUTION �XO �G; 3.1 INSPECTION AG ` V A. Before cutting existi face e i V �to be cut and patched and conditions under which cutting and patc ' i to be p� ed.orrective action before proceeding, if unsafe or unsatisfactory cor(l) re encount recjI � 1.Before proceeding, meet atl � with parties involved in cutting and patching, including mechanical and electrical tradS. ew areas of potential interference and conflict. Coordinate procedures and resolve potenU nflicts before proceeding. 3.2 PREPARATION A. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations. B. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. 3.3 PERFORMANCE A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. DEMX ARCHITECTURE CUTTING AND PATCHING FAYETTEVILLE, AR 01 73 29-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 3.4 CLEANING A. Thoroughly clean areas and spaces where cutting and patching is performed or used as access. Remove completely paint, mortar, oils, putty and items of similar nature. Thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Restore damaged pipe covering to its original condition. END OF SECTION 01 73 29 DEMX ARCHITECTURE CUTTING AND PATCHING FAYETTEVILLE, AR 01 73 29-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 01 7419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Action Submittals: Waste Management Plan: Submit plan within 30 days of date established for commencement of the Work. B. Informational Submittals: 1. Waste Reduction Progress Reports: Submit con rrent with each Application for Payment. Include total quantity of waste, total f waste salvaged and recycled, and percentage of total waste salvaged and recycl . 2. Records of Donations and Sales: Receipts Salvageable waste donated or sold to individuals and organizations.. Indicate vM60organization is tax exempt. 3. Recycling and Processing Facility R ord Manifests, weight tickets, receipts, and invoices. �] 4. Landfill and Incinerator Dispo rds: ifests, Z tickets, receipts, and invoices. 5. Statement of Refrigerant covery:. ant recovery technician responsible for recoverinti�erant, a tha rigerant that was present was recovered and that recc''py��er as(((pe�i acc to EPA regulations. C. Refrigerant Recovery TiCian p�{�Wcati�ls�Certified by EPA -approved certification program. ,[(� e7e-'(',� 'L)D. Waste ManageConferon`onference at Project site to comply with requiremen i ection 01mi istrative Requirements." Review methods and procedures la d to waste manag E. Waste Management Plan a waste management plan consisting of waste identification, waste reduc n ork plan, and cost/revenue analysis. Indicate quantities by weight or volume, but use same units of measure throughout waste management plan. 1. Salvaged Materials for Reuse: Identify materials that will be salvaged and reused. 2. Salvaged Materials for Sale: Identify materials that will be sold to individuals and organizations, include list of their names, addresses, and telephone numbers. 3. Salvaged Materials for Donation: Identify materials that will be donated to individuals and organizations, include list of their names, addresses, and telephone numbers. 4. Recycled Materials: Include list of local receivers and processors and type of recycled materials each will accept. Include names, addresses, and telephone numbers. 5. Cost/Revenue Analysis: Indicate total cost of waste disposal as if there was no waste management plan and net additional cost or net savings resulting from implementing waste management plan. DEMX ARCHITECTURE CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL FAYETTEVILLE, AR 01 74 19-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Achieve end -of -Project rates for salvage/recycling of 50 percent by weight of total nonhazardous solid waste generated by the Work. PART 3 - EXECUTION 3.1 PLAN IMPLEMENTATION A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract. B. Training: Train workers, subcontractors, and suppliers a p2r waste management procedures, as appropriate for the Work occurring a�rNe t site. 1. Distribute waste management plan to entki�s�fien they first begin work on -site. Review plan procedures and locations tab Shed for salvage, recycling, egcycling, and disposal. 3.2 RECYCLING WASTE .(�` ��/ A. General: Recycle paper and bevantaing�s�u�Etl by On�si orkers. B. Packaging: �5,c`V 1. Cardboard and Box freak do v kagtlat sheets. Bundle and store in a dry location. , (1 1 2. Polystyrene P mg: Se fgand aterials. 3. Pallets: As asp re liveries using pallets to remove pallets from Projec i e. r pallets at remai -site, break down pallets into component wood piec an omply with requine�ts for recycling wood. 4. Crates. eak down crate i t (component wood pieces and comply with requirements for recycling wood. ) C. Asphaltic Concrete Paving: BTeAk up and transport paving to asphalt -recycling facility. D. Concrete: Remove reinforcement and other metals from concrete and sort with other metals. E. Masonry: Remove metal reinforcement, anchors, and ties from masonry and sort with other metals. Clean and stack undamaged, whole masonry units on wood pallets. F. Wood Materials: 1. Sort and stack reusable members according to size, type, and length. Separate lumber, engineered wood products, panel products, and treated wood materials. 2. Clean Cut -Offs of Lumber: Grind or chip into small pieces. 3. Clean Sawdust: Bag sawdust that does not contain painted or treated wood. G. Metals: Separate metals by type. DEMX ARCHITECTURE CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL FAYETTEVILLE, AR 01 74 19-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS H. Asphalt Shingle Roofing: Remove and dispose of nails, staples, and accessories. I. Gypsum Board: Stack large clean pieces on wood pallets or in container and store in a dry location. Remove edge trim and sort with other metals. Remove and dispose of fasteners. J. Acoustical Ceiling Panels and Tile: Stack large clean pieces on wood pallets and store in a dry location. K. Metal Suspension System: Separate metal members including trim, and other metals from acoustical panels and tile and sort with other metals. L. Piping: Reduce piping to straight lengths and store by type and size. Separate supports, hangers, valves, sprinklers, and other components by type and size. M. Conduit: Reduce conduit to straight lengths and store by ty nd size. 3.3 DISPOSAL OF WASTE O' A. Except for items or materials to be salvag re cled, or otherwise reused, remove waste materials from Project site and legally a the a landfill Ayinerator acceptable to authorities having jurisdiction. ,( ` i%)(.' `\vV B. Do not burn waste materials. I O` �\L30 END OF SECTION 017419 ���` ^�V /�Q Go P �� DEMX ARCHITECTURE CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL FAYETTEVILLE, AR 01 74 19-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION O1 77 00 — CLOSEOUT PROCEDURES PART1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Substantial Completion procedures. w 2. Final completion procedures. �( 3. Warranties. 4. Final cleaning. O' B. Related Sections: 1. Division 1 Section "Project Record Qo�gents" for submitting.[iecord Drawings, Record Specifications, and Record Prod 6 (� 2. Division 1 Section "Operation anaintenaniV Gata"ration and maintenance manual requirements. t` 3. Division 1 Section "Den i s l ion J�oraimnbN e requirements for instructing Owner's personnel. Y��rr v 4. Divisions 2 through ltions fps cific e�p�ut and special cleaning requirements for the Work in thor rations. �`/ 1.3 SUBSTANTIAL CO�` re •�V A. Preliminary yw ee res: Beforegyesti inspection for determining date of Substantial Completion,, o p ete the following. L terns below that are incomplete with request. 1. Prepare a list of item 'anpleted and corrected (punch list), the value of items on the list, and reasons by Work is not complete. 2. Advise Owner of pendi insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Prepare and submit Project Record Documents, operation and maintenance manuals, final completion construction photographic documentation, damage or settlement surveys, property surveys, and similar final record information. Include full back-up of Project information from contractor's Cloud Based management software related to this project. 6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with manufacturer's name and model number where applicable. 7. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions. 8. Complete startup testing of systems. DEMX ARCHITECTURE CLOSEOUT PROCEDURES FAYETTEVILLE, AR 01 77 00-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 9. Submit test/adjust/balance records. 10. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 11. Advise Owner of changeover in heat and other utilities. 12. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. 13. Complete final cleaning requirements, including touchup painting. 14. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the W i�tified in previous inspections as incomplete is completed or corrected. 2. Results of completed inspection will form thV's of requirements for final completion. ('�v 1.4 FINAL COMPLETION �/ A. Preliminary Procedures: Before complete the following: 1. Submit a final Applic,Rt Procedures." '\ 2. Submit certified cA completed or o (pi of the list sh ate the 3. Subrequ IIs. of fins requi m ts. 4. Submi est-control final 5. Instruct Owner's per equipment, and syst ns. �a Q' re`q^u)e final ins c ion fgt�rmining final completion, 1( , P •`�c Division 1 Section "Payment :hiYt ubsta Com letion inspection list of items to be P P ), e� d�;e nd dated by Architect. The certified copy ijp{n� been completed or otherwise resolved for coverage complying with insurance tion report and warranty. operation, adjustment, and maintenance of products, it demonstration and training video recordings. B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Organization of List: Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. Use CSI Form 114.11A or other form approved by Architect and Owner. DEMX ARCHITECTURE CLOSEOUT PROCEDURES FAYETTEVILLE, AR 01 77 00-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor. 2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors, equipment, and building systems. 3. Include the following information at the top of each page: a. Project name. b. Date. C. Name of Architect. d. Name of Contractor. e. Page number. 4. Submit list of incomplete items in the following format: a. PDF electronic file. 1.6 WARRANTIES AIK A. Submittal Time: Submit written warranties on of Architect for designated portions of the Work where commencement of warrant' o r than date of Substantial Completion is s indicated.. !(Z) B. Partial Occupancy: Submit properly ` d war nties w5 days of completion of designated portions of the Work tha(are coropt d an or used by Owner during construction period by separate�g e vent w04 ractp C. Organize warranty docume9�rpto an �GJ seq�fvas-ed on the table of contents of the Project Manual. w �[f � V` 1. Bind warrant' d bQQQQQQj[[[[[������d,4,'�(g�hZVvvy� hree-ring, vinyl -covered, loose-leaf binders, thickness essar�Ltoni contents, and sized to receive 8-1/2-by-11- inch 80-mm) p per. �` 2. Prow a avy paper divide �' plastic -covered tabs for each separate warranty. Mark t to identify the du9ct or installation. Provide a typed description of the product or installatio r� Act the name of the product and the name, address, and telephone number of st IT4r. 3. Identify each binder o e front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. PART 2 - PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. 1. Use cleaning products that meet Green Seal GS-37, or if GS-37 is not applicable, use products that comply with the California Code of Regulations maximum allowable VOC levels. DEMX ARCHITECTURE CLOSEOUT PROCEDURES FAYETTEVILLE, AR 01 77 00-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS PART 3 - EXECUTION 3.1 FINAL CLEANING A. General: Perform final cleaning. Conduct cleaning and waste -removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas sturbed by construction activities, including landscape development areas, kj bish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Re (f�'petrochemical spills, stains, and other foreign deposits. v C. Rake grounds that are neither IanG nor paved to a smooth, even -textured surface. d. Remove tools, constructi� mer>t%AachinerygZ surplus material from Project site. r l l� e. Remove snow and ice t�Qrowde Ness to "rtcf f. Clean exposed ext (r�t� inter,d-surJa finishes to a dirt -free condition, free of stains, fl s, � d si ' reign tances. Avoid disturbing natural weathering of tior su D—, eflective surfaces to their original condition. . R limited access spaces, including roofs, vaults, manholes, attics, and similar h. �Swkconcrete fldbrs br mean in unoccupied spaces. i. ( Va(�um carpet and 'r� soft surfaces, removing debris and excess nap; an if visible stains remain. j. Clean transpar als, including mirrors and glass in doors and windows. Remove glazi c So( unds and other noticeable, vision -obscuring materials. Replace Nhippe r broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. k. Remove labels that are not permanent. I. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) Do not paint over "UL" and other required labels and identification, including mechanical and electrical nameplates. M. Wipe surfaces of mechanical and electrical equipment, elevator equipment, and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. n. Replace parts subject to operating conditions during construction that may impede operation or reduce longevity. DEMX ARCHITECTURE FAYETTEVILLE, AR CLOSEOUT PROCEDURES 01 77 00-4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS o. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. p. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills. q. Clean ducts, blowers, and coils if units were operated without filters during construction or that display contamination with particulate matter upon inspection. 1) Clean HVAC system in compliance with NADCA Standard 1992-01. Provide written report upon completion of cleaning. r. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned -out bulbs, and those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures. S. Leave Project clean and ready for occupancy. w C. Pest Control: Engage an experienced, licensed extermin r to make a final inspection and rid Project of rodents, insects, and other pests. Prepar port. D. Construction Waste Disposal: Comply with bastesposal requirements in Division 1 Section "Temporary Facilities and Controls." Divisior ection "ConstructioA/Y/Vaste Management." END OF SECTION 017700 ����VVVV.JJ�� (;5o3/ sp CG DEMX ARCHITECTURE CLOSEOUT PROCEDURES FAYETTEVILLE, AR 01 77 00-5 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION O1 78 23 — OPERATION AND MAINTENANCE DATA PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for preparing operation and maintenance manuals, including the following: 1. Operation and maintenance documentation direcy�y� 2. Emergency manuals. 3. Operation manuals for systems, subsystem a equipment. 4. Maintenance manuals for the care a tenance of products, materials, and . finishes, systems and equipment. ` On B. Related Sections include the following: 1. Division 1 Section "CloseoutPr res" for ubmittation and maintenance manuals. 2. Division 1 Section "Projt@ord ents",tOq�epanng Record Drawings for operation and mainten c anual v 3. Divisions 2 throughi�ectioryry��Qr sp Wperation and maintenance manual requirements for t k in t ecti�s� 1.3 DEFINITIONS A. System: A' ooOanized collectionr�arts, equipment, or subsystems united by regular interaction. • B. Subsystem: A portion of a st with characteristics similar to a system. 1.4 SUBMITTALS A. Initial Submittal: Submit digital copies of each manual at least 15 days before requesting inspection for Substantial Completion. Include a complete operation and maintenance directory. Architect will return digital copy of draft and mark whether general scope and content of manual are acceptable. B. Final Submittal: Submit digital copy and one copy of each manual in final form at least 15 days before final inspection. Architect will return copy with comments within 15 after final inspection. Correct or modify each manual to comply with Architect's comments. Submit digital copies of each corrected manual within 15 days of receipt of Architect's comments. DEMX ARCHITECTURE OPERATIONS AND MAINTENANCE DATA FAYETTEVILLE, AR 01 78 23-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 1.5 COORDINATION A. Where operation and maintenance documentation includes information on installations by more than one factory -authorized service representative, assemble and coordinate information furnished by representatives and prepare manuals. PART 2 - PRODUCTS 2.1 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY A. Organization: Include a section in the directory for each of the following: 1. List of documents. 2. List of systems. w 3. List of equipment. ^ �( 4. Table of contents. - ` I B. List of Systems and Subsystems: List systems �tically. Include references to operation and maintenance manuals that contain inforrvatio bout each system. C. List of Equipment: List equipment for toN pieces of equipment not part of system, D. Tables of Contents: Include( tf & of maintenance manual. %f -k n E. Identification: In the identify each systerr, Contract Docume� ASHRAE GuideliN Systems " stemanizedi�yetically by system. For Iphabeti Ply in s list. nts fpc h emergency, operation, and Av y an i each operation and maintenance manual, OiNpuipment with same designation used in the Nrtfsts, assign a designation according to i and Maintenance Documentation for Building G C:) 2.2 MANUALS, GENERAL A. Organization: Unless other indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain the following materials, in the order listed: 1. Title page. 2. Table of contents. 3. Manual contents. B. Title Page: Enclose title page in transparent plastic sleeve. Include the following information: 1. Subject matter included in manual. 2. Name and address of Project. 3. Name and address of Owner. 4. Date of submittal. 5. Name, address, and telephone number of Contractor. 6. Name and address of Architect. DEMX ARCHITECTURE OPERATIONS AND MAINTENANCE DATA FAYETTEVILLE, AR 01 78 23-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS Cross-reference to related systems in other operation and maintenance manuals. C. Table of Contents: List each product included in manual, identified by product name, indexed to the content of the volume, and cross-referenced to Specification Section number in Project Manual. If operation or maintenance documentation requires more than one volume to accommodate data, include comprehensive table of contents for all volumes in each volume of the set. D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder. 1. Binders (if requested by Owner): Heavy-duty, 3-rin vinyl -covered, loose-leaf binders, in thickness necessary to accommodate contenSy!fjsi�to hold 8-1 /2-by-1I -inch (215- by-280-mm) paper; with clear plastic sleeve on splVe to hold label describing contents and with pockets inside covers to hold foldd�size sheets. a. If two or more binders are nece ary accommodate data of a system, organize data in each binder into gco plMgs by subsystem,a related components. Cross-reference other bi ece to pro sential information for proper operation or maintrer a of a ui ent or b. Identify each binder or�front an ne, i d title "OPERATION AND MAINTENANCE MAVQ, Prot x or n nd subject matter of contents. Indicate volume iVr for -v9is olu s. 2. Dividers: Heavy-P ivider plastovered tabs for each section. Mark each tab to indica dints. a typ of products and major components of equipment i in e t divider, cross-referenced to Specification Section n nd titl ject�al. 3. Prote eZstic Sleeve : Tra a nt plastic sleeves designed to enclose diagnostic soft re iskettes for compu hod electronic equipment. 4. Supplementary Text: P d on 8-1/2-by-11-inch (215-by-280-mm) white bond paper. 5. Drawings: Attach rei orpunched binder tabs on drawings and bind with text. a. If oversize drawings are necessary, fold drawings to same size as text pages and use as foldouts. b. If drawings are too large to be used as foldouts, fold and place drawings in labeled envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents, and drawing locations. 2.3 EMERGENCY MANUALS A. Content: Organize manual into a separate section for each of the following: 1. Type of emergency. 2. Emergency instructions. 3. Emergency procedures. DEMX ARCHITECTURE OPERATIONS AND MAINTENANCE DATA FAYETTEVILLE, AR 01 78 23-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 2.4 B. Type of Emergency: Where applicable for each type of emergency indicated below, include instructions and procedures for each system, subsystem, piece of equipment, and component: 1. Fire. 2. Flood. 3, Gas leak. 4. Water leak. 5. Power failure. 6. Water outage. 7. System, subsystem, or equipment failure. C. Emergency Instructions: Describe and explain warnings, trouble indications, error messages, and similar codes and signals. Include responsibilities of Owner's operating personnel for notification of Installer, supplier, and manufacturer to maintain warranties. D. Emergency Procedures: Include the following, as appli9 IN r_w A 1. Instructions on stopping. 2. Shutdown instructions for each type of e e y. 3. Operating instructions for conditions tsid ormal operating limits. 4. Required sequences for electric or ele r is s stem 5. Special operating instructions a ures(� OPERATION MANUALS �O� ��+ ��► Content: In addition to r ment t is include operation data required in individual Specification s andAl Ilowinormation: 1. System, su41, , an n � ions. 2. PerformsdesigTla if ctor is delegated design responsibility. 3 0 er ard p S. 4. Oper in procedures. 5. Operating logs. 6. Wiring diagrams. 7. Control diagrams. 8. Piped system diagram . 9. Precautions against improper use. 10. License requirements including inspection and renewal dates. Descriptions: Include the following: 1. Product name and model number. 2. Manufacturer's name. 3. Equipment identification with serial number of each component. 4. Equipment function. 5. Operating characteristics. 6. Limiting conditions. 7. Performance curves. 8. Engineering data and tests. 9. Complete nomenclature and number of replacement parts. DEMX ARCHITECTURE OPERATIONS AND MAINTENANCE DATA FAYETTEVILLE, AR 01 78 23-4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS C. Operating Procedures: Include the following, as applicable: 1. Startup procedures. 2. Equipment or system break-in procedures. 3. Routine and normal operating instructions. 4. Regulation and control procedures. 5. Instructions on stopping. 6. Normal shutdown instructions. 7. Seasonal and weekend operating instructions. 8. Required sequences for electric or electronic systems. 9. Special operating instructions and procedures. D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as installed. E. Piped Systems: Diagram piping as installed, and id titKolor-coding where required for identification. O' 2.5 PRODUCT MAINTENANCE MANUAL A. Content: Organize manual into a se 3`ectiot each t, material, and finish. Include source information, product in ation m intenanXeedures, repair materials and sources, and warranties and bo1>1 as desc` belo� B. Source Information: List ea plydua i in 1, identified by product name and arranged to match manua' le of ts. ?Ch product, list name, address, and telephone number of Ins sup nd ma nance service agent, and cross-reference Specification Sectio rand /Projea ual. C. Product Informa 1a Nclude t wi11; ?)) pp'licable: 1. Prodme and model n� V 2. Manufac urer's name. 3. Color, pattern, and texw 4. Material and chemic coosition. 5. Reordering information r specially manufactured products. D. Maintenance Procedures: Include manufacturer's written recommendations and the following: 1. Inspection procedures. 2. Types of cleaning agents to be used and methods of cleaning. 3. List of cleaning agents and methods of cleaning detrimental to product. 4. Schedule for routine cleaning and maintenance. 5. Repair instructions. E. Repair Materials and Sources: Include lists of materials and local sources of materials and related services. F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. DEMX ARCHITECTURE OPERATIONS AND MAINTENANCE DATA FAYETTEVILLE, AR 01 78 23-5 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS Include procedures to follow and required notifications for warranty claims. 2.6 SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL A. Content: For each system, subsystem, and piece of equipment not part of a system, include source information, manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, spare parts list and source information, maintenance service contracts, and warranty and bond information, as described below. B. Source Information: List each system, subsystem, and piece of equipment included in manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual. C. Manufacturers' Maintenance Documentation: Manujota maintenance documentation including the following information for each component p or piece of equipment: 1. Standard printed maintenance instructioquifor ulletins. 2. Drawings, diagrams, and instructions maintenance, including disassembly and component removal, replacement assembly. 3. Identification and nomenclature and donents.�QJ 4. List of items recommended to be ea as s re part D. Maintenance Procedures: Incl�Ji�t foIIo6aj\Inform�i T�and items that detail essential maintenance procedures- �^��JJ''vV 1. Test and inspectiouctio 2. Troubleshooti ••u(i � �, 3. Precautions t imf��QQ[��/(B''�J/��' 'n 4. Disassem�mponliAt�l�m epair, and replacement; and reassembly instry ' ; 5. Align l�g,;idjusting, and chec structions. 6. Demons ration and train eotape, if available. E. Maintenance and Service Vchles: Include service and lubrication requirements, list of required lubricants for ent, and separate schedules for preventive and routine maintenance and service with standard time allotment. 1. Scheduled Maintenance and Service: Tabulate actions for daily, weekly, monthly, quarterly, semiannual, and annual frequencies. 2. . Maintenance and Service Record: Include manufacturers' forms for recording maintenance. Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified and cross-referenced to manufacturers' maintenance documentation and local sources of maintenance materials and related services. G. Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone number of service agent. DEMX ARCHITECTURE OPERATIONS AND MAINTENANCE DATA FAYETTEVILLE, AR 01 78 23-6 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. Include procedures to follow and required notifications for warranty claims. PART 3 - EXECUTION 3.1 MANUAL PREPARATION A. Operation and Maintenance Documentation Directory: Prepare a separate manual that provides an organized reference to emergency, operation, and maintenance manuals. B. Emergency Manual: Assemble a complete set of emergency information indicating procedures for use by emergency personnel and by Owner's operating personnel for types of emergencies indicated. C. Product Maintenance Manual: Assemble a complete V%Naintenance data indicating care and maintenance of each product, material, and finish inc ``n porated into the Work. D. Operation and Maintenance Manuals: Assemblt(�C�r'Iplete set of operation and maintenance data indicating operation and maintenan ach system, subsystem, and piece of equipment not part of a system. .`�, o � ^ 1. Engage a factory -authorized ice r pr entativ assemble and prepare information for each system system, iece f (Z ent not part of a system. 2. Prepare a separate maw I or ea � tem Nubsystem, in' the form of an instructional manual fussmy Owriau ernatiq 5onnel. E. Manufacturers' Data: WyrtanuaJr��tai m�ufacturers' standard printed data, include only sheets pertinentduct pon ns ailed. Mark each sheet to identify each product or compo cor in oji]� If data include more than one item in a tabular format, i each it ng priate references from the Contract Documents. Identify dat�ep ble to the rk agd dej�(e references to information not applicable. v ♦llll „J 1. Prepare supplementarytmanufacturers' standard printed data are not available and where the infor i necessary for proper operation and maintenance of equipment or system F. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of component parts of equipment and systems and to illustrate control sequence and flow diagrams. Coordinate these drawings with information contained in Record Drawings to ensure correct illustration of completed installation. 1. Do not use original Project Record Documents as part of operation and maintenance manuals. 2. Comply with requirements of newly prepared Record Drawings in Division 1 Section "Project Record Documents." G. Comply with Division 1 Section "Closeout Procedures" for schedule for submitting operation and maintenance documentation. END OF SECTION 01 78 23 DEMX ARCHITECTURE OPERATIONS AND MAINTENANCE DATA FAYETTEVILLE, AR 01 78 23-7 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 01 78 39 — PROJECT RECORD DOCUMENTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for Project Record Documents, including the following: 1. Record Drawings. w 2. Record Specifications. ^ �( 3. Record Product Data. ` B. Related Sections include the following: O' 1. Division 1 Section "Closeout ProcedurEk fo neral closeout procedures. 2. Division 1 Section "Operation and Mafftnance Data" for oP� anon and maintenance manual requirements. N q�GJ 3. Divisions 2 through 16 Sections ecific re iremenyzlorlRroject Record Documents of the Work in those Sections. & `�� JJ 1.3 SUBMITTALS A. Record Drawings: CQrgp }�Iivth th {(iJn�`�V` 1. Numeial s: Contto 'f one copy of marked -up Record Prints. 2. Nums: Sub mh copiq. of`9fecord Drawings as follows: ♦ V, a.mittal: S set ofmarked-up Record Prints. Architect will initial and date each pa ark whether general scope of changes, additional information re rda and quality of drafting are.acceptable. Architect will return and Contractor provide prints for organizing into sets, printing, binding, and final submittal. b. Final Submittal: Submit marked -up Record Drawings, Print each Drawing (if requested by Owner), mark whether or not changes and additional information were recorded. B. Record Specifications: Submit Project's Specifications, including addenda and contract modifications. C. Record Product Data: Submit Product Data submittal. Where Record Product Data is required as part of operation and maintenance manuals, submit marked -up Product Data as an insert in manual instead of submittal as Record Product Data. DEMX ARCHITECTURE PROJECT RECORD DOCUMENTS FAYETTEVILLE, AR 01 78 39-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS PART 2 - PRODUCTS 2.1 RECORD DRAWINGS Record Prints: Maintain one set of blue- or black -line white prints of the Contract Drawings and Shop Drawings. 2. Preparation: Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked -up Record Prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. b. Accurately record information in an understandable drawing technique. C. Record data as soon as possible after obtaini�q it. Record and check the markup before enclosing concealed installations. ^ �( Content: Types of items requiring marking irr!c1Ad�, but are not limited to, the following: a. b. C. d. e. f. 9 h. Dimensional changes to DrawiniV.T Revisions to details shown on Depths of foundations belqft Locations and depths of u Revisions to routing oObitr) ing Revisions to electrio Actual equipmer4los. / Duct size and rp9h•ug Locations ot4ff% kaled IAtz ties. �� ts. :tion Change Directive. orders. I. Det N on the %1 Z Drawings. m. r cords for v fable d ncealed conditions. n. rd information onn�ork that is shown only schematically. 3. Mark the Contract Dr iS.oD Shop Drawings, whichever is most capable of showing actual physical con io , completely and accurately. If Shop Drawings are marked, show cross-reference the Contract Drawings. 4. Mark record sets with erasable, red -colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location. 5. Mark important additional information that was either shown schematically or omitted from original Drawings. 6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable. 2.2 RECORD SPECIFICATIONS A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. DEMX ARCHITECTURE PROJECT RECORD DOCUMENTS FAYETTEVILLE, AR 01 78 39-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 2.3 r_a 2.4 A. 2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected. 3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made. 4. For each principal product, indicate whether Record Product Data has been submitted in operation and maintenance manuals instead of submitted as Record Product Data. 5. Note related Change Orders, Record Product Data, and Record Drawings where applicable. RECORD PRODUCT DATA Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal. 1. Give particular attention to information on concea�d_ products and installations that cannot be readily identified and recorded later. t� 2. Include significant changes in the product de iv ed to Project site and changes in manufacturer's written instructions for insta a 3. Note related Change Orders, Record lions, and Record Drawings where applicable. T a MISCELLANEOUS RECORD SUBMITTAL `� Assemble miscellaneous r record keeping and submit miscellaneous records and PART 3 - EXECUTION 3.1 RECORDING A. 91 Recording: a fain one cc Record Docu ent purposes. as they occur; do not wait ur} 1+Spe on Sections for miscellaneous W actu ormance of the Work. Bind or file fo ed use and reference. I during the construction period for Project modifications to Project Record Documents Maintenance of Record DOc'Wents and Samples: Store Record Documents and Samples in the field office apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working hours. END OF SECTION 01 78 39 DEMX ARCHITECTURE PROJECT RECORD DOCUMENTS FAYETTEVILLE, AR 01 78 39-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 01 79 00 — DEMONSTRATION AND TRAINING PART1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY !Iuir A. This Section includes administrative and proceduralments for instructing Owner's personnel, including the following: O 1. Demonstration of operation of system sub stems, and equipment. 2. Training in operation and maintenancoo ystems, subsysteand equipment. 3. Demonstration and training vide B. Related Sections include the followir� 1. Division 1 Section "Pro' nagel3►e�j and nation" for requirements for preinstruction confere es. ��Jj 2. Divisions 2 throug��ectio �spej uirements for demonstration and training for produc ose S. 1.3 SUBMITTALS A. Instruction �ro� am: Submit outli �structional program for demonstration' and training, including a sZFedule of propo ates, times, length of instruction time, and instructors' names for each training myd clude learning objective and outline for each training module. V At completion of training, submit complete training manual(s) for Owner's use. B. Qualification Data: For facilitator, instructor, photographer. C. Attendance Record: For each training module, submit list of participants and length of instruction time. D. Evaluations: For each participant and for each training module, submit results and documentation of performance -based test. E. Demonstration and Training Videotapes: Submit within seven days of end of each training module. 1. Identification: On each copy, provide an applied label with the following information: DEMX ARCHITECTURE DEMONSTATION AND TRAINING FAYETTEVILLE, AR 01 79 00-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS a. Name of Project. b. Name and address of photographer. c. Name of Architect. d. Name of Contractor. e. Date videotape was recorded. f. Description of vantage point, indicating and elevation or story of construction. 1.4 QUALITY ASSURANCE location, direction (by compass point), A. Facilitator Qualifications: A firm or individual experienced in training or educating maintenance personnel in a training program similar in content and extent to that indicated for this Project, and whose work has resulted in training or education with a record of successful learning performance. B. Instructor Qualifications: A factory -authorized sery a representative, complying with requirements in Division 1 Section "Quality RegG1 ents," experienced in operation and maintenance procedures and training. C. Photographer Qualifications: A professioraalepto�ggrrapher who is erienced photographing construction projects. D. Preinstruction Conference: Conduct nferenc rojec t�vCt7mply with requirements in Division 1 Section "Project Man an inatiReview methods and procedures related to demonstration and '' •�ai ' g incl ut noyd to, the following: 1. Inspect and discuDcdtions t;p[her fa�es required for instruction. 2. Review and fi a truc hedul dIt erify availability of educational materials, instructors' p el, d I `— , and facilities needed to avoid delays. 3. Review re onten ru 4. For i r n that m t oc�ur �tside, review weather and forecasted weather cond 'on and procedure`s to�fdMb� if conditions are unfavorable. 1.5 COORDINATION A. Coordinate instruction schedule with Owner's operations. Adjust schedule as required to minimize disrupting Owner's operations. B. Coordinate instructors, including providing notification of dates, times, length of instruction time, and course content. C. Coordinate content of training modules with content of approved emergency, operation, and maintenance manuals. Do not submit instruction program until operation and maintenance data has been reviewed and approved by Architect. DEMX ARCHITECTURE DEMONSTATION AND TRAINING FAYETTEVILLE, AR 01 79 00-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS PART 2 - PRODUCTS A. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections, and as follows: 1. Motorized doors, including automatic entrance doors. 2. Equipment>. 3. Fire -protection systems, including fire alarm and fire -extinguishing systems. 4. Intrusion detection systems. 5. Conveying systems, including elevators 6. HVAC systems A 7. HVAC instrumentation and controls. /0 �( 8. Electrical service and distribution ` 9. Lighting equipment and controls. O' B. Training Modules: Develop a learning object' a ar� 4eaching outline for each module. Include a description of specific skills and knowledll&t participant is exga�ted to master. For each module, include instruction for the folloyfta 1. Basis of System Design, Operr&Onal Regztaents,�fQr teTra: Include the following: a. System, subsys 4% eqw &escr . b. Performance a ign crjt�' if Copts is delegated design responsibility. C. Operating s %s. �J v` d. Regular rI ireme� e. Equip ncti` f.Ope ch 9 Y) . i conditioitio n CO h.' a ormancecur ves. % 2. Documentation: Revij\�* wing items in detail: a. Emergency mans. b. Operations manuals. C. Maintenance manuals. d. Project Record Documents. e. Identification systems. f. Warranties and bonds. g. Maintenance service agreements and similar continuing commitments. 3. Emergencies: Include the following, as applicable: a. Instructions on meaning of warnings, trouble indications, and error messages. b. Instructions on stopping. C. Shutdown instructions for each type of emergency. d. Operating instructions for conditions outside of normal operating limits. e. Sequences for electric or electronic systems. f. Special operating instructions and procedures. DEMX ARCHITECTURE DEMONSTATION AND TRAINING FAYETTEVILLE, AR 01 79 00-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 4. Operations: Include the following, as applicable: a. Startup procedures. b. Equipment or system break-in procedures. C. Routine and normal operating instructions. d. Regulation and control procedures. e. Control sequences. f. Safety procedures. g. Instructions on stopping. h. Normal shutdown instructions. i. Operating procedures for emergencies. j. Operating procedures for system, subsystem, or equipment failure. k. Seasonal and weekend operating instructions. I. Required sequences for electric or electronic systems. M. Special operating instructions and procedures 5. Adjustments: Include the following: a. Alignments. O' b. Checking adjustments (/ C. Noise and vibration adjus*S. d. Economy and efficiency a 6. Troubleshooting: Include the Bowing:`:* e a. Diagnostic instni 0O ///���Z34 �� b. Test and inspeyN' a proce q q' 7. Maintenance: In(I�\thJe fg: � �V` a. Ins 0 pproce �` b. s cleaning gents bA6sed and methods of cleaning. C. is of cleaning agents% ethods of cleaning detrimental to product. d. ocedures for routypq�jeaning e. Procedures for t� v maintenance. f. Proceduresfo ou r%maintenance. g. Instruction on u of special tools. 8. Repairs: Include the following: a. Diagnosis instructions. b. Repair instructions. C. Disassembly; component removal, repair, and replacement; and reassembly instructions. d. Instructions for identifying parts and components. e. Review of spare parts needed for operation and maintenance. DEMX ARCHITECTURE DEMONSTATION AND TRAINING FAYETTEVILLE, AR 01 79 00-4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS PART 3 - EXECUTION 511i�]:lAll:L•tl141Z A. Assemble educational materials necessary for instruction, including documentation and training module. Assemble training modules into a combined training manual. B. Set up instructional equipment at instruction location. R1f'�G6'>I l:IQ�i iGPI A. Facilitator: Engage a qualified facilitator to prepare instruction program and training modules, to coordinate instructors, and to coordinate between Co�1[ractor and Owner for number of participants, instruction times, and location. 40 �JC B. Engage qualified instructors to instruct Owner's QPT�> Innel to adjust, operate, and maintain systems, subsystems, and equipment not part o em. C. Scheduling: Provide instruction at mutua ree�times. Fgr equipment that requires seasonal operation, provide similar ins t st each se� 1. Schedule training with Owner v4tth advaccaLtice. � D. Cleanup: Collect used and 'fto rr edu mat emove instructional equipment. Restore systems and equAr�-e o con ' xisy� re initial training use. 3.3 DEMONSTRATION A. General: Ego qualified cdmml videotapes.\R*ord each training'k demonstration-S, board diagrams, Kotographer to record demonstration and training separately. Include classroom instructions and visual aids, but not student practice. `�.) 1. At beginning of eac tra Thg module, record each chart containing learning objective and lesson outline. B. Videotape Format: Provide high -quality VHS color videotape in full-size cassettes. C. Recording: Mount camera on tripod before starting recording, unless otherwise necessary to show area of demonstration and training. Display continuous running time. END OF SECTION 0179 00 DEMX ARCHITECTURE DEMONSTATION AND TRAINING FAYETTEVILLE, AR 01 79 00-5 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 03 20 00 CONCRETE REINFORCEMENT PART 1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment, and incidentals for concrete reinforcement to complete the Work as indicated on the Drawings and as specified herein. 1.02 RELATED SECTIONS A. Section 01 30 00 - Administrative Requirements. B. Section Ol 40 00 - Quality Requirements. C. Section 03 30 00 - Cast -in -Place Concrete. 1.03 REFERENCES A. ACI 301 - Specifications for Structural Concrete for Buiyi s; American Concrete Institute International; 2010. ^^ B. ACI 318 -Building Code Requirements For Struc'tulai oncrete and Commentary; American Concrete Institute International; 2011. X VVV C. ACI SP-66 - ACI Detailing Manual; Ame,. Wcretf,IListituteOn1 al; 2004. D. ASTM A 185/A 185M -Standard Spe ifi n for to Weldeeinforcement, Plain, for Concrete; 2007. zr E. ACI 350 - Code Requirementssf ronme nginee oncrete Structures and Commentary; 2006. //��� F. ASTM A 615/A 615M - S1,yyp3►d Spe�f�ion foi�OlFormed and Plain Billet -Steel Bars for Concrete Reinforcement. 5. ACC �l 1 G. CRSI (DA4) - Manu 26'Qtan .Nc?c t> to Reinforcing Steel Institute; 2009. H. CRSI (Pl)-/PllaaPfl9ilieinforcin ors; Conn Reinforcing Steel Institute; Ninth Edition. 1.04 SUBMITTALS l IV ♦ CO A. See Section 0 30 00 - AdmiOwith Requirements, for submittal procedures. B. Shop Drawings: Shop draw'nforcement for fabrication, bending, and placement of concrete reinforcement. CoACI SP-66 (2004), "ACI Detailing Manual," showing bar schedules, stirrup spacing, diagrams of bent bars, and arrangement of concrete reinforcement. Include special reinforcement required for openings through concrete structures. Include locations of construction joints and additional reinforcing for construction joints. C. Review of these drawings is mandatory by the Structural Engineer of Record prior to fabrication. D. Manufacturer's Certificate: Certify that reinforcing steel and accessories supplied for this project meet or exceed specified requirements. 1.05 QUALITY ASSURANCE A. Perform work of this section in accordance with ACI 301. B. Provide Engineer with access to fabrication plant to facilitate inspection of reinforcement. Provide notification of commencement and duration of shop fabrication in sufficient time to allow inspection. DEMX ARCHITECTURE FAYETTEVILLE, AR CONCRETE REINFORCEMENT 032000-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS PART 2 PRODUCTS 2.01 REINFORCEMENT A. Reinforcing Steel: ASTM A 615/A 615M Grade 60 (420). 1. Plain billet -steel bars. 2. Unfinished. B. Welded Wire Fabric: ASTM A185 1. Plain welded steel wire fabric. 2. Unfinished. C. Reinforcement Accessories: 1. Tie Wire: Annealed, minimum 16 gage. 2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement. a. For slabs -on -grade, use supports with sand plat gs or horizontal runners where base material will not support chair legs. b. For exposed -to -view concrete surfaces where I s of supports are in contact with forms provide supports with legs that ar is protected (CRSI, Class 1) or stainless steel protected (CRSI, Class v 2.02 FABRICATION A. Fabricate concrete reinforcing in accord 3Q y h CS(A4) - Mar0 of Standard Practice. B. Welding of reinforcement is not permit C. Locate reinforcing splices not indit�d on drat poln� �tinimum stress. 1. Submit locations of splice gmeer� �� PART 3 EXECUTION AV ` ...w (�. 3.01 PLACEMENT e, A. General: Comply witiAelVincretorcinfterinstitute's recommended practice for Placing Reinforci " fo� an � s of reinforcement placement and supports and as specifie i . B. Avoid cutti or ncturing vapor r%t r during reinforcement placement and concreting operations. C. Accurately place, support a einforcement against displacement. Do not deviate from required position. D. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials that remove or destroy bond with concrete. E. Accommodate placement of formed openings. F. Place reinforcement to obtain at least minimum coverages for concrete protection and within tolerances permitted by ACI 318 unless noted otherwise on the drawings. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. G. Install welded wire fabric in as long lengths as practical. Lap adjoining pieces at least two full mesh lengths and lace splices with wire. Offset laps of adjoining widths to prevent continuous laps in either direction. H. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not interfere with concrete placement. DEMX ARCHITECTURE CONCRETE REINFORCEMENT FAYETTEVILLE, AR 03 20 00 - 2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 3.02 FIELD QUALITY CONTROL A. An independent testing agency will perform field quality control inspection and testing as indicated on the Drawings. END OF SECTION 4� O' Go P �� Cj DEMX ARCHITECTURE CONCRETE REINFORCEMENT FAYETTEVILLE, AR 03 20 00 - 3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 03 30 00 CAST -IN -PLACE CONCRETE PART 1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals for cast -in -place concrete required to complete the Work as indicated on the Drawings and as specified herein. 1.02 RELATED SECTIONS A. Section 03 20 00 - Concrete Reinforcement. 1.03 REFERENCES A. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete; American Concrete Institute International; 1991 %approved 2009). B. ACI 301 - Specifications for Structural Concrete for Bu American Concrete Institute International; 2010. ('�� C. ACI 305R - Hot Weather Concreting; American Institute International; 2010. D. ACI 306R - Cold Weather Concreting; AmericV C rete Institute International; 2010. E. ACI 308R - Guide to Curing Concrete; (Reapproved 2008). F. ACI 350 - Code Requirements For Eru Concrete Institute Internationa42001 G. ACI 318 - Building Code Req�y( Concrete Institute Internati 1 H. ASTM A 615/A 615M - r Concrete Reinforce 15. I. ASTM C 33 - Stann pecifN J. ASTM C 39 Standard - Specimens, 0 K. ASTM C 94/C 94M - Standard 1 L. ASTM C 150 - Standard Sp cifi M. ASTM C 171 - Standard Soeci i Institute Ift4mational; 2001. .+k Structures; American XV for - ' `oal C�e�Qe and Commentary; American ion r l orrmjed and Plain Billet -Steel Bars for rMe Aggregates; 2011. ihto Compressive Strength of Cylindrical Concrete ration for Ready -Mixed Concrete; 2014. for Portland Cement; 2012. for Sheet Materials for Curing Concrete; 2013. N. ASTM C 173/C 173M - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method; 2014. 0. ASTM C 260 - Standard Specification for Air -Entraining Admixtures for Concrete; 2010. P. ASTM C 309 - Standard Specification for Liquid Membrane -Forming Compounds for Curing Concrete; 2011. 0. ASTM C 494/C 494M - Standard Specification for Chemical Admixtures for Concrete; 2013. R. ASTM C 685/C 685M - Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing; 2014. S. ASTM C 881 /C 881 M - Standard Specification for Epoxy -Resin -Base Bonding Systems for Concrete; 2014. T. COE CRD-C 572 - Corps of Engineers Specifications for Polyvinylchloride Waterstop; Corps of Engineers; 1974. DEMX ARCHITECTURE FAYETTEVILLE, AR CAST -IN -PLACE CONCRETE 03 30 00 - 1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 1.04 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product data for proprietary materials and items, including reinforcement and forming accessories, admixtures, patching compounds, dry -shake finish materials, and others as requested by the Architect. C. Shop drawings for reinforcement, prepared under the supervision of a registered Professional Engineer for fabrication, bending, and placement of concrete reinforcement. Comply with ACI SP-66 (04), "ACI Detailing Manual," showing bar schedules, stirrup spacing, diagrams of bent bars, and arrangement of concrete reinforcement. Include special reinforcement required for openings through concrete structures. Include locations of construction joints and additional reinforcing for construction joints. D. Shop drawings and calculations for formwork, shoring and reshoring, prepared by a registered Professional Engineer, for fabrication erection of forms for specific finished concrete surfaces. Show for construction including jointing, special far joint o veals, location and pattern of form tie placement, and other items that affect expose to visually. Formwork, shoring and reshoring shop drawings, and calculations must be he seal and signature of an engineer registered in the jurisdiction where the pr e is being constructed. 1. Engineer's review is for general architectu I cations and features only. Design of formwork for structural stability and eff' en is Contractor's responsibility. E. Laboratory test reports for concrete ma id sign test. e) F. Minutes of pre -construction conferenc G. Manufacturer's Installation Instruc ' s: Indi ,*alla 4 Ze ures and interface required with adjacent constru r conc cessq 1.05 QUALITY ASSURANCE /�� vv A. Perform work of this sec �,i actor with ACY30T and ACI 318. 1. Maintain one c RY` * d nt on B. Follow recommen �8 of �L� eting during hot weather. C. Fallow recommns of AA306R wh oncreting during cold weather. PART 2 PRODUCTS G ♦ G, 2.01 FORM MATERIALS A. Forms for Exposed Finish nc � lywood, metal, metal -framed plywood faced, or other acceptable panel -type mat to provide continuous, straight, smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number of joints and to conform to joint system shown on drawings. B. Forms for Unexposed Finish Concrete: Plywood, lumber, metal, or other acceptable material. Provide lumber dressed on at least 2 edges and one side for tight fit. C. Form Coatings: Provide commercial formulation form -coating compounds with a maximum VOC (Volatile Organic Compounds) of 350 mg/I that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. D. Form Ties: Factory -fabricated, adjustable -length, removable or snap -off metal form ties, designed to prevent form deflection and to prevent spalling concrete upon removal. Provide units that will leave no metal closer than 1-1 /2 inches to exposed surface. 1. Provide ties that, when removed, will leave holes not larger than 1 inch diameter in concrete surface. 2.02 REINFORCEMENT A. Comply with requirements of Section 03200. DEMX ARCHITECTURE CAST -IN -PLACE CONCRETE FAYETTEVILLE, AR 03 30 00 - 2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 2.03 CONCRETE MATERIALS A. Cement: ASTM C 150, Type I - Normal Portland type. 1. Use one brand of cement throughout project unless otherwise acceptable to Engineer. B. Fine and Coarse Aggregates: ASTM C 33. Provide aggregates from a single source for exposed concrete. 1. Do not use fine or coarse aggregates containing spalling-causing deleterious substances. 2. Local aggregates not complying with ASTM C33 but that special tests or actual service have shown to produce concrete of adequate strength and durability may be used when approved by the Engineer. C. Fly Ash: ASTM C 618, Class C or F. D. Calcined Pozzolan: ASTM C 618, Class N. E. Water: Clean and not detrimental to concrete. 2.04 CHEMICAL ADMIXTURES A. General: Do not use chemicals that will result in by weight of cement. B. Air -Entraining Admixture: ASTM C 260, certified) required admixtures. .��]"�"] 1. Products: Subject to compliance`� a. "Air -Mix" or "AEA 92", Euclid>9�pr Ica1 b. "Darex AEA" or "Daravair,' R. race c. "MB-VR" or "Micro -A' ,"�er Bu 4 d. "Sika AER," Sika C r C. Water -Reducing Admixture C 4 tpe i 1. Products: Subject t lion re a. "Eucon W Euc 91 ;off b. "WRDA col", ac���yr���\ c. "PC ON" or a vheed7l N 0 ions in excess of 0.05 percent to be compatible with other rem t gQ f the following: Co. �o. �Sllnci.�� V reQnts, provide one of the following: iQcon MR", Euclid Chemical Co. aster Builders, Inc. D. High -Rang W Reducing AdmiH(u&JScuper Plasticizer): ASTM C 494, Type For Type G. The admixt all not contain o tfran 0.05 percent Chloride ions. 1. Products: Subject to cowl with requirements, provide one of the following: a. "Eucon 37", "Euc 1 or "Plastol 5000", Euclid Chemical Co. b. "WRDA 19" or "Da?Wm 100", W.R. Grace & Co. c. "Rheobuild 1000" or "Rheobuild 716", Master Builders, Inc. d. "Sikament 300;' Sika Corp. E. Water Reducing, Non -Corrosive, and Non -Chloride Accelerating Admixture: ASTM C 494, Type C or Type E, and not contain more than 0.05% chloride ions. 1. The admixture manufacturer must have long-term non -corrosive test data from an independent testing laboratory (of at least one year duration) using an acceptable accelerated corrosion test method such as electrical potential measures. 2. Products: Subject to compliance with requirements, provide one of the following: a. "Accelguard 80", "Accelguard 90", or "Eucon NCA", Euclid Chemical Co. b. "Daraset" W.R. Grace & Co. c. "Pozzutec 20," Master Builders, Inc. F. Water -Reducing, Retarding Admixture: ASTM C 494, Type D. 1. Products: Subject to compliance with requirements, provide one of the following: a. "Eucon Retarder 75, "Euclid Chemical Co. b. "Daratard-17," W.R. Grace & Co. DEMX ARCHITECTURE CAST -IN -PLACE CONCRETE FAYETTEVILLE. AR 03 30 00 - 3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS c. "Pozzolith 300-R," Master Builders, Inc. d. "Plastiment"SikaCorporation. G. Prohibited Admixtures: Calcium chloride, thiocyanates or admixtures containing more than 0.05% chloride ions are not permitted H. Certification: Written conformance to the requirements and the chloride ion content of the admixture will be required from the admixture manufacturer prior to the mix design review by the Engineer. 2.05 ACCESSORY MATERIALS A. Non -Shrink Grout: ASTM C 1107; premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents. In addition, the grout manufacturer shall furnish test data from an independent laboratory indicating that the grout, when placed at a fluid consistency, shall achieve 95% bearing under a 48" x 48" base plate. 1. Products: Subject to compliance with requirements, provide one of the following: a. "Euco NS", Euclid Chemical Co. b. "Masterflow 713," Master Builders, Inc. 10 c. "Crystex," L&M Construction Chemicals, I ` 2. Where high fluidity and/or increased placinj�re required, use high flow grout. In addition, the grout manufacturer shall furn t data from an independent laboratory indicating that the grout, when placed ajkfl consistency, shall achieve 95% bearing under and 18" x 36" base plate. /�� NJ tt��, ((((((��J�����'��' a. Available Products: Subject W liancery%requir , products which may be incorporated in the wor nc e, but rej�lot limi� e following: 1) "Master to 928 Per Che ica�. �L 2) "Masterflow 928, Per Bui a ``, Inc. 3) Minimum CoALes Ive St r at : 2,400 psi. 4 Minimum d�i ressive th s:7,000 psi. B. Waterstops: Pres' Ib-t Itersto. at onstruction joints and other joints as indicated. Size tsvvC. Polyvinyl Chloritops: orp of �`rs CRD-C 572. 1. Manufect to cor�p)igace with requirements, provide products of one of the follow a. The Burke Co. b. Greenstreak Plasjjt P, s Co. c. W. R. Meadows, D. Vapor Retarder: Provide vapor retarder cover over prepared base material where indicated below slabs on grade. Use only materials that are resistant to deterioration when tested in accordance with ASTM E 154, as follows: 1. Polyethylene sheet not less than 10 mils thick. E. Absorptive Cover: Burlap cloth made from jute or kenaf, weighing approximately 9 oz. per sq. yd., complying with AASHTO M 182, Class 2. F. Moisture -Retaining Cover: One of the following, complying with ASTM C 171. 1. Waterproof paper. 2. Polyethylene film. 3. Polyethylene -coated burlap. G. Curing and Sealing Compound (VOC Compliant, 700 g/1): Liquid type membrane -forming curing compound, clear styrene acrylate type, complying with ASTM C1315, Type I, Class B, 25% solids content minimum. Moisture loss shall be no more than 0.30 Kg/m2 when applied at 300 sq. ft./gal. Manufacturer's certification is required. DEMX ARCHITECTURE CAST -IN -PLACE CONCRETE FAYETTEVILLE, AR 03 30 00 - 4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 1. Products: Subject to compliance with requirements, provide one of the following: a. "Super Rez Seal," Euclid Chemical Co. b. "Masterseal 30," Master Builders. c. "Kure N Seal 30," Sonneborn. Evaporation Control: Monomolecular film -forming compound applied to exposed concrete slab surfaces for temporary protection from rapid moisture loss. 1. Products: Subject to compliance with requirements, provide one of the following: a. "Eucobar," Euclid Chemical Co. b. "E-Con," L&M Construction Chemicals, Inc. c. "Confilm," Master Builders, Inc. 2.06 CONCRETE SURFACE SEALER A. Apply silane or siloxane, penetrating sealer to all building interior concrete slab surfaces as specified below: 1. Minimum 40 percent solids by weight. 2. Products: Subject to compliance with requiremenyo de one of the following: a. "Isoflex 618," LymTal International Inc. b. "Pentane 40," L & M Construction Che iZ)'`nc. c. "Euco-Guard VOX," Euclid Chemical C d. "Environseal," Hydrozo Co. 2.07 BONDING AND JOINTING PRODUCTS^ ` z A. Joint Filler: Nonextruding, resilient as h t pregnat d iberb felt, complying with ASTM D 1751, 1/4 inch thick and 4/ 'i� hes deep` ue a d rofile. B. Joint Filler: Compressible asph1�6tic witk TaRtcers plying with ASTM D 994, 1 /4 inch thick and 4 inches deep C. Bonding Compound: P� i�l acetate ylic 1. Products: Subjec t plian i req ' erilents, provide one of the following: a. Polyvinyl to (I to r y): •``� 1) "E eld,"E eD. 2) vv eld," L& onstr cti Chemicals, Inc. b. A ryli or Styrene Butadi(N 1) SBR Latex," Euc' emical Co. 2) "Daraweld Caer e & Co. 3) "Everbond,"struction Chemicals, Inc. 4) "Acryl-Set,"uilders, Inc. D. Epoxy Adhesive: ASTM C 881, two -component material suitable for use on dry or damp surfaces. Provide material "Type," "Grade," and "Class" to suit project requirements. 1. Products: Subject to compliance with requirements, provide one of the following: a. "Euco Epoxy System #452MV or Eucopoxy LPC," Euclid Chemical Co. b. "Concresive 1001," Master Builders, Inc. c. "Sikadur 32 Hi -Mod," Sika Corp. 2.08 CONCRETE MIX DESIGN A. Prepare design mixes for each type and strength of concrete by either laboratory trial batch or field experience methods as specified in ACI 301, Section 4.2.3. If trial batch method used, use an independent testing facility acceptable to Engineer for preparing and reporting proposed mix designs. The testing facility shall not be the same as used for field quality control testing. B. Submit written reports to Engineer of each proposed mix for each class of concrete at least 15 days prior to start of work. Do not begin concrete production until proposed mix designs have been reviewed by Engineer. DEMX ARCHITECTURE CAST -IN -PLACE CONCRETE FAYETTEVILLE, AR 03 30 00 - 5 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS C. The exact percentage of supplementary cementitious material used shall be based on a successful test placement on -site. 1. Fly Ash Content: Maximum 15 percent of cementitious materials by weight. 2. Calcined Pozzolan Content: Maximum 10 percent of cementitious materials by weight. D. Design mixes to provide normal weight concrete with as indicated on drawings and schedules: E. Adjustment to Concrete Mixes: Mix design adjustments may be requested by Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant, as accepted by Engineer. Laboratory test data for revised mix design and strength results must be submitted to and accepted by Engineer before using in work. F. Water -Cement Ratio: Provide concrete for following conditions with maximum water -cement (W/C) ratios as follows 1. Subjected to freezing and thawing; W/C 0.45. 2. Subjected to deicers/watertight; W/C 0.40. 3. Reinforced concrete subjected to brackish water, salt ray, or deicers; W/C 0.40. 4. Trowel finish interior floors subjected to small ha�W traffic; W/cm 0.50. G. Slump Limits: Proportion and design mixes to resu as follows: 1. Ramps, slabs, and sloping surfaces: Not ml r 2. Reinforced foundation systems: Not lesa 1 3. Concrete containing HRWR admixI rpl- of HRWR to verified 2-inch to 3-i p on shake hardener). ,,[( 4. Other concrete: Not more chesN 2.09 ADMIXTURES v� A. Use water -reducing admix �r high - concrete as required for ent B. Use nonchloride ac 2 a g ad in below 50 deg F (1=C ). vkpo-z slump at point of placement ''an 3 inches. inch and not more than 3 inches. sticizer): 7 to Mh range after addition (3" to concrete receiving a dry �ing admixture (Superplasticizer) in slabs placed at ambient temperatures C. Use high-ra ver-reducin j►admix>reWWR) in pumped concrete, concrete for industrial slabs, archi ct ral concrete, parkil cture slabs, concrete required to be watertight, and concrete wit ater/cement rat' rR llow 0.50. D. Use air -entraining admixtur miler r exposed concrete unless otherwise indicated. Add air - entraining admixture at ma if turer's prescribed rate to result in concrete at point of placement having total air content with a tolerance of plus or minus 1-1/2 percent within following limits: 1. Concrete structures and slabs exposed to freezing and thawing, deicer chemicals, or hydraulic pressure: a. 5.0 percent for 1-1/2-inch max aggregate. b. 5.5 percent for 1-inch max aggregate. c. 5.5 percent for 3/4-inch max aggregate. d. 6.0 percent for 1/2-inch max aggregate. 2. Other concrete (not exposed to freezing, thawing, or hydraulic pressure) or to exposed interior steel troweled finished subjected to vehicular traffic: maximum 3 percent air. E. Use admixture for water reduction and set controls in strict compliance with manufacturer's directions. 2.10 MIXING A. Job -Site Mixing: Mix materials for concrete in appropriate drum -type batch machine mixer. For mixers of one cu. yd. or smaller capacity, continue mixing at least 1-1 /2 minutes, but not DEMX ARCHITECTURE CAST -IN -PLACE CONCRETE FAYETTEVILLE, AR 03 30 00 - 6 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS more than 5 minutes after ingredients are in mixer, before any part of batch is released. For mixers of capacity larger than one cu. yd., increase minimum 1-1/2 minutes of mixing time by 15 seconds for each cu. yd. or fraction thereof. B. Provide batch ticket for each batch discharged and used in work, indicating project identification name and number, date, mix type, mix time, quantity, and amount of water introduced. C. Ready -Mix Concrete: Comply with requirements of ASTM C 94, and as specified. 1. When air temperature is between 85 deg F (30 deg C) and 90 deg F (32 deg C), reduce mixing and delivery time from 1-1 /2 hours to 75minutes, and when air temperature is above 90 deg F (32 deg C), reduce mixing and delivery to 60 minutes. 2.11 PRE -CONCRETE CONFERENCE A. This conference shall be held at least 7-14 days prior to the beginning of the installation of foundations. The Contractor shall hold a meeting to review the detailed requirements for the concrete, including the concrete mix designs, placing tech es, finishing techniques, curing techniques and, the equipment required for these proc r B. The Contractor shall require responsible representf8 every party who is concerned with the concrete work to attend the conference, incl i ut not limiting to, the following: 1. Contractor's superintendent. 2. Laboratory responsible for the contract si mix. 3. Laboratory responsible for field qu�� rol� Z 4. Concrete subcontractor. 5. Ready -mix concrete producer( sr 6. Admixture manufacturer. O` 7. Concrete pumping contLacN 8. Engineer 9. Owner project C. Minutes of the by him to all p� also be transrr IT' d, ty.p Sd printed by the Contractor and distributed We meeting. One copy of the minutes shall i r ation purposes: 1. Oe6 �centatwe. 2. ResidesidA4 gineer. 3. Structural engineer. ` D. The minutes shall include a sta ent by the concrete contractor indicating that the proposed mix design and placing tech es can produce the concrete quality required by these specifications. E. The Structural Engineer will be present at the conference. The Contractor shall notify the Structural Engineer at least 10 days prior to the scheduled date of the conference. IZ13ir7:F4;1fl1tt1B1J 3.01 EXAMINATION fol A. Verify lines, levels, and dimensions before proceeding with work of this section. B. Coordinate the installation of joint materials and vapor retarder with placement of forms and reinforcing steel. 3.02 PREPARATION A. Where new concrete is to be bonded to previously placed concrete, prepare existing surface by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions. DEMX ARCHITECTURE CAST -IN -PLACE CONCRETE FAYETTEVILLE, AR 03 30 00 - 7 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 3.03 FORMS A. General: Design, erect, support, brace, and maintain formwork to support vertical and lateral, static and dynamic loads that might be applied until concrete structure can support such loads. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation, and position. Maintain formwork construction tolerances complying with ACI 347. B. Construct forms to sizes, shapes, lines, and dimensions shown and to obtain accurate alignment, location, grades, level, and plumb work in finished structures. Provide for openings, offsets, sinkages, keyways, recesses, moldings, rustications, reglets, chamfers, blocking, screeds, bulkheads, anchorages, inserts, and other features required in work. Use selected materials to obtain required finishes. Solidly butt joints and provide backup at joints to prevent leakage of cement paste. C. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush plates or wrecking plates where stripping m damage cast concrete surfaces. Provide top forms for inclined surfaces where slope is t �$p to place concrete with bottom forms only. Kerf wood inserts for forming keyways, reces es, and the like, for easy removal. D. Provide temporary openings where interior area ofiolRfwork is inaccessible for cleanout, for inspection before concrete placement, and for a e nt of concrete. Securely brace temporary openings and set tightly to forms !lLprEKnt loss of concrete mortar. Locate temporary openings in forms at inconspicep&s Jocations. is E. Chamfer exposed corners and edges chamfer strips fabricated to produce F. Provisions for other Trades: other trades. Determine size providing such items. Accul G. Cleaning and l Remove chips, forms and bra( maintain orooe wood, YPVC, or other rubber nes a dge joints. ete ork to accommodate work of poe es, and chases from trades rt items built into forms. adjacent surfaces to receive concrete. : before concrete is placed. Retighten red to prevent mortar leaks and H. Tolerances(or ed surfaces sh4LI (4%oFm to the following: 1. Varian om plumb: J a. In the lines and surf olumns, piers, walls, and in arises: 1) In any 10 ft. t /4 in. 2) Maximum fo entire length 1/2 in. b. For exposed corner columns, control -joint grooves and other conspicuous lines: 1) In any 20 ft. length 1/4 in. 2) Maximum for the entire length 1 /2 in. 2. Variation from the level or from the grades specified in the contract documents: a. In slab soffits, ceilings, beam soffits and in arises, measured before removal of supporting shores: 1) Maximum for the entire length 3/8 in. b. In exposed lintels, sills, parapets, horizontal grooves and other conspicuous lines: 1) Maximum for the entire length 1 /2 in. 2) Refer to section regarding monolithic slab finishes for F(F) and F(L) numbers. 3. Variation of the linear building lines from established position in plan and related position of columns, walls and partitions: a. In any bay 1 /4 in. b. In any 20 ft. of length 3/8 in. c. Maximum for the entire length 1 /2 in. OEMX ARCHITECTURE FAYETTEVILLE. AR CAST -IN -PLACE CONCRETE 033000-8 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 4. Variation in the sizes and locations of: a. Sleeves, floor openings and wall openings 1/4 in. 5. Variation in cross sectional dimensions columns and beams and in the thickness of slabs and walls: a. Minus 1/4 in. b. Plus 1/4 in. 6. Footings a. Variations in dimensions in plan: 1) Minus 1/2 in. 2) Footings 2 in. b. Misplacement or eccentricity: 1) 2 percent of the footing width in the direction of the misplacement, but not more than 2 in. c. Thickness: 1) Decrease in specified thickness 5 % 2) Increase in specified thickness No limit/ 7. Variation in steps: O' a. In a flight of steps: 1) Rise+1/8in. 2) Tread+ 1/4 in. b. Inconsecutive steps: �e) 1) Rise+1/16in. 2) Tread+ 1/8 in. ,( 8. Construct edges of slabs tp t Nnce ttt�+ompa� h the connections of the architectural finishes. 7C�.J� 3.04 VAPOR RETARDER INSTALLATI A. General: Following leveli tam gr ula ase for slabs on grade, place vapor retarder sheeting w�n st d rge� n parish direction of pour. B. Lap joint 6 inches n eal va rde[�it� with manufacturers' recommended mastic and pressur n® a tape. `�j 3.05 INSTALLING RE IF RCEMENT A. A. General: Comply with requireA�� of Section 03200 Concrete Reinforcement. 3.06 JOINTS A. Construction Joints: Locate install construction joints as indicated or, if not indicated, locate so as not to impair strength and appearance of the structure, as acceptable to Engineer. Submit locations of construction joints with shop drawings showing reinforcement. B. Place construction joints perpendicular to main reinforcement. Continue reinforcement across construction joints except as otherwise indicated. C. Use bonding agent on existing concrete surfaces that will be joined with fresh concrete. D. Waterstops: Provide waterstops in construction joints as indicated. Install waterstops to form continuous diaphragm in each joint. Make provisions to support and protect exposed waterstops during progress of work. Field -fabricate joints in waterstops in accordance with manufacturer's printed instructions. E. Isolation Joints in Slabs -on -Ground: Construct isolation joints in slabs -on -ground at points of contact between slabs -on -ground and vertical surfaces, such as column pedestals, foundation walls, grade beams, and elsewhere as indicated. 1. Joint filler and sealant materials are specified in Division 7 Sections of these specifications. DEMX ARCHITECTURE CAST -IN -PLACE CONCRETE FAYETTEVILLE, AR 03 30 00 - 9 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS F. Contraction (Control) Joints in Slabs -on -Grade: Construct contraction joints in slabs -on - ground to form panels of patterns as shown. 1. If joints are formed by saw cuts, saw cut joints immediately after slab finishing and as may be safely done without dislodging aggregate using a Soff-Cut machine or equal to a depth of 1.25 inches deep or as indicated on the Drawings. 2. If joints are formed by preformed inserts, insert premolded plastic, hardboard or fiberboard strip into fresh concrete until top surface of strip is flush with slab surface. Tool slab edges round on each side of insert. After concrete has cured, remove inserts and clean groove of loose debris. 3. Joint sealant material is specified in Division 7 Sections of these specifications. 3.07 INSTALLATION OF EMBEDDED ITEMS A. General: Set and build into work anchorage devices and other embedded items required for other work that is attached to or supported by cast -in -place concrete. Use setting drawings, diagrams, instructions, and directions provided by supplier of items to be attached thereto. B. Forms for Slabs: Set edge forms, bulkheads, and inter icreed strips for slabs to obtain required elevations and contours in finished surfaces. r ide and secure units to support screed strips using strike -off templates or compaq�RgAype screeds. 3.08 PREPARATION OF FORMS SURFACES v5 A. Clean re -used forms of concrete matrix resijreair and patch, as required, to return forms to acceptable surface condition. ` ,,++te�e) B. General: Coat contact surfaces of form an a pr ed, nonct�idtiav1, low-VOC, form - coating compound before reinforcerl�nt is plaF 2 =J� C. Do not allow excess form -coati ®tenal t mula orms or to come into contact with in -place concrete surfagks a�einst esh c e will be placed. Apply in compliance with manufact� 4instruptjo, D. Coat steel forms with taining� preveQta a material. Rust -stained steel formwork is not acceptable. ''��vv � .`Zta 3.09 PLACING CONCR� g 4 A. Inspection acing con ete i ec and complete formwork installation, reinforcing steel, and it o be embedded or�a'n. Notify other crafts to permit installation of their work; cooperate with other tradtWh aettinq such work. B. General: Comply with ACI 3cornmend Practice for Measuring, Mixing, Transporting, and Placing Concrete," and as hNeiill specified. C. All water in the concrete mix shall be added at the mix plant. Water shall not be added at the jobsite. D. Notify Engineer not less than 24 hours prior to commencement of placement operations. E. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete that has hardened sufficiently to cause formation of seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as herein specified. Deposit concrete to avoid segregation at its final location. F. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than 24 inches and in a manner to avoid inclined construction joints. Where placement consists of several layers, place each layer while the preceding layer is still plastic to avoid cold joints. 1. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand - spading, rodding, or tamping. Use equipment and procedures for consolidation of concrete in accordance with ACI 309. DEMX ARCHITECTURE CAST -IN -PLACE CONCRETE FAYETTEVILLE, AR 03 30 00 - 10 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 2. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations no farther than visible effectiveness of machine. Place vibrators to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have not begun to set. At each insertion limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing segregation of mix. G. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation, within limits of construction joints, until the placing of a panel or section is completed. 1. Consolidate concrete during placing operations so that concrete is thoroughly worked around reinforcement and other embedded items and into corners. 2. Bring slab surfaces to correct level with straightedge and strike off. Use highway bull floats or darbies to smooth surface, free of humps or hollows. Do not disturb slab surfaces prior to beginning finishing operations. 3. Maintain reinforcing in proper position during conccrAret acement. H. Cold -Weather Placing: Comply with provisions of ACI 30ga d as follows. Protect concrete work from physical damage or reduced strength thpal be caused by frost, freezing actions, or low temperatures. I. When air temperature has fallen to or is exp ted fall below 40 deg F (4 deg C), uniformly heat water and aggregates before mixing to eftin a concrete mixtt.Atemperature of not less than 50 deg F (10 deg C) and not more eg deg C) of placement. 1. Do not use frozen materials or maZis contai g ice o Do not place concrete on frozen subgrade or on sub de contai roze 2. Only the specified non -co � iv on-c acce���ryp�� shall be used. J. Hot -Weather Placing: When t weather ons e ' lKdt would seriously impair quality and strength of concrete, p(N ricre om th ACI 305 and as herein specified. 1. Cool ingredients b F fixing tai co ete temperature at time of placement below 90 deg F C). water be chilled, or chopped ice may be used to control temp pro ater nt of ice is calculated to total amount of mixing Na a of Iiqui nitrogen of concrete is Contractor's option. 2. Cover ein mg steel wit wakt a ed burlap if it becomes too hot, so that steel tempe a will not exceed taarmbient air temperature immediately before embedment in concrete. 3. Fog spray forms, reinf i e I, and subgrade just before concrete is placed. 4. Use water -reducing re g admixture when required by high -temperatures, low humidity, or other adverse placing conditions, when acceptable to the Engineer. 5. Special hot weather concreting practices for watertight concrete in addition to other items specified: a. When low humidity or windy conditions exist, construct a temporary wind barrier around the concrete pour. b. Fog spray the entire placement during and for 3 hours after, final finishing with approved compressed air or mist foggers. Fog the air above the slab until a sheen appears on the slab surface, but do not allow standing water to build up on the slab surface.' c. Immediately after bull floating, apply a monomolecular film -forming compound for evaporation control 3.10 FINISH OF FORMED SURFACES A. Rough Form Finish: For formed concrete surfaces not exposed to view in the finish work or concealed by other construction. This is the concrete surface having texture imparted by DEMX ARCHITECTURE FAYETTEVILLE, AR CAST -IN -PLACE CONCRETE 03 30 00 - 11 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS form -facing material used, with tie holes and defective areas repaired and patched, and fins and other projections exceeding 1 /4 inch in height rubbed down or chipped off. B. Smooth Form Finish: For formed concrete surfaces exposed to view or to be covered with a coating material applied directly to concrete, or a covering material applied directly to concrete, such as waterproofing, dampproofing, veneer plaster, painting, or other similar system. This is an as -cast concrete surface obtained with selected form -facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch defective areas with fins and other projections completely removed and smoothed. C. Related Unformed Surfaces: At top of walls, horizontal offsets, and similar uniformed surfaces occurring adjacent to formed surfaces, strike -off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent uniformed surfaces unless otherwise indicated. D. Grout -Cleaned Finish: Provide grout -cleaned finish to scheduled concrete surfaces that have received smooth form finish treatment. 1. ' Combine one part portland cement to 1-1 /2 parts ej d by volume, and a 50: 50 mixture of acrylic or styrene butadiene-based bonldsi admixture and water to consistency of thick paint. Blend standard pooNd cement and white portland cement, amounts determined by trial patches, sot color of dry grout will match adjacent surfaces. 2. Thoroughly wet concrete surfaces, app out to coat surface nd fill small holes. Remove excess grout by scri ing clean bukaeep damp by fog spray for at least 36 hours after ru 3.11 MONOLITHIC SLAB FINISHES ` •`` A. Trowel Finish: Apply trowel finisonolitl c(12b surf c to be exposed to view and slab surfaces to be covered with ilie t Floors( arp is or quarry tile, paint, or other thin film finish coating system. 1. After floating, be t tro, i 3Ti op do using a power driven trowel. Begin final troweling when a e pror4iL XWa 'and as trowel is moved over surface. Consolidate to su �(y fioweling operation, free of trowel marks, uniform 'n a lire and ap aranceurface leveled to tolerances of Ff 25 - FL 20. G? sBoth surface defegtOl at would telegraph through applied floor covering 2. Note Areas requiring qui oncrete. B. Trowel and Fine Broom Fin h: ere ceramic or quarry tile is to be installed with thin -set mortar, apply initial a single el finish as specified, then immediately follow with slightly scarifying surface by fine brooming. Texture shall be as approved by Engineer from sample panel. 1. Apply nonslip broom finish to exterior concrete platforms, steps, and ramps, and elsewhere as indicated. a. Immediately after float finishing, slightly roughen concrete surface by brooming with a fiber -bristle broom perpendicular to main traffic route. Coordinate required final finish with Owner project manager before application. b. After curing, lightly work surface with a steel wire brush, or an abrasive stone, and water to expose nonslip aggregate. 3.12 CURING AND PROTECTION A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. In hot, dry, and windy weather, protect concrete from rapid moisture loss before and after finishing operations with an evaporation -control material. Apply in accordance with manufacturer's instructions after screening and bull floating, but before power floating and troweling. DEMX ARCHITECTURE CAST -IN -PLACE CONCRETE FAYETTEVILLE, AR 03 30 00 - 12 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS B. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Cure continuously for not less than 7 days. C. Curing Methods: Perform curing of concrete by curing and sealing compound, by moist curing, by moisture -retaining cover curing, and by combinations thereof, as herein specified. Cure watertight concrete by moist curing or moisture cover curing for a minimum of 7 days. D. Provide moisture -retaining cover curing by following methods. 1. Keep concrete surface continuously wet by covering with water. 2. Use continuous water -fog spray. 3. Cover concrete surface with specified absorptive cover, thoroughly saturate cover with water, and keep continuously wet. Place absorptive cover to provide coverage of concrete surfaces and edges, with 4-inch lap over adjacent absorptive covers. E. Provide moisture -cover curing as follows: 1. Cover concrete surfaces with moisture -retaining cover for curing concrete, placed in widest practical width with sides and ends lapped at ljqst 3 inches and sealed by waterproof tape or adhesive. Immediately repair ap9 V& or tears during curing period using cover material and waterproof tape. I " F. Provide curing and sealing compound to all expo i error slabs, not receiving a liquid densifier, and troweled slabs receiving mastic a p e dhesives or "shake on" hardeners. Exterior slabs, sidewalks, curbs, and architec raI ncrete, not receiving a penetrating sealer, shall be cured with the specified clear, Wort II in curing and seFg compound. Maximum coverage shall be 400 ft2/gallon on fl broorrsurfacescuring/sealing compound. `` 1. Apply specified curing and s com C con tabs as soon as final finishing operations are complete (%;Qhour afters a water sheen has disappeared). Apply uniformly in contipJSu oper pow y or roller in accordance with manufacturer's directi�fir'%Recoa s sutne o heavy rainfall within 3 hours after initial application..) in co of `a and repair damage during curing period. G. The curing process r1gL begin i 21"iatel a inal finishing. H. Curing Formed �c s: Cure cd surfaces, including underside of beams, supported other sim ar sur ice , y moist curing with forms in place for full curing period or u it f rms are removed. f s are removed, continue with curing with methods specified above, as applicable. I. Curing Unformed Surfaces:�CrA�Tff med surfaces, such as slabs, floor topping, and other flat surfaces, by applicatio f prop curing method. 3.13 REMOVAL OF FORMS A. General: Formwork not supporting weight of concrete, such as sides of beams, walls, columns, and similar parts of the work, may be removed after cumulatively curing at not less than 50 deg F (10 deg C) for 24 hours after placing provided concrete is sufficiently hard to not be damaged by form -removal operations, and provided curing and protection operations are maintained. B. Formwork supporting weight of concrete, such as beam soffits, joists, slabs, and other structural elements, may not be removed until concrete has attained at least 75% of design minimum 28 day compressive strength but not less than the following time limits: 1. Beams, joists and one-way slabs - 7 days. 2. Two-way slabs - 14 days. 3. Post -tensioned concrete - approval of stressing records. C. Determine potential compressive strength of in -place concrete by testing field -cured specimens representative of concrete location or members. DEMX ARCHITECTURE CAST -IN -PLACE CONCRETE FAYETTEVILLE, AR 03 30 00 - 13 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS D. Form -facing material may be removed 4 days after placement only if shores and other vertical supports have been arranged to permit removal of form -facing material without loosening or disturbing shores and supports. 3.14 REUSE OF FORMS A. Clean and repair surfaces of forms to be reused in work. Split, frayed, delaminated, or otherwise damaged form -facing material will not be acceptable for exposed surfaces. Apply new form -coating compound as specified for new formwork. B. When forms are extended for successive concrete placement, thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. Align and secure joint to avoid offsets. Do not use "patched" forms for exposed concrete surfaces except as acceptable to Engineer. 3.15 MISCELLANEOUS CONCRETE ITEMS A. Filling In: Fill in holes and openings left in concrete structures for passage of work by other trades, unless otherwise shown or directed, after work o ongr trades is in place. Mix, place, and cure concrete as herein other miscellaneous conc y ing shown or required to complete work. ((('���#1 B. Equipment Bases and Foundations: Provide mad equipment bases and foundations as shown on drawings. Set anchor, bolts for ach' and equipment to template at correct elevations, complying with certified diagrap templates of manuf cturer furnishing machines and equipment. ���VVVJJJ C. Reinforced Masonry: Provide concret Q�fo r reinfdfced maso"ntels and bond beams where indicated on drawings and a A during concrete placement. D. Grout base plates and found on , as fluidity and/or increased 1 ci i time shall be used for all ba es Iarnf 3.16 CONCRETE SURFS ACER O _ A. Patching Defect' ftas: Re after remov^f%Uftns, when of reinforcing steel non -shrink grout. Where high d high flow grout. This grout feet. areas with cement mortar immediately 1. Cut OLWeycomb, rock poc t3�, *d voids over 1 /4 inch in any dimension, and holes left by tie rods and bolts, o solid concrete but in no case to a depth of less than 1 inch. Make edges of cut9ftqZpeRdicular to the concrete surface. Thoroughly clean, dampen with water, artCbffish-coat the area to be patched with specified bonding agent. Place patching mortar be ore bonding compound has dried. 2. For exposed -to -view surfaces, blend white portland cement and standard portland cement so that, when dry, patching mortar will match color surrounding. Provide test areas at an inconspicuous location to verify mixture and color match before proceeding with patching. Compact mortar in place and strike -off slightly higher than surrounding surface. B. Repair of Formed Surfaces: Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction of Engineer. Surface defects, include color and texture irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets, fins, and other projections on surface, and stains and other discoloration's that cannot be removed by cleaning. Flush out form tie holes, fill with dry -pack mortar, or precast cement cone plugs secured in place with bonding agent. 1. Repair concealed formed surfaces, where possible, that contain defects that affect the durability of concrete. If defects cannot be repaired, remove and replace concrete DEMX ARCHITECTURE CAST -IN -PLACE CONCRETE FAYETTEVILLE, AR 03 30 00 - 14 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS C. Repair of Unformed Surfaces: Test unformed surfaces, such as monolithic slabs, for smoothness and verify surface plane to tolerances specified for each surface and finish. Correct low and high areas as herein specified. Test unformed surfaces sloped to drain for trueness of slope and smoothness by using a template having required slope. 1. Repair finished unformed surfaces that contain defects that affect durability of concrete. Surface defects, as such, including crazing and cracks in excess of 0.01 inch wide or that penetrate to reinforcement or completely through nonreinforced sections regardless for width, spalling, popouts, honeycomb, rock pockets, and other objectionable conditions. 2. Correct high areas in unformed surfaces by grinding after concrete has cured at least 14 days. 3. Correct low areas in unformed surfaces during or immediately after completion of surface finishing operations by cutting out low areas and replacing them with underlayment compound or repair topping. Finish repaired areas to blend into adjacent concrete. Proprietary underlayment compounds may be used when acceptable to Owner project manager. 4. Repair defective areas, except random cracks andn► Coles not exceeding 1 inch in diameter, by cutting out and replacing with fresh co rete. Remove defective areas to sound concrete with clean, square cuts and e p reinforcing steel with at least 3/4- inch clearance all around. Dampen concrenNaces in contact with patching concrete and apply bonding compound. Mix pat Ing Crete of same materials to provide concrete of same type or class as or' i a oncrete. Place, coct, and finish to blend with adjacent finished concrete. me eras ad(�� concrete. D. Repair isolated random cracks and si les n t o r 1 Inc meter by dry -pack method. Groove top of cracks anIdf+'�lut ho and d'e—and clean of dust, dirt, and loose particles. Dampen clearete s and M1 compound. Mix dry - pack, consisting of one part rtlaad ce 2-1 /2 fine aggregate passing a No. 16 mesh sieve, using only eno ater a iredrr ling and placing. Place dry -pack mixture in place and finiv atc nt cV te. Keep patched area continuously moist for not less than E. Perform structura's wit PP� ngineer for method and procedure, using specified ep y srve and rtar. F. Repair metl �d not specified abov be used, subject to acceptance of Engineer. G. Bonding Compound Usage: T 'fied bonding compound shall be used in interior uses not subject to moisture. In moi o i s, a bonding grout, including the specified bonding admixture or the specified c o adhesive, must be used. The patching mortar or new concrete must then be placed while the bonding grout or epoxy adhesive is still tacky. 3.17 APPLICATION OF SILANE SEALER A. Apply two coats of silane or siloxane sealer to areas required to be sealed. B. Provide a 5 foot by 5 foot test area before starting general application. Obtain Engineer's approval of application rate before general application. 3.18 FIELD QUALITY CONTROL A. An independent testing agency will perform field quality control inspection and testing as indicated on Drawings. B. Provide free access to concrete operations at project site and cooperate with appointed firm. C. Submit proposed mix design of each class of concrete to inspection and testing firm for review prior to commencement of concrete operations. D. Tests of concrete and concrete materials may be performed at any time to ensure conformance with specified requirements. DEMX ARCHITECTURE CAST -IN -PLACE CONCRETE FAYETTEVILLE, AR 03 30 00 - 15 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS E. Sampling and testing for quality control during placement of concrete may include the following, as directed by Engineer. 1. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94. 2. Slump: ASTM C 143; one test at one point of discharge for each set of compressive strength test cylinders; additional tests when concrete consistency seems to have changed. 3. Air Content: ASTM C 173, volumetric method for lightweight or normal weight concrete; ASTM C 231 pressure method for normal weight concrete; one for each set of compressive strength test cylinders for each type of air -entrained concrete. 4. Water Content: The water content of freshly mixed concrete will be tested each time cylinders are made and as directed by the Architect in accordance with ASSHTO T318 Measurement of Water Content of Fresh Concrete Using the Microwave Oven. 5. Concrete Temperature: Test hourly when air temperature is 40 deg F (4 deg C) and below, when 80 deg F (27 deg C) and above, and each time apt of compression test specimens is made. V( 6. Compression Test Specimen: ASTM C 31. Mold and\tore cylinders for laboratory -cured test specimens except when field -cure test sI(eLi ens are required. Cylinders shall be 4 by 8 in. VV 7. Compressive Strength Tests: The follo g nn ber of concrete test cylinders shall be cast for each class of concrete for eat 's work (pour), 75 cmbic yards, or 5000 square feet or greater: a. For Footings and Other Structl Concr te� 1) 2 @ 7 Days, Lab Cur `• 2) 3 @ 28 Days, Lail , ^� G b. For Columns and Ils` .(��J' 1) 2@7Days, �ured n,` �� 2) 3@7D�bFe CJ 3) 3 @ Lab 4) ii [ ys, F /�_� 8. When addi test spe ens sha performed as directed by the Engineer or Engin r cord with three �ecimens required for a test. To establish break data, three linders must be br err5nd averaged. 9. NOTE: All field cured test rs shall be cast and cured in the field in the concrete placement and under vi ental conditions similar as possible to the conditions to which the pour is subj 10. When frequency of testing will provide fewer than 5 strength tests for a given class of concrete, conduct testing from at least 5 randomly selected batches or from each batch if fewer than 5 are used. F. Test results will be reported in writing to Engineer, Ready -Mix Producer, and Contractor within 24 hours after tests. Reports of compressive strength tests shall contain the project identification name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7-day tests and 28-day tests. 3.19 DEFECTIVE CONCRETE A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. B. Repair or replacement of defective concrete will be determined by the Engineer. The cost of additional testing shall be borne by Contractor when defective concrete is identified. DEMX ARCHITECTURE CAST -IN -PLACE CONCRETE FAYETTEVILLE, AR 03 30 00 - 16 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Engineer for each individual area. 3.20 SCHEDULE - CONCRETE TYPES AND FINISHES A. See structural drawings for minimum 28 day compressive strength. END OF SECTION DEMX ARCHITECTURE CAST -IN -PLACE CONCRETE FAYETTEVILLE, AR 03 30 00 - 17 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 07 13 26 SELF -ADHERING SHEET WATERPROOFING PART 1 -GENERAL 1.1 SECTION INCLUDES: Installation of sheet membrane waterproofing on surfaces indicated on drawings, con- sisting of preparation of existing and repaired concrete surfaces, sealing of cracks and joints, and application of CCW MiraDRI 860/861 Sheet Membrane Waterproofing. 1.2 RELATED SECTIONS A. Section 03 30 00 — Cast -In -Place Concrete 1.3 REFERENCES A� A. ASTM D 3767 Standard Practice for Rubber— a urement of Dimensions B. ASTM D 412 Standard Test Method for Ru r operties in Tension C. ASTM D 882 Standard Test Method for Xisi Properties of Thin Plastic Sheeting D. ASTM E 96 Standard Test Methods fok, r Va or Transmis of Materials E. ASTM D 1970 Standard S ecificat' T7Self-A�n Polri odified Bituminous Sheet Materials Used as Steep Rf 0 Undeflaylnentfq/kl' m Protection F. ASTM C 836 Standard Spec'fi for Waterproofing Membrane fk with G. ASTM D 903 Standard TA Method fir H. ' ASTM D 1876 StandaE&dsT Meth&fa I. ASTM E 154 Standst M Earth Under Conr Ns la s, e J. ASTM D 570 S n rd Te K. ASTM D 538�Iard Te )plied Elastomeric Course ring Strength of Adhesive Bonds of Adhesives (T-Peel) Retarders Used in Contact with -ound Cover Absorption of Plastics c Pressure Resistance of Water- proofin a cranes L. GSA -PBS 121 Test for Dacau`from Soil Burial M. UL 790 Tests for Fire ReG" f Roof Covering Materials 1.4 SYSTEM DESCRIPTION Product provided by this Section is a self-adhesive membrane of not less than 60 mils thickness, consisting of 56 mils of rubberized asphalt membrane laminated to a 4 mil cross -laminated polyethylene film. 1.5 SUBMITTALS A. General: Submit in accordance with Section 01 30 00. B. Product Data: Submit manufacturer's product literature and installation instructions. C. Subcontractor's approval by Manufacturer: Submit document stating manufacturer'sac- ceptance of subcontractor as an Approved Applicator for the specified materials. D. Warranty: Submit a sample warranty identifying the terms and conditions stated in Section 1.7. 1.6 QUALITY ASSURANCE A. Applicator Qualifications: Applicator shall have 5 years of experience in applying the DEMX ARCHITECTURE SELF -ADHERING SHEET WATERPROOFING FAYETTEVILLE, AR 07 13 26-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS same or similar materials and shall be specifically approved in writing by the membrane manufacturer. B. Regulatory Requirements: Comply with applicable codes, regulations, ordinances, and laws regarding use and application of products that contain volatile organic com- pounds(VOC). C. Pre -Application Conference: Prior to beginning work, convene a conference to review conditions, installation procedures, schedules and coordination with other work. 1.7 WARRANTY A. Upon completion and acceptance of the work required by this section, the manufactur- er will issue a warranty agreeing to promptly replace defective materials installed by an approved applicator for a period of 5 years. B. The formation or presence of mold or fungi in a building is dependent upon a broad range of factors including, but not limited to, the presence of spores and nutrient sources, moisture, temperatures, climatic conditioN relative humidity, and heat- ing/ventilating systems and their maintenance A Wrating capabilities. These fac- tors are beyond the control of Carlisle and arm shall not be responsible for any claims, repairs, restoration, or damages rel o the presence of any irritants, con- taminants, vapors, fumes, molds, fungi, b t r spores, mycotoxins, or the like in any building or in the air, land, or water serviy�th building. 1.8 DELIVERY, STORAGE, AND HANDLING A. ry-sft ijWnopened containers bear- legib vi h following information. datQ:iEfacture. 3. Material safg�l►�ta sheN B. Shore material s('ii1►n`rotec w ilated area. Protect from damage from sun- light, we r, cessive t erature nd construction operations. Remove damaged material ro e site and di�� in accordance with local applicable regulations. 1.9 PROJECT CONDITIONS )` A. Do not apply membraneen surface temperature is below or inclement weather con- ditions conflict with manufacturer's published requirements. B. Coordinate waterproofing work with other trades. The applicator shall have sole right of access to the specified areas for the time needed to complete the installation. C. Warn personnel against breathing of vapors and contact of material with skin or eyes. Wear applicable protective clothing and respiratory protection gear. D. Keep flammable products away from spark or flame. Do not allow the use of spark pro- ducing equipment during application and until all vapors have dissipated. Post "NO SMOKING" signs. E. Maintain work area in a neat and orderly condition, removing empty containers, rags, and rubbish daily from the site. Deliver materials to project i rigi ing manufacturer's name ael into 1. Name of material�.+ 2. Manufacturer'ssc(; numb r PART 2-PRODUCTS 2.1 MANUFACTURERS DEMX ARCHITECTURE SELF -ADHERING SHEET WATERPROOFING FAYETTEVILLE, AR 07 13 26-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS A. Provide 2 layers with staggered seams of CCW MiraDRI 860/861 Sheet Membrane Wa- terproofing as manufactured by Carlisle Coatings and Waterproofing Incorporated, 900 Hensley Lane, Wylie, Texas 75098, Phone: (800) 527-7092 Fax: (972) 442-0076. 2.2 PRODUCTS A. Self -Adhesive Sheet Membrane Waterproofing: Shall be CCW MiraDRI 860/861 consisting of a 56 mil rubberized -asphalt membrane laminated to 4 mil cross - laminated polyethylene film, and shall meet or exceed the following requirements: 1. Thickness: 60 mils, ASTM D 3767 2. Tensile Strength (Membrane): 325 psi, ASTM D 412 3. Tensile Strength (Film): 5000 psi, ASTM D 882 4. Elongation: 350% minimum, ASTM D 412 5. Permeance: 0.05 Perm maximum, ASTM E 96 6. Flexibility, 180° bend over 1 in. mandrel at -45°F: Unaffected, ASTM D 1970 7. Crack Cycling at -25°F (100 cycles): UnaffectedtkTM C 836 8. Peel Strength: 10.0 lb/in, ASTM D 903 �JC 9. Lap Adhesion: 19.0 lb/in, ASTM D 1876 ` 10. Puncture Resistance: 60 lb (min), AST`§70 4 11. Soil Burial 16 weeks: No Effect, GSA-f121 12. Water Absorption: 0.1 % by wt., AS 13. Hydrostatic Head: 230 ft., AS 85 (��, B. For application temperatures b we 25°F i 65°F, /v-861 Sheet Membrane and CCW-702, CCW-702LV o -71 �dpplict mperatures above 40°F use CCW MiraDRI860 sheet a�a d W- 0kj, W-702LV, CCW-702WB, CCW- 715, CCW- AWP, or Cav p. 0( 2.3 ACCESSORY PRODUCTS e , A. SurfacePrimebeC,C�y�02LV,CCW-715,CCW-702WB,CCW-AWPor Cav- Grile r B. Mastic:0ha'1SeCCW-704 a:c�]�Gracle C. Sealantll be CCW 703Liquiseal Membrane, CCW-LM-800XL, CCW- 201 two -component Pc Sealant or approved sealant by CCW. D. Backer Rod: Shall be cl ejell polyethylene foam rod. E. Protection Course: RequMrd. Shall be CCW-Protection Board HS for horizontal surfac- es. F. Drainage Composite: Shall be CCW MiraDRAIN 9000 as recommended by the manufac- turer for each condition. PARTS - EXECUTION 3.1 INSPECTION A. Before any waterproofing work is started the waterproofing applicator shall thoroughly examine all surfaces for any deficiencies or unsatisfactory conditions detrimental to the proper completion of the work. Should any deficiencies exist, the architect, owner, or general contractor shall be notified in writing. Do not proceed with work until all defi- ciencies or unsatisfactory conditions are corrected. DEMX ARCHITECTURE SELF -ADHERING SHEET WATERPROOFING FAYETTEVILLE, AR 07 13 26-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 3.2 SURFACE PREPARATION A. Refer to manufacturer's literature for requirements for preparation of substrates. Surfac- es shall be structurally sound and free of voids, spalled areas, loose aggregate and sharp protrusions. Remove contaminants such as grease, oil and wax from exposed surfaces. Remove dust, dirt, loose stone and debris. Use repair materials and methods which are ac- ceptable to manufacturer of sheet membrane waterproofing. B. Cast -In -Place Concrete Substrates: 1. Do not proceed with installation until concrete has properly cured and dried (minimum 7 days for normal structural concrete and minimum 14 days for light- weight structural concrete). 2. Concrete shall be cured by water curing method. Any curing compounds must be of the pure sodium silicate type or clear resin-b sed materials without waxes, oils or pigments and be approved by the Carlisle tative. 3. Form release agents must not transfer to tRemove forms as soon as possible from below horizontal slabs t t entrapment of excess moisture. Excess moisture may lead to blisteri a membrane. 4. Concrete shall be sloped for prop r ra ge. 5. Voids,rockpockets and excessiye�ughsurfaces shallb-erepaired with approved non- shrink grout or grout with concrete and finish fl 6. Two -stage drains shall h. flange flush and levelok 7. Surfaces at cold j is 91 joints to suitable flJ sur C. Masonry Sul with smooth Allow the Da . Fill form tie rod holes Ce a mini $ in h ff&ez nd be installed with the Re co surfa Ilr�,e[b�g).cL eosane. Grind irregular construction RI 0/861 waterproofing over concrete block s'' .�oror`c: surfaces prepared with a parge coat. prt,nd installing the CCW MiraDAI 860/861 v D. Wood Su tes: Apply CCW M'al 860/861 waterproofing membrane over se- curely fastened sound surfe, I� joints and fasteners shall be flush to create a smoothsurface. G E. Related Materials: Treat joints and install flashing as recommended by water- proofing manufacturer. 3.3 APPLICATION A. Refer to manufacturer's literature for recommendations on installation, including but not limited to, the following: 1. Apply primer/contact adhesive at rate recommended by manufacturer. Recoat are- as which were not waterproofed the same day or if contaminated by dust. Mask and protect adjoining exposed finish surfaces to protect those surfaces from ex- cessive application of primer. 2. Do not install membrane until primer/contact adhesive is completely dry. Dry time will vary with weather conditions. 3. Seal installation at the end of the day with troweled bead of CCW-LM-800XL or CCW- 703V Liquiseal. DEMX ARCHITECTURE SELF -ADHERING SHEET WATERPROOFING FAYETTEVILLE, AR 07 13 26-4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 4. Apply protection board and/or MiraDRAIN and other related materials in accord- ance with manufacturer's recommendations. 3.4 INTEGRITY TESTING A. Test is required for all expanded warranties beyond the standard material warranty of horizontal applications. B. The test can be done with Electronic Vector Mapping or flood testing. flood testing re- quires 2" minimum head of water for a period of 24 hours minimum. 3.5 PROTECTION COURSE A. HORIZONTAL APPLICATION: Install CCW- Protection Board HS on top of Miradry 860 sheet membrane waterproofing to protect the CCW MiraDRI 860/861 membrane from jamage by other trades. NEXT: Right before pavers, planters or topping sI9AisVKbe installed, install Mira DRAIN 9000 Drainage Composite to protect from UV durin construction and also damage to Miradrain protection/drainage board; Flood te(T40terproofing o 11 1 NOTES- 1. APPLY CCW-CONTACT j9rESIVE TO ENTIRE PFACE AREA. CCW MIRADRI APPLY SYSTEM TO TIRE ENTIRE SURFACE AREA. 3. INSTALL CCW MIRADRAIN DRAINAGE COMPOSITE, CCW PROTECTION BOARD OR CCW-300HV I 860-10A END OF SECTION DEMX ARCHITECTURE FAYETTEVILLE, AR CONCRETE TOPPING SLAB CCW MIRADRAIN DRAINAGE COMPOSITE CCW PROTECTION BOARD HS TWO LAYERS CCW MIRADRI 8601861 CCW-CONTACT ADHESIVE CONCRETE SUBSTRATE WARRANTY NOTES FOR ULTRA WARRANTY USE CCW MIRADRAIN DRAINAGE COMPOSITE AND CCW LIOUI-DECK. INSTEAD OF CCW CONTACT ADHESIVE ON PLAZA DECK APPLICATIONS. SPLIT SLAB PLAZA DECK SELF -ADHERING SHEET WATERPROOFING 07 13 26-5 860-10A END OF SECTION DEMX ARCHITECTURE FAYETTEVILLE, AR CONCRETE TOPPING SLAB CCW MIRADRAIN DRAINAGE COMPOSITE CCW PROTECTION BOARD HS TWO LAYERS CCW MIRADRI 8601861 CCW-CONTACT ADHESIVE CONCRETE SUBSTRATE WARRANTY NOTES FOR ULTRA WARRANTY USE CCW MIRADRAIN DRAINAGE COMPOSITE AND CCW LIOUI-DECK. INSTEAD OF CCW CONTACT ADHESIVE ON PLAZA DECK APPLICATIONS. SPLIT SLAB PLAZA DECK SELF -ADHERING SHEET WATERPROOFING 07 13 26-5 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 079200 - JOINT SEALANTS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Silicone joint sealants. 2. Nonstaining silicone joint sealants. 3. Urethane joint sealants. 4. Immersible joint sealants. 5. Silyl -terminated polyether joint sealafts. 6. Mildew -resistant joint sealants. A IVY•` 7. Polysulfide joint sealants. •` 8. Butyl joint sealants. OI 9. Latex joint sealants. `` ^ 1.2 PREINSTALLATION MEETINGS ,`!1 IV• e) A. Preinstallation Conferr�� nVVnou,+c eren i i ect site. 1.3 ACTION SUBMITTALS �k� �` �� �. eg' n?1 A. Product A&For ea nt-se3nt product. B. Sa�r Inictiufacturer's color charts consisting of strips of r sealants owmw t ull range of colors available for each product e sed to view. ♦ J C. Samples fordes %n: For each kind and color of joint sealant required,. provide Sam joint sealants in 1/2-inch-wide joints formed between two 6-inch-longof material matching the appearance of exposed surfaces adjacent to joint sealants. D. Joint -Sealant Schedule: Include the following information: 1. Joint -sealant application, joint location, and designation. 2. Joint -sealant manufacturer and product name. 3. Joint -sealant formulation. 4. Joint -sealant color. 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For qualified testing agency. B. Product Test Reports: For each kind of joint sealant, for tests performed by a qualified testing agency. DEMX ARCHITECTURE JOINT SEALANT FAYETTEVILLE, AR 07 92 00 -1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS C. Preconstruction Laboratory Test Schedule: Include the following information for each joint sealant and substrate material to be tested: 1. Joint -sealant location and designation. 2. Manufacturer and product name. 3. Type of substrate material. 4. Proposed test. 5. Number of samples required. D. Preconstruction Laboratory Test Reports: From sealant manufacturer, indicating the following: 1. Materials forming joint substrates and joint -sealant backings have been tested for compatibility and adhesion with joint sealants. 2. Interpretation of test results and written recommendations for primers and substrate preparation are neeedfor adhesion. �e E. Preconstruction Field -Adhesion -Test Repdtts: Indicate which sealants and joint preparation methods resulted in opt nta hesion to joint substrates based on testing specified in "Preconstructjp%Wing" Article. F. Field -Adhesion -Test Repoor��t�s__``G�ceachsealant application tested. G. Sample Warranties: For Qclfwarranli� ['�`f 7V• 1.5 QUALITY ASSURANCE VV �� SRO '�& G� A. Installer f ations: �i 'authr epresentative who is trained and approve��anufac it r.^ `� B. /�Prod�► estint��jo�int¢ats using a qualified testing agency. 1 o Testing Ager+r�yalvifications: Qualified according to ASTM C 1021 to V conduct�t`�`kSt7rg indicated. C. Mockups: In a I Lallaant in mockups of assemblies specified in other Sections that are indd to receive joint sealants specified in this Section. Use materials and installation methods specified in this Section. 1.6 PRECONSTRUCTION TESTING A. Preconstruction Laboratory Testing: Submit to joint -sealant manufacturers, for testing indicated below, samples of materials that will contact or affect joint sealants. 1. Adhesion Testing: Use ASTM C 794 to determine whether priming and other specific joint preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates. 2. Compatibility Testing: Use ASTM C 1087 to determine sealant compatibility when in contact with glazing and gasket materials. 3. Stain Testing: Use ASTM C 1248 to determine stain potential of sealant when in contact with [stone] [masonry] or cultured masonry substrates. DEMX ARCHITECTURE JOINT SEALANT FAYETTEVILLE, AR 07 92 00 -2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 4. Submit manufacturer's recommended number of pieces of each type of material, including joint substrates, joint -sealant backings, and miscellaneous materials. 5. Schedule sufficient time for testing and analyzing results to prevent delaying the Work. 6. For materials failing tests, obtain joint -sealant manufacturer's written instructions for corrective measures, including use of specially 7. Testing will not be required if joint -sealant manufacturers submit data that are based on previous testing, not older than 24 months, of sealant products for adhesion to, staining of, and compatibility with joint substrates and other materials matching those submitted. B. Preconstruction Field -Adhesion Testing: Before installing sealants, field test their adhesion to Project joint substrates as follows: 1. Locate test joints where indicated directed by Architect. 2. Conduct field tests for each kind o 3. Notify Architect seven days("', joints will be erected. O 4. Arrange for tests to talace technical reoresentatiXre ent. a. Test Mebo Appli S I AkT(aq193 Project or, if not indicated, as it and joint substrate. of dates and times when test with joint -sealant manufacturer's ling to Method A, Field- ), in Appendix X1.1 in re, in ASTM C 1521. 4� , For i s�wi milar substrates, verify adhesion to w sub� parately; extend cut along one side, nfyin� dh slion to opposite side. Repeat procedure -/� r o RSF side. �.5 Report ether se t failed to adhere to joint substrates or tore V cohesively. I541p data on pull distance used to test each kind of ��i product a nt+substrate. For sealants that fail adhesively, retest until satisfact esion is obtained. 6. Eval do f Preconstruction Field -Adhesion -Test Results: Sealants not a ncing adhesive failure from testing, in absence of other indications of noncompliance with requirements, will be considered satisfactory. Do not use sealants that fail to adhere to joint substrates during testing. 1.7 FIELD CONDITIONS A. Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint -sealant manufacturer[ or are below 40 deg F]. 2. When joint substrates are wet. 3. Where joint widths are less than those allowed by joint -sealant manufacturer for applications indicated. 4. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates. DEMX ARCHITECTURE JOINT SEALANT FAYETTEVILLE, AR 07 92 00 -3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 1.8 WARRANTY A. Special Installer's Warranty: Installer agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: [Two] years from date of Substantial Completion. B. Special Manufacturer's Warranty: Manufacturer agrees to furnish joint sealants to repair or replace those joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: [Five] years from date of Substantial Completion. C. Special warranties specified in this article exflude deterioration or failure of joint sealants from the following: 1. Movement of the structure vd� stresses on the sealant exceeding sealant manufacturer's w ecifications for sealant elongation and compression. 2. Disintegration of ioisubstrates from causes exceeding design specifications. 3. Mechanical danlo caused"Individ(ai;� tools, or other outside agents. +ntam' vv�"4.Changes nt ap�N+C ca accumulation of dirt or other atmosph n - PART 2 - PRODU G e/ 2.1 JOINTSEAL6Wn, NERAL A. compatibility: Pr v' At sealants, backings, and other related materials that are compatible a another and with joint substrates under conditions of service and pli ion, as demonstrated by joint -sealant manufacturer, based on testing anKdd experience. B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range. 2.2 SILICONE JOINT SEALANTS A. 91 DEMX ARCHITECTURE FAYETTEVILLE, AR Silicone, S, NS, 100/50, NT: Single -component, nonsag, plus 100 percent and minus 50 percent movement capability, nontraffic-use, neutral -curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 100/50, Use NT. Silicone, S, NS, 50, NT: Single -component, nonsag, plus 50 percent and minus 50 percent movement capability, nontraffic-use, neutral -curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 50, Use NT. JOINT SEALANT 07 92 00 -4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS C. Silicone, S, NS, 35, NT: Single -component, nonsag, plus 35 percent and minus 35 percent movement capability. nontraffic-use, neutral -curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 35, Use NT. D. Silicone, S, NS, 25, NT: Single -component, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, neutral -curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 25, Use NT. E. Silicone, Acid Curing, S, NS, 25, NT: Single -component, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, acid -curing silicone joint sealant: ASTM C 920, Type S, Grade NS, Class 25, Use NT. F. Silicone, S, NS, 100/50, T, NT: Single -component, nonsag, plus 100 percent and minus 50 percent movement capability, traffic- and nontraffic-use, neutral - curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 100/50, Uses T and NT. /� ABC G. Silicone, S, NS, 50, T, NT: Single-conlp� ent, nonsag, plus 50 percent and minus 50 percent movement capa t affic- and nontraffic-use, neutral - curing silicone joint sealant; ASyR� 0, Type S, Grade NS, Class 50, Uses T and NT. � IV• 1 H. Silicone, P perNS,cent t ovei ca abi , oraffi , plus 25 percent and minus 25 ercent mov ca abijc�raffic- a nontraffic-use, neutral - curing silicone joint la A�STtC 0Typ� ade NS, Class 25, Uses T and NT. kO �` X I. Silicone, S, P, 50, T, NNN gle Went, pourable, plus 100 percent and minus 50 9� t mov ca it traffic- and nontraffic-use, neutral- curings{idp$ joint s� AS IC 20, Type S, Grade P, Class 100/50, Uses T and "N`/�-``_ •` J. ,.$ is iTe, S, P. T, NTgle-component, pourable, plus 25 percent and ( rrr s 25 percent mpnt capability, traffic- and nontraffic-use, neutral- nng silicone join s al nt; ASTM C 920, Type S, Grade P, Class 25, Uses T and NT. �) K. Silicone, M, FARO/50, T, NT: Multicomponent, pourable, plus 100 percent and minus 50 percent movement capability, traffic- and nontraffic-use, neutral - curing silicone joint sealant; ASTM C 920, Type M, Grade P, Class 100/50, Uses T and NT. 2.3 NONSTAINING SILICONE JOINT SEALANTS A. Nonstaining Joint Sealants: No staining of substrates when tested according to ASTM C 1248. B. Silicone, Nonstaining, S, NS, 100/50, NT: Nonstaining, single -component, nonsag, plus 100 percent and minus 50 percent movement capability, nontraffic-use, neutral -curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 100/50, Use NT. DEMX ARCHITECTURE JOINT SEALANT FAYETTEVILLE, AR 07 92 00 -5 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS C. Silicone, Nonstaining, S, NS, 50, NT: Nonstaining, single -component, nonsag, plus 50 percent and minus 50 percent movement capability, nontraffic-use, neutral -curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 50, Use NT. D. Silicone, Nonstaining, S, NS, 100/50, T, NT: Nonstaining, single -component, nonsag, plus 100 percent and minus 50 percent movement capability, traffic - and nontraffic-use, neutral -curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 100/50, Uses T and NT. E. Silicone, Nonstaining, M, NS, 50, NT: Nonstaining, multicomponent, nonsag, plus 50 percent and minus 50 percent movement capability, nontraffic-use, neutral -curing silicone joint sealant; ASTM C 920, Type M, Grade NS, Class 50, Use NT. 2.4 URETHANE JOINT SEALANTS /�\� A. Urethane, S, NS, 25, NT: Single-c etieht, nonsag, nontraffic-use, plus 25 percent and minus 25 percentent capability, urethane joint sealant; ASTM C 920, Type S, Grade NS C as 5, Use NT. B. Urethane, S, NS, 100150, �T�`Sifigle mponent, g, plus 100 percent and minus 50 percent move capabilZraffic- nontraffic-use, urethane joint sealant; ASTM ^$20, ;` rad NS, GI� /50, Uses T and NT. C. Urethane, S, NS,%Z'f, NT ll"n�le-com{IIZ ?it, nonsag, plus 25 percent and minus 25 pergt_ moveme t�eaptaffic and nontraffic-use, urethane joint seala �f�v1 C 924 i1 e S, a S, Class 25, Uses T and NT. D. Ureth P, 3 �T: I�component, pourable, plus 35 percent and min perc ve pability, traffic- and nontraffic-use, urethane nc n alant; AS C 92r0 S, Grade P, Class 35, Uses T and NT. E. ethane, S, P, 5`x : Single -component, pourable, plus 25 percent and minus 25 perce ment capability, traffic- and nontraffic-use, urethane joint sealant; ST C 920, Type S, Grade P, Class 25, Uses T and NT. F. Urethane, M, NS, 50, NT: Multicomponent, nonsag, plus 50 percent and minus 50 percent movement capability nontraffic-use, urethane joint sealant; ASTM C 920, Type M, Grade NS, Class 50, Use NT. G. Urethane, M, NS, 25, NT: Multicomponent, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, urethane joint sealant; ASTM C 920, Type M, Grade NS, Class 25, Use NT. H. Urethane, M, NS, 50, T, NT: Multicomponent, nonsag, plus 50 percent and minus 50 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type M, Grade NS, Class 50, Uses T and NT. I. Urethane, M, NS, 25, T, NT: Multicomponent, nonsag, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type M, Grade NS, Class 25, Uses T and NT. DEMX ARCHITECTURE JOINT SEALANT FAYETTEVILLE, AR 07 92 00 -6 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS J. Urethane, M, P, 50, T, NT: Multicomponent, pourable, plus 50 percent and minus 50 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type M, Grade P, Class 50, Uses T and NT. K. Urethane, M, P, 25, T, NT: Multicomponent, pourable, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type M, Grade P, Class 25, Uses T and NT. 2.5 IMMERSIBLE JOINT SEALANTS A. Immersible Joint Sealants. Suitable for immersion in liquids; ASTM C 1247, Class 1 tested in deionized water unless otherwise indicated B. Urethane, Immersible, S, NS, 100/50, NT, I: Immersible, single -component, nonsag, plus 100 percent and minus 5Q percent movement capability, nontraffic-use, urethane joint seala111�TM C 920, Type S, Grade NS, Class 100/50, Uses NT, and I. I C. Urethane, Immersible, S, NS, 35,mmersible, single -component, nonsag, plus 35 percent and minus 3� e nt movement capability, nontraffc use, urethane joint sealant; ASTMVns C�0, ype S, Grade NS, Class 35, Use NT and I. D. Urethane, Immersible, S,, T, NT�mersib(engle-component, nonsag, plus 50 percent and Q arc t m `"'�r''�i(( capability, traffic- and nontraffic-use, ur t joint" AST 0, Type S, Grade NS, Class 50, Uses T,NT, and //////������•//•((����G E. Urethane, I �sible, S 1�35, T,I:ltnmersible, single component, nonsag, plus 35,pqnt an nus 39�pe ent movement capability, traffic- and nontr Luse, uretS oint, l�nt; ASTM C 920, Type S, Grade NS, Class 35, Use ,andQ� F. U i'[hane, Immer``siblc%'(:�P, 25, T, NT, I: Immersible, single -component, nonsag, us 25 percent minus 25 percent movement capability, traffic- and nontraffic-use dr � joint sealant; ASTM C 920, Type S, Grade NS, Class 25, Uses T, NT, a d I. G. Urethane, Immersible, S, P, 50, T, NT, I: Immersible, single -component, pourable, plus 50 percent and minus 50 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type S, Grade P, Class 50, Uses T, NT, and I. H. Urethane, Immersible, S, P, 25, T, NT, I: Immersible, single -component, pourable, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type S, Grade P, Class 25, Uses T, NT, and I. I. Polysulfide, Immersible, M, NS, 25, NT, I: Immersible, multicomponent, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, polysulfide joint sealant; ASTM C 920, Type M, Grade NS, Class 25, Uses NT and DEMX ARCHITECTURE JOINT SEALANT FAYETTEVILLE, AR 07 92 00 -7 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS J. Urethane, Immersible, M, NS, 50, T, NT, I: Immersible, multicomponent, nonsag, plus 50 percent and minus 50 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type M, Grade NS, Class 50, Uses T, NT, and I. K. Urethane, Immersible, M, NS, 25, T, NT, I: Immersible, multicomponent, nonsag, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type M, Grade NS, Class 25, Uses T, NT, and I. L. Polysulfide, Immersible, M, NS, 25, T, NT, I: Immersible, multicomponent, nonsag, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, polysulfide joint sealant; ASTM C 920, Type M, Grade NS, Class 25, Uses T, NT, and I. M. Urethane, Immersible, M, P, 25, T, NT, I: Imrikersible, multicomponent, pourable, plus 25 percent and minus 25 percenk rtXement capability, traffic- and nontraffic-use, urethane joint sealant; C 920, Type M, Grade P, Class 25, Uses T, NT, and I. O/ n 2.6 SILYL-TERMINATED POLYETHER (STPE) A. STPE, S, NS, 50, NT: SinW--i percent movement c abi t sealant; ASTM C g2@'Tpe S, NT. t and minus 50 polyether joint B. STPE, S, NS;NUT-.- Sin le(arnpo !�!)9nsag, Plus 35 percent and minus 35 percent m nt ca _t , no fi use, silyl -terminated polyether joint sealant;K C 920, SS.G`r(l�{1e , Class 35, Use NT. C. STPS, 2�ingvonent, nonsag, plus 25 percent and minus 25 ,.P r movem t capabi nontraffic-use, silyl-term inated polyether joint ( se ant; ASTM C 920,JG3S, Grade NS, Class 25, Use NT. D. STPE, S, NS, 1 �, NT: Single -component, nonsag, plus 100 percent and minus 50 p ce movement capability, traffic- and nontraffic-use, silyl- terminated p her joint sealant; ASTM C 920, Type S, Grade NS, Class 100, Uses T and NT. E. STPE, S, NS, 50, T, NT: Single -component, nonsag, plus 50 percent and minus 50 percent movement capability, traffic- and nontraffic-use, silyl-terminated polyether joint sealant; ASTM C 920, Type S, Grade NS, Class 50, Uses T and NT. F. STPE, S, NS, 35, T, NT: Single -component, nonsag, plus 35 percent and minus 35 percent movement capability, traffic- and nontraffic-use, silyl-terminated polyether joint sealant; ASTM C 920, Type S, Grade NS, Class 35, Uses T and NT. G. STPE, S, NS, 25, T, NT: Single -component, nonsag, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, silyl-terminated polyether joint sealant; ASTM C 920, Type S, Grade NS, Class 25, Uses T and NT. DEMX ARCHITECTURE JOINT SEALANT FAYETTEVILLE, AR 07 92 00 -8 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS H. STPE, S, P, 25, T, NT: Single -component, pourable, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, silyl-terminated polyether joint sealant; ASTM C 920, Type S, Grade P, Class 25, Uses T and NT. 2.7 MILDEW -RESISTANT JOINT SEALANTS A. Mildew -Resistant Joint Sealants: Formulated for prolonged exposure to humidity with fungicide to prevent mold and mildew growth. B. Silicone, Mildew Resistant, Acid Curing, S, NS, 25, NT: Mildew -resistant, single - component, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, acid -curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 25, Use NT. C. STPE, Mildew Resistant, S, NS, 50, NT: Idew-resistant, single -component, nonsag, plus 50 percent and minus 50 p eVoovement capability, nontraffic- use, silyl-terminated polyether joint s at a ni; ASTM C 920, Type S, Grade NS, Class 50, Use NT. O! 2.8 POLYSULFIDE JOINT SEALANTS goag, A. Polysulfide, S, NS, 25, 0ingle-cc r Dnent, plus 25 percent and minus 25 percent movv4�tmmne cap lily, ontr olysulfide joint sealant; ASTM C 920, Typ�Sftk'Me NS s 5, U; B. PolysulfidS, 25, T Mul ' nent, nonsag, plus 25 percent and minus 25 p move apat ntraffic-use, polysulfide joint sealant; ASTM C� ype M, r e NS,1�as 25, Use NT. C. Pol u�e, M,�T, Iticomponent, pourable, plus 25 percent and 5 percen moveme apability, traffic- and nontraffic-use, polysulfide 1q {sealant; ASTM g96.0gype M, Grade P, Class 25, Uses T and NT. 2.9 BUTYL JOINT SEALANTS (jN A. Butyl -Rubber -Based Joint Sealants: ASTM C 1311. 2.10 LATEX JOINT SEALANTS A. Acrylic Latex: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF. 2.11 JOINT -SEALANT BACKING A. Sealant Backing Material, General: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; and approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. DEMX ARCHITECTURE JOINT SEALANT FAYETTEVILLE, AR 07 92 00 -9 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS B. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed -cell material with a surface skin) Type 0 (open -cell material) Type B (bicellular material with a surface skin) or any of the preceding types, as approved in writing by joint - sealant manufacturer for joint application indicated, and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance. C. Bond -Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint -filler materials or joint surfaces at back of joint. Provide self-adhesive tape where applicable. 2.12 MISCELLANEOUS MATERIALS A. Primer: Material recommended by joint-sealint manufacturer where required for adhesion of sealant to joint substr sdicated, as determined from preconstruction joint-sealant-substrate're and field tests. B. Cleaners for Nonporous. Sure Chemical cleaners acceptable to manufacturers of sealants and se I backing materials, free of oily residues or other substances capable of y%i g or harming joint substrates and adjacent nonporous surfaces in a nd mutated too&ote optimum adhesion of sealants to joint suDsstT�Ce�. (�`�' C. Masking Tape: �q �rninng, �• 1 orbe venal compatible with joint sealants and surf�adiacenE§� pints. i•I PART 3 -EXECUTION 3.1 EXAMINATIO �� Pamine A. �joints ind�'c �tecTto receive joint sealants, with Installer present, for compliance wit ements for joint configuration, installation tolerances, and other co diti f' affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint -sealant manufacturer's written instructions and the following requirements: Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost. DEMX ARCHITECTURE JOINT SEALANT FAYETTEVILLE, AR 07 92 00 -10 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 2. Clean porous joint substrate surfaces by brushing, grinding, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining after cleaning operations above by vacuuming or blowing out joints with oil -free compressed air. Porous joint substrates include the following: a. Concrete. b. Masonry. C. Unglazed surfaces of ceramic tile. d. Exterior insulation and finish systems. e. Wood Soffit 3. Remove laitance and form -release agents from concrete. 4. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, h rm substrates, or leave residues capable of interfering with adheI joint sealants. Nonporous joint substrates include the following.' O' a. Metal. ^ b. Glass. V C. Porcelain e a d. Glazed syr#� f ceriC file f� e. plastics. V` � _i 1 i% B. Joint Priming: P ' pint s 9t[ tes wh commended by joint -sealant manufacturer or Wicat0,�jap'recOaeauysof on joint -sealant -substrate tests or prior exper' e. Appl �jillier t with joint -sealant manufacturer's written ins ti ns. Con rime joint -sealant bond; do not allow spillage ration tt adjoisllrfaces. C. Ma I ape: ski where required to prevent contact of sealant er with a omingsu es that otherwise would be permanently stained 0 maged by such ct t or by cleaning methods required to remove sealant ears. Remove taghrn ediately after tooling without disturbing joint seal. N. 3.3 INSTALLATION OF JOINT SONTS A. General: Comply with joint -sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. C. Install sealant backings of kind indicated to support sealants during application and at position required to produce cross -sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. DEMX ARCHITECTURE JOINT SEALANT FAYETTEVILLE, AR 07 92 00 -11 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 3. Remove absorbent sealant backings that have become wet before sealant application, and replace them with dry materials. D. Install bond -breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. E. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross -sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. F. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants accgrding to requirements specified in subparagraphs below to form smooth, un rl p_eads of configuration indicated; to eliminate air pockets; and to ensure cn act and adhesion of sealant with sides of joint. O' 1. Remove excess seala t fro r surfaces adjacent to joints. 2. Use tooling agents Ih e pproved in writing by sealant manufacturer and that do not ifiI eala(� or adjacejt aces. 3. Provide concav11 t profil Figur in ASTM C 1193 unless otherwise indi�ate7/ `` 4. Provide f sjfh� It pro • +ocatio icated on Drawings according to Figure�n/AST 1t3 5. Proviecessed 'tl�nl*con n of recess depth and at locations iinnd' j on Dray} to Fin ASTM C 1193. Us in �e to protect surfaces adjacent to recessed oir s` CO 3.4 FIELD QUALITM'CONTROL •``� A. Field-Adhesiq ?Ming: Field test joint -sealant adhesion to joint substrates as follows: Extent of Testing: Test completed and cured sealant joints as follows a. Perform [10) tests for the first [1000 feet] of joint length for each kind of sealant and joint substrate. b. Perform one test for each [1000 feet) of joint length thereafter or one test per each floor per elevation. 2. Test Method: Test joint sealants according to Method A, Field -Applied Sealant Joint Hand Pull Tab, in AppendixXI in ASTM C 1193 or Method A, Tail Procedure, in ASTM C 1521. a. For joints with dissimilar substrates, verify adhesion to each substrate separately; extend cut along one side, verifying adhesion to opposite side. Repeat procedure for opposite side. DEMX ARCHITECTURE JOINT SEALANT FAYETTEVILLE. AR 07 92 00 -12 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 3. Inspect tested joints and report on the following: a. Whether sealants filled joint cavities and are free of voids. b. Whether sealant dimensions and configurations comply with specified requirements. C. Whether sealants in joints connected to pulled -out portion failed to adhere to joint substrates or tore cohesively. Include data on pull distance used to test each kind of product and joint substrate. Compare these results to determine if adhesion complies with sealant manufacturer's field -adhesion hand -pull test criteria. 4. Record test results in a field -adhesion -test log. Include dates when sealants were installed, names of persons who installed sealants, test dates, test locations, whether joints were primed, adhesion results and percent elongations, sealant materialsealant configuration, and sealant dimensions. 5. Repair sealants pulled from lest area by applying new sealants following same proceduresitW o iginally to seal joints. Ensure that original sealant surface lean and that new sealant contacts original sealant. , B. Evaluation of Field-Adh R`�t R Its: Seala t /�F of evidencing adhesive failure from testing or no npliance other ated requirements will be considered satisfactory Rove �a s 4Mt, {{{���dhere to joint substrates during testing or o ly w ter re qts. Retest failed applications until test results { sealant I mply wi ed requirements. 3.5 CLEANING f�� ��,`ObAlant ` (J A. Clle exce ant smears adjacent to joints as the Work I.A ses by thods ah cleaning materials approved in writing by ( ma ufacturers of joint ants and of products in which joints occur. 3.6 PROTECTION A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out, remove, and repair damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from original work. 3.7 JOINT -SEALANT SCHEDULE A. Joint -Sealant Application: Exterior joints in horizontal traffic surfaces[ <JS-#>]. 1. Joint Locations: a. Isolation and contraction joints in cast -in -place concrete slabs. b. Joints between different materials listed above. DEMX ARCHITECTURE JOINT SEALANT FAYETTEVILLE, AR 07 92 00 -13 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS C. Other joints as indicated on Drawings. 2. Joint Sealant: [Urethane, M, P, 50, T, NT] 3. Joint -Sealant Color: As selected by Architect from manufacturer's full range of colors B. Joint -Sealant Application: Exterior joints in vertical surfaces and horizontal nontraffic surfaces[ <JS-#>]. 1. Joint Locations: a. Construction joints in cast -in -place concrete. b. Joints between plant -precast architectural concrete units. C. Joints in masonry assemblies. d. Joints in exterior insulation and finish systems. e. Joints between metal panel f. Joints between different t�' Is listed above. g. Perimeter joints betwee aterials listed above and frames of [doors] [windows] [a I ers]. h. Control and expa��ints in (ceilings] [and other] [overhead surfaces). i. Other ioints asr�AI fed on Drawinns v 2. Joint Sealant: (S ' , nonst, S. N T) 3. Joint-Sealanttolo . As.sg cR b Al from manufacturer's full range of!` C. Joint-Sealantlicatio ^It�re orjorizontal traffic surfaces[ <JS-#>]. 1. ftaocatio—,.`�� Q�lan j cast -in -place concrete slabs. G�` b (�jntrol an ansion joints in file flooring. C. OtheNl(bp as indicated on Drawings. 2. Joint S �lrethane, S, P, 25, T, NT] 3. Joint Se t Color: As selected by Architect from manufacturer's full range olors D. Joint -Sealant Application: Interior joints in vertical surfaces and horizontal nontraffic surfaces[ <JS-#>]. 1. Joint Locations: a. Control and expansion joints on exposed interior surfaces of exterior walls. b. Tile control and expansion joints. C. Vertical joints on exposed surfaces of [concrete] [walls] d. Other joints as indicated on Drawings. 2. Joint Sealant: (Urethane, S, NS, 25, NT] 3. Joint -Sealant Color: As selected by Architect from manufacturer's full range of colors DEMX ARCHITECTURE JOINT SEALANT FAYETTEVILLE, AR 07 92 00 -14 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS E. Joint -Sealant Application: Interior joints in vertical surfaces and horizontal nontraffic surfaces not subject to significant movement Joint Locations: a. Control joints on exposed interior surfaces of exterior walls. b. Perimeter joints between interior wall surfaces and frames of [interior doors] [windows] Insert type of joint sealant in "Joint Sealant" Subparagraph below; coordinate with Part 2. First option is example only. 2. Joint Sealant: Acrylic latex 3. Joint -Sealant Color: As selected by Architect from manufacturer's full range of colors F. Joint -Sealant Application: Mildew- resistan interior joints in vertical surfaces and horizontal nontraffic surfaces[ <JS-#: 1. Joint Locations: OI a. Joints betwee Ibing fixtures and adjoining walls, floors, and counters. b. Tile contr pa n joints w��dicated. c. Otherjoi indicat o DrawiQgx 2. Joint Set icon ew rest acid curing, S, NS, 25, NT 3. Joint -Se olor ected chitect from manufacturer's full G. Joint-Se.#AVii)�Applic_al(oN--Conc2gedlnastics[ <JS-#>]. 1 O.1,1oint Ll lx: �w G` a. Alumiv hresholds. b. Sllll-- to . C. l/�f1tFe ints as indicated on Drawings. 2. Joint Jeafa`n_t: [Butyl -rubber based] 3. Joint -Sealant Color: As selected by Architect from manufacturer's full range of colors. END OF SECTION 079200 DEMX ARCHITECTURE JOINT SEALANT FAYETTEVILLE, AR 07 92 00 -15 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 09 9100 Painting PART 1 -GENERAL 1.1 SUMMARY: A. Painting and finishing of interior and exterior items and surfaces throughout the project, except as otherwise indicated. Provide field painting of hangers, exposed steel and iron work, of primed metal surfaces and exposed -to -view prefinished metal surfaces of items, as required to match adjacent surfaces, and equipment installed under mechanical and electrical work. Refer to those respective sections for painting requirements. Provide touch-up of pre -finished items as required to match original finish. B. Do not paint water repellent coating, laminated plastjF and pre -finished items except as noted above. 1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS: O' A. 07 21 00 Thermal Insulation 1.3 SUBMITTALS: �� � �z A. Paint Schedule: Submit pain ch dulq Ling each r�r cross-referenced to the specific paint and finish and ation. ify by manufacturer's catalog number and general class ion. �G B. Samples: SubmL%La�L4ples shes lv and color on specified materials for verification. `!Q(`� 1.4 DELIVERY AND ST De to' D the job site in original, new and unopened packages and r a( ea,in anuf ctr1AQF's name and label. PART 2 - PRODUCTS kin 2.1 MANUFACTURERS: Providecl s, enamels, stains, varnishes, and admixtures of first line quality as manufactured by Sli�rilliams, or approved equal. 2.2 MATERIALS: See paragraph 3.5, SCHEDULE OF PAINT TREATMENT for materials. All finish coats shall contain mildewcides. Grind in the factory all exterior colors and interior deep tone colors. Shop mixing is not permitted. Colors as selected by Architect, and subject to modification on the job at the Architect's discretion. PART 3 - EXECUTION 3.1 EXAMINATION: Examine the areas and conditions under which painting work is to be performed. Do not proceed with the work until unsatisfactory conditions have been corrected. Starting of painting work will be construed as acceptance of the surfaces within any particular areas. DEMX ARCHITECTURE PAINTING FAYETTEVILLE, AR 09 91 00-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 3.2 SURFACE PREPARATION: A. Ferrous Metals: Touch-up shop -applied prime coats which have damaged or bare areas. Wire -brush, solvent clean, and touch up with the same primer as the shop coat. B. Galvanized Surfaces: Clean free of oil and surface contaminates with an acceptable non -petroleum based solvent C. Existing Surfaces: If in sound conditions and of uniform porosity, no primer is required (unless required for proper bond of paint). Remove rust, dirt, grease, and loose and peeling paint from surface and spot prime with appropriate primer. Remove surface contamination by washing with powdered commercial cleaner. Wash thoroughly and allow to dry. Dull glossy surfaces with fine primer sandpaper or steel wool. Spot prime with appropriate primer. Paint as specified. 3.3 APPLICATION: a A. Apply paint by brush, roller, spray, or other e¢table practice in accordance with the manufacturer's directions. Use brushe suited for the type of material being applied. Use rollers of carpet, velvet b k' oVgh pile sheep's wool as recommended by the manufacturer for material andd tq�t`` required. B. The number of coats and paint `FtFi1)thicknes�uiredsame regardless of the application method. Do no ap y edi g c the previous coat has completely dried. Sand a each otwherr�yv� coat application with fine sand paper, or rub surfaceswb imice,2 Yft1elNlee fired to the an even smooth surface in accordance ft the co t1Q�nan is directions. v �/ C. Apply additiona whe� ercoat sta s, or other conditions show through the final coat of pliL ntil halh ifSj niform finish, color and appearance. D. Give ®a ttention t insur th all surfaces, including edges corners, crevices,, weld an exposed fastener-W e a film thickness equivalent of that of flat surfaces. 3.4 CLEAN-UP: Thoroughly Clean smears, spills, etc., remove from the site all discarded paint materials, rubbish cans at the end of each work day. 3.5 SCHEDULE OF PAINT TREATMENTS No. Location Coats Materials Metal Railings END OF SECTION 09 91 00 Painting DEMX ARCHITECTURE FAYETTEVILLE, AR Shop priming is specified under the respective metal section. st Coat: ProCryl Universal Primer, B66- 310. (if required) 2nd & 3rd Costs: Rust-Oleum High Performance V2100 System Galvanizing Compound Spray, Bright Galvanized PAINTING 09 91 00-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS GENERAL PLUMBING REQUIREMENTS SECTION 22 0100 PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. Comply with the Conditions of the Contract, General and Supplementary Conditions, and any other applicable requirements contained herein or issued under separate cover. B. Perform other work related to or necessary for the mechanical installation in accordance with the applicable Specification Division or Section contained herein. C. In Plumbing Specification Sections, items under "RELATEDWORK" are listed for convenience only and are not guaranteed to be a complete listing of all app�cali�be' work. 1.02 CODES, REGULATIONS AND STANDARDS: /� '�` A. Comply with the latest edition of applicable codc5 i9 d 'ing the following: 1. International Building Code d;Z5`6 P z 2. Arkansas State Plumbing Co 3. Arkansas State Gas Code t A � 4. Life Safety Code(NFP1B7� • 5. National Electrical Co A 70) r 6. Arkansas State Fir re noon A 7. Arkansas Gas Pi ode , 8. Arkansas En�e`G (r e B. Comply with ap�pli `f2eg tie grad including the following: 1. A rtae Depnt o H Regulations 2. re Arkansas Rules a -tPgulations for Energy Efficiency Standards for New Building C ruction 3. Arkansas Departure a or Regulations 4. Occupational Saf a Health Act (OSHA) 5. Utility Company R tions and Requirements 6. Other State and Federal Laws and Regulations 7. Local Ordinances C. Furnish products and perform installation conforming to the latest accepted Standards published by the following organizations: 1. Underwriter's Laboratories, Inc. (UL) 2. National Fire Protection Association (NFPA) 3. National Electrical Manufacturer's Association (NEMA) 4. American Society of Testing Materials (ASTM) 5. American National Standards Institute (ANSI) 6. Air Movement and Control Association (AMCA) 7. American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE) 8. American Society of Mechanical Engineers (ASME) DEMX ARCHITECTURE GENERAL PLUMBING REQUIREMENTS FAYETTEVILLE, AR 2301 00-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 9. American Water Works Association (AWWA) 10. American Refrigeration Institute (ARI) 11. American Gas Association (AGA) 12. Cast Iron Soil Pipe Institute (CISPI) 13. Midwest Insulation Contractors Association (MICA) 14. Sheet Metal and Air Conditioning Contractor's National Association (SMACNA) 15. Insurance Service Office (ISO) 16. Factory Insurance Association (FIA) 17. Factory Mutual (FM) 16. Institute of Boiler and Radiator Manufacturers (IBR) 19. National Environmental Balancing Bureau (NEBB) 20. Associated Air Balance Council (AABC) 21. American Society of Sanitary Engineers (ASSE) 22. Plumbing and Drainage Institution (PDI) 23. National Sanitation Foundation (NSF) D. In case of discrepancy or conflict between Codes, ������ggggggApat s, Standards, Drawings and/or Specifications, the requirement yielding the highuality of work shall govern. 1.03 ADMINISTRATIVE FEES: ^`� A. Obtain and maintain all necessary licerrmits spectio pay all fees including taxes and penalties, if any, required by the d strati ority. ble deposits will be paid by the Contractor. 1.04 PRE -CONSTRUCTION SUBMITTALS�O A. Submit for approval, M equipment and air all materials. Inclu pir shall include val d all F vanes, corj$wI f' ers and B. Submit forWroval, Contrs including control diagrams. called for in this section, r Meets including performance specifications for all Also provide data on all system accessories and Lion materials. Accessories to be submitted on all duct accessories including extractors, turning ial Shop Drawings of all assemblies of manufactured items items called out in individual sections, in addition to those C. Indicate all pertinent dimensions on scale drawings necessary for clarity and or coordination of the installation between trades. D. Provide complete electrical data and wiring diagrams. E. Make Submittals on all work contained in Division 15, Mechanical at one time except by special permission. F. Bind Submittals in durable cover(s) with contents conveniently organized and property indexed with index tabs. G. Obtain approval on product manufacturers not specifically named prior to making submittals. H. Each Plumbing Section contains a listing of required Submittals only for convenience. DEMX ARCHITECTURE GENERAL PLUMBING REQUIREMENTS FAYETTEVILLE, AR 2301 00-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS Submit for approval a schedule of nameplates and manufacturer's data sheets and Shop Drawings on special supports and seals. J. Provide performance data on all substituted items to demonstrate equality to those scheduled. Include all sound level, rpm, velocity and other data as it is applicable. K. Submit proposed changes in ducts, pipes or equipment lay out before ordering or fabrication as stated below under "Intent". 1.05 INTENT: A. It is intended that the Contractor provide a complete and operating plumbing system including all incidental items, and connections necessary for proper operation or customarily included even though each and every item may not be indicated. B. The Drawings indicate the general layout requirements; ToP,e uipment, fixtures, piping, ductwork, etc. Final layout will be governed by actual field conditio vath ll measurements verified at the site. Contractor shall verify that all equipment, ducts, s 4nd all other components will fit in the space provided before fabrication or ordering. Contra o all submit any proposed changes to the Engineer for approval before ordering or fabilatio�i' C. It is intended that the mechanical instaNe safele, encient, and easily maintained with adequate provisions allowed forycclws to egyip nt. `^O D. It is intended that the plumbing l(sQtt n oper •�uretly wi nk i e levels below the criteria recommended for the appli ion y ASH�rovid� ctive action as required to reduce objectionable noise or vibr I PART 2 - PRODUCTSQf 2.01 PRODUCT REQUIREME`t^J,S A. Furnish o ty n standard products,rnanufacturer regularly engaged in the production of said products. Zv B. Support all products by se ice�anizations with adequate spare parts inventory and personnel located reasonably close t site. C. Where multiple units of the same type or class of products are required, provide all units of the same manufacturer. 2.02 PRODUCT HANDLING: A. Store products in the original containers and shelter in a suitable environment at an approved location. Make readily accessible for inspections and inventory accounting. 2.03 PRODUCT SUBSTITUTIONS: A. For products specified by generic reference standard, select any product meeting such standard. B. For products specified by naming one or more products or manufacturers, select any named. Submit request, in writing, for substitution of any product or manufacturer not specifically named and obtain DEMX ARCHITECTURE GENERAL PLUMBING REQUIREMENTS FAYETTEVILLE, AR 2301 00-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS approval at least five working days prior to bid date. C. Provide all information required to support claim of "equality' of product proposed for substitution. Substitutions will be considered only if equivalent in quality, efficiency, performance, size, weight, reliability, appearance, and ease of maintenance to the specified product or manufacturer. D. Where approved product substitutions alter the design, space requirements, electrical requirements, connections, or etc., include all work necessary to provide a complete installation of quality equal to or better than that which would have been achieved with products or manufacturers as specified. 2.04 PLUMBING IDENTIFICATION: A. Identify each major component as to manufacturer's name, address, model number, serial number, and pertinent ratings on a durable plate attached to the corr onent in a conspicuous place. B. Identify each major component as it is named on the D 1 s or referred to herein vrith engraved nameplates made from laminated plastic sheets./'�O, 1. Furnish with white letters on black backgrQu j except for other color coded requirements. 2. Provide appropriate size nameplate th formation easily readable. 3. Submit for approval, a schedule plates to be affixed&���ggggggach major component. 4. Attach nameplates with appr esive tory 4170t ameled surfaces only. Attach nameplates with proK ws on+fiel aintedher surfaces. C. Identify outdoor underground li Whh`conti 'SV p o utility marker tape as manufactured by Seton stating at regular i "CAU state yt� IPE BELOW." Install one foot directly above pipe before backfilli rode. Z 2.05 ANCHORS: `��`( A. Size anchors fo 1 it n`um saTttor �Thnes recommended load. Use only corrosion resistant a B. In new con e, use malleablei, r Ar nserts set prior to pouring concrete. C. In existing concrete or soliry, use Phillips "Redhead" expansion shields or Elcen self drilling expansion shields. Use po riven fasteners only for light loads and with specific approval. D. In hollow masonry, use steel toggle bolts. E. On structural steel, use approved beam clamps or direct weld. F. In wood, use wood screws or lag screws or through bolt with nuts and washers. G. In sheet metal, use self tapping sheet metal screws or machine bolts with washers and nuts. H. In bar joists, use hanger rod between bottom angles secured with washers and nuts. 2.06 HANGERS AND SUPPORTS: DEMX ARCHITECTURE GENERAL PLUMBING REQUIREMENTS FAYETTEVILLE, AR 2301 00-4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS A. Generally, support piping in accordance with ANSI B31.1 and support ducts in accordance with SMACNA duct construction standards. B. Support horizontal steel and copper pipe as follows: 1. For pipe sizes 2" and smaller, use adjustable wrought steel ring or clevis hanger spaced at 5 feet on center with 3/8" steel hanger rod. 2. For pipe sizes 2-1/2" through 4", use adjustable wrought steel clevis spaced at 10 feet on center with 5/8" steel hanger rod. 3. Support high temperature pipe with pipe roller hangers to allow for expansion. C. Support cast iron soil pipe 4" and smaller with adjustable wrought steel ring or clevis hanger spaced at 5 feet on center with 5/8" steel hanger rod. D. Support PVC pipe with approved hangers at 4 feet on c'ef�\tEtK E. Provide trapeze hangers consisting of steel angles :onAels with spacers and steel hanger rods for multiple piping or duct runs. v F. Provide copper plated hangers if in contact `W co per piping. G. Provide 18 gauge galvanized saddlesfft rr iss�lated pi 3Qd size to accommodate pipe and insulation. `� H. Use steel riser clamps for verb I�ng sup • `thoough Provide steel bracket and wrought steel clamp for support fronyua� ^� I. Support ducts with stee I stee @`s,`or s channels near each transverse joint. J. Support piping an work n oh ' tigers that do not require roof penetrations, supplemental fl �i or da ro erial. The system shall consist of high -density polyethyle p s'C bases, st tural stee me and pipe hangers and supports as indicated below: ♦� a. Gas lines: 1. p t 1 model PP10 with roller 2. " model PS-1-2 with roller. b. Water lines (OD with insulation) Up to 2-1/2" model PP10 with strut and hanger C. Gas and water: Above 8" use model PSE-2-2 with clevis hanger. d. Ductwork: All ductwork is to be mounted on model PPH-D supports. 2.07 EQUIPMENT SUPPORTS A. All roof mounted equipment where support is not specified elsewhere in this specification shall use DEMX ARCHITECTURE GENERAL PLUMBING REQUIREMENTS FAYETTEVILLE, AR 2301 00-5 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS model RTU-20 equipment supports. B. All roof supports shall be manufactured by Portable Pipe Hangers. VX117Z0ZiL`PILfAl:9=T_ *11*3 A. Provide concrete bases for floor mounted equipment indicated on the Drawings and all exterior equipment mounted on grade. Use proper cement -sand mix to achieve strength of 3000 psi after 28 days. B. Provide steel reinforcing bars as required and provide proper ties and support during pouring. C. Establish sizes of bases required to accommodate equipment. Generally, make bases extend 3" larger than equipment. '5k D. Provide properly sized anchor bolts held in position ' Aplates. Where anchor bolts cannot be held in sufficient alignment, provide adjustable bTed ipe sleeves. owels E. Prior to pouring, set steel re -bar din hoin existing slab for proper anchorage of base. Install near each comer and at other inte to exceed 24 inche$�, F. Trowel finish and rub smooth. Form �d`�`th 3 " c amfer. V� G. Grout bases for pumps and otter ib a4ng egr tw nt ;Wto*4hrink grout. 2.09 SLEEVES: �N.^ A. For pipes or round )iu)�ttough {ors abgrde or interior walls, form sleeves with 18 gauge galvanized sheet rg�A Ste e r t r Zt�t n non fire rated dry wall construction nor slab on grade. •[`` � �` B. For pipes ro 91i outside walls, firew�sj concrete beams, footings or potentially wet floors, provide schedule Ivanized steel p�e es. Provide integral waterstop in outside wall sleeves. C. For rectangular ducts thro Is or floors, form sleeves with steel angles or channels or galvanized sheet metal. D. Extend sleeves through floors one inch above floor and seal watertight. For core drilled penetrations in existing floors, provide one inch angle rings set in sealant in lieu of sleeves. Make wall sleeves flush with wall. E. Size sleeves to allow for movement due to expansion and to provide for pipe insulation run continuous through sleeves. F. Where pipes or duds pass through sleeves, completely fill space with insulation or approved fire barrier materials. Provide tight fitting escutcheon plates on both sides of wall sleeves as follows: 1. Galvanized sheet metal caps for ducts. 2. Galvanized or cad plated plates for pipes in mechanical spaces or unfinished areas. 3. Chrome plated brass for pipes in finished areas. DEMX ARCHITECTURE GENERAL PLUMBING REQUIREMENTS FAYETTEVILLE, AR 2301 00.6 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 2.10 FLASHING AND SEALS: A. Where piping penetrates roof membrane, provide 30 inch square sheet of 5lb/sq. ft. lead or 18 gauge copper. Extend flashing into top of open vent pipes one inch or provide flashing assembly or pitch pan as recommended by roofing manufacturer. B. Flash floor drains, except in slab on grade, with copper sheet flashing. Extend flashing under tile or floor finish to o inches up wall in showers or 2 feet from floor drain. Clamp flashing to auxiliary drain collar on floor drain. C. Provide curbs for all roof mounted equipment. Make curbs minimum of 4 inches above flood level of roof. Flash and counter flash with galvanized sheet metal, soldered and property waterproofed. D. Where piping penetrates outside walls, make watertight wit approved sealant or provide modular rubber seal designed for the purpose. PART 3 -EXECUTION O' 3.01 MANUFACTURER'S DIRECTIONS: ^^ ��,� A. Handle, insta0, connect, test, and op��t roduct�ssemblieg systems in accordance with manufacturer's recommendations. vv CC /�yy B. In case of conflicting require A�t�b tween nufact �'sj dCiirrections and the Contract Documents, obtain instructtii ` s b ore pro g vdttyt rk. 3.02 INSPECTIONS: [AV Qf Q'P A. Arrange with the ! rlis'(trraaat' e I tions of all work required and obtain approval prior to concealing or o edin wo B. Give ade at notice before conceal ny work for inspections by the Architect or Owner's representa s. Obtain instr.d_i,e, to roceed before concealing the work. 3.03 CLEANING: U A. Keep the premises clean and free from debris, dirt, etc. B. Upon completion of the work, clean and polish all fixtures, equipment, etc. C. All ductwork shall be sealed during construction to prevent construction dust from entering ductwork. 3.04 WORKMANSHIP: A. Perform all work in accordance with the best practices of the trade and provide a "neat' installation by mechanics skilled in their respective trades and property licensed. B. Accurately install piping, ductwork, and other equipment, plumb, level, and true to line with runs parallel or perpendicular to building lines. Make bends or offsets uniform. C. Carefully perform all cutting, drilling, digging, etc., and patch or refinish the disturbed area to the DEMX ARCHITECTURE GENERAL PLUMBING REQUIREMENTS FAYETTEVILLE, AR 23 01 00-7 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS condition of adjoining or similar surfaces in an approved manner. Do not cut any structural member without specific approval. Do not cut any electrical or mechanical lines that may be concealed. D. Conceal piping, ductwork, etc. in chases, furrings, or above ceilings unless indicated otherwise. Flush mount equipment required in finished walls where possible. E. Coordinate with other trades work and install all work so that all systems and components can be easily maintained and can be removed for replacement in the future. Provide access to all equipment. Do not locate components that must be serviced, maintained, or replaced above hard ceilings. Where these components absolutely must be above hard ceilings or in side walls, provide access doors equal to Acudor 5050. Provide fire rated access doors equal to Acudor FW5050 in fire rated ceilings or walls. 3.05 FLAME AND SMOKE CONSIDERATIONS: "/►\D( A. In ducts or other enclosures used for transporting a c�IrrlEntal air, including return air plenums above ceilings, use only products conforming to K nd UL composite classifications not exceeding 25 for flame spread and 50 for smok oped ratings.. This requirement applies to all materials including adhesives, finishes, etc.``V B. Completely seal penetrations through itr%}a Nor sm ted wal ' ngs, floors, or other barriers for the passage of piping, ductwork, c. a U list mate serve the fire/smoke rating of the barrier. �®r ``LC. Provide approved fire dampduct ratin ` rrme requidng a fire construction rating one hour or greater. Main�inss t m link. IV 3.07 COORDINATION: A. Coordinat �m�anical w�'th t e vAfic of related trades to avoid interference's. Determine the exact out 'of piping and ductwtarlor to fabrication and the exact location of each outlet and equipment nection prior to i���bon. B. Study the Architectural, St �ici Lr ,TAechanical and Electrical Drawings, and Specifications including Shop Drawings and man u er's technical data sheets, and compare to actual site conditions and constraints. In case of conflicts or interference, obtain clarification or instructions before performing any work. C. Piping or equipment requiring slope or specific mounting elevations will generally have right of way over products whose elevations can be changed. D. Carefully plan the sequence of work as required to minimize disruptions and installation time. 3.08 EQUIPMENT CONNECTIONS: A. Make all required utility connections to each item of equipment shown or specified including equipment furnished by Owner, and make operational. B. Connect overflows, relief discharges, blowdowns, drain valves, etc. with approved piping and extend to floor drains or other approved discharge points. DEMX ARCHITECTURE GENERAL PLUMBING REQUIREMENTS FAYETTEVILLE, AR 2301 00-8 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS C. Make all electrical connections to equipment including power supply and control wiring in accordance with Division 16, Electrical. 3.09 PROTECTION REQUIREMENTS: A. Locate existing utility lines and adequately identify and protect during the execution of the work. B. Protect public acid private property against damage. C. Protect all work including building finishes against damage due to dirt, water, chemicals, frost, heat, handling, theft, etc. Keep openings in piping and ductwork Nnd equipment closed with suitable plugs or caps during installation. ►V�.` D. Provide necessary warning devices, barricades, or�ye�s required for safety around moving parts, sharp objects or high temperature surface\`\/ 3.10 CHASES AND OPENINGS: A. Provide templates or details for chase her op Ids requir ugh floors, walls, ceilings, etc. to accommodate piping or ductw r . C A 3.11 TRENCHING AND BACKFILLING: A. Excavate bottoms of trenc�requir Qpth a for proper slope with uniform and solid bearing for piping. Do ripe o rocksunstable soil. Remove unsuitable bearing material and backfi 14 er de sand oth r approved material. If limestone products are used, protect all cc pipingfr ta�SV a limestone using sealed insulation or approved sleeving materia . �j1` B. After pipiJ h been satisfactodlyle sted and approved; backfill trench to a depth of one foot above top ipe with sand or Jit kea gravel. Install continuous strip of plastic "CAUTION" tape over pipe and sand. Use suit terial for remaining backfill to finished grade, tamped to 95% compaction. Cf• C. Before beginning any trenching, locate and determine elevation of all affected piping. Verity that drain lines to be connected to are deep enough to allow sufficient slope before starting trenching. 3.12 PIPING INSTALLATION: A. Erect piping without forcing or springing and allow for proper clearance and headroom. B. Provide for expansion and contraction with piped loops, changes in direction, or approved expansion couplings. C. Install all piping in a manner to prevent freezing. If necessary to install water piping in unheated spaces or outdoors above the frost line, provide electric heat tracing around pipe prior to insulating. 3.13 PAINTING: DEMX ARCHITECTURE GENERAL PLUMBING REQUIREMENTS FAYETTEVILLE, AR 2301 00-9 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS A. Paint ductwork, piping, equipment, etc. exposed in finished areas to match adjacent surfaces as directed. Paint items flat black or as directed if visible through grilles or other openings. B. Paint all exposed piping and equipment in mechanical spaces for uniform appearance or identification as directed. C. Paint ferrous piping, equipment, hangers, etc. exposed outdoors or subject to rusting, with one coat primer and two coats of approved exterior enamel based paint. D. Not used. E. Paint plywood backboards used for mounting equipment. 3.14 POST CONSTRUCTION SUBMITTALS: '/►\D( A. Deliver special tools, lubricants, and other productsC 'vss9ry for proper operation and maintenance of the mechanical systems. v B. Deliver spare parts as called for under other ch ical Sections contained herein or on the va Drangs. i9 ('moo, C. Submit Project Record Documents ir�l all c an s from j6i�`t+ract Documents made during construction. . D. Submit Certificates of Final petitions fir Admix e Authority. E. Per the State Energy C �%or to i e of a �fti''ficvaatte of occupancy submit Operation and Maintenance Man I ng al es of e m nt and systems provided. Include complete spare parts data ent ri s supply. Include copy of manufacturing data sheets, shop d��ra �n requir c SR submittals, wiring schematics, controls sequence descriptio "d Y points, an a comGp le on narrative of how each system is intended to operate. ♦ J F. Submit extended warranties in e of the standard one year warranty where required by other Plumbing Sections contai in or on the Drawings. 3.15 INSTRUCTIONS TO OWNER: A. Provide competent instruction to Owner's personnel covering operation and maintenance of all plumbing systems. Provide specialized instruction by manufacturer's technical representatives when mechanical B. required. C. Provide close out documents to owner per Section 15785. END OF SECTION DEMX ARCHITECTURE GENERAL PLUMBING REQUIREMENTS FAYETTEVILLE, AR 2301 00-10 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS FACILITY STORM DRAINAGE SECTION 22 14 00 PART 1-GENERAL 1.01 WORK INCLUDED: A. Trench drains and planter drains B. Above ground drain piping C. Roof drains 1.02 RELATED WORK: A. Section 22 01 00 General Plumbing Requirements w D( 1.03 SUBMITTALS: /'�O' A. Submit manufacturer's data sheets on all drains` 1 . B. Submit list of piping products to be use ste services and s�their manufacturers, classes or types, and other applicable data. C. Submit record drawings indicatii anal to 1 ro (bitalled piping. PART 2 - PRODUCTSAV``�� 2.01 PIPING: el ��AV ^Qf' a. Above ground lln'd(rJoof IaRh Rh ` 1. She vle 4_0 PVC. V C 2.02 CLEANOUTS: � A. Provide deanouts compatib'te�ith type of drain piping to which it is connected. Provide covers compatible with type of floor or wall finish with consideration given to traffic conditions. Make cleanouts same size as pipe through 4 inches. B. Floor Cleanout (FCO): Cast iron with tapered brass plug, threaded adjustable housing, and round nickel bronze scoriated top. Wade Series W-6000 or equal. C. Grade Cleanout (GCO): Same as FCO except with heavy duty cast iron scoriated top. Set GCO in 18 inch diameter concrete base 4 inches thick and flush with finished grade. D. Wall/Stack Cleanout (WCO): PVC with tapered plug and stainless steel access cover where applicable. 2.03 TRENCH AND ROOF DRAINS: DEMX ARCHITECTURE FACILITY STORM DRAINAGE FAYETTEVILLE, AR . 22 14 00 -1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS A. Provide roof drain or trench equal to scheduled manufacturer and model number. Strainer type and material; and mounting type shall be equal to that or shall be compatible with roof type if that scheduled is not. Provide outlet type equal to that scheduled or compatible to type of roof drain pipe used. B. Acceptable manufacturers are Wade, Zum and Jay R. Smith. PART 3 - EXECUTION 3.01 PREPARATION: A. Swab pipes and clean joints and fittings inside and out prior to making connections. Use proper lubricants on compression gaskets. 3.02 INSTALLATION:AJC A. Unless indicated otherwise on the Drawings, slope hors o tal drain piping in accordance with the following: Ro' Size Mini e 3" and smaller ' ' r fo t (�, 4" and larger v y,S per fo� ��('\v B. Bury all underground outside pii(nimu t fro(' niSt+bd grade. C. Install roof drains, trench drzt�s a clearee fros. Use adhesive recommended by pipe manufactures !'�• Q 3.03 TESTING: A. BeforeconceayIest`drain an oA`leak free: 1. to vest - Subject syste f p least 10 feet of hydrostatic head for 30 minutes. 2. Air st - Subject syrste'� t least 5 psig air pressure for 30 minutes. (Optional) V END OF SECTION DEMX ARCHITECTURE FACILITY STORM DRAINAGE FAYETTEVILLE, AR 22 14 00 -2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS IRRIGATION SYSTEMS SECTION 22 49 05 PART 1 - GENERAL 1.01 WORK INCLUDED: A. Irrigation Piping and Accessories - a. Replace all irrigation system piping and components affected by the removal and replacement of the concrete slab between the planters. B. Other system components a. Repair or replace any valves, control valves, sprinkler heads, piping and wiring that is damaged or not fully functional. All fully functional components shall remain as is. 1.02 SUBMITTALS: D( A. Submit manufacturer's data sheets complete with eons and installation instructions on all irrigation system components and accessories. B. Submit Owners Operation and Maintenance n�Pals covering all portions of the system. Provide detailed winterizing procedure and sprit procedure. (�� 1.03 QUALITY ASSURANCE: ��'�- /////����� `` ``' \`T``LL�(��•r A. Comply with applicable requirernd star%ds� AS A, and CSA. B. Comply with state plumbin `and I T equir n��VAlrrange with city for water tap and meter and pay all connectio�n(ff�rmits sp ctioees. PART 2 - PRODUCTS 2.01 SPRINKLER HEADS' O� `� V A. Provide hig apacity, gear driv p up sprinkler heads as shown for complete coverage of playing fields. Heads to be equal to 0. Series model number 1-40-36S43. B. Heads shall have stainless riser with minimum of 3-1/2" pop-up stroke, factory installed nozzles, drain check valve, and heavy duty rubber cover that rests flush with turf or grade. C. Heads shall deliver uniform circular coverage with 61' radius and 16-20 gpm at 70 psi inlet pressure. 2.02 REMOTE CONTROL VALVES: A. Remote control valves shall be equal to existing. B. Valve body shall be equal to existing. 2.03 PROGRAMMABLE CONTROL STATION: A. Controller shall be equal to existing. DEMX ARCHITECTURE IRRIGATION SYSTEMS FAYETTEVILLE, AR 22 49 05-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS B. Control wiring shall be 16 AWG minimum suitable for direct burial. 2.04 BACKFLOW PREVENTOR: A. If a new one is required, provide approved and certified reduced pressure principle backflow prevention assembly with resilient seated shutoff valves and test cocks. Assembly shall be equal to existing. 2.05 PIPING AND ACCESSORIES: A. Piping downstream from backflow preventor shall be PVC schedule 40 pipe and fittings. Make joints with approved solvent -cement. B. Provide quick -conned flush coupling equal to existing at ea Fh end of main header. Furnish with each coupling a detachable hose bib and air chuck. 40 IVY•` C. Provide automatic drain valve downstream from ea s;Aoid control valve to drain sprinkler heads and lateral line when control valve shuts off. Vala automatically dose when control valve is activated. D. Provide recessed modular valve box tint flandal resistant cove each control valve sized to accommodate valve, and at minimum • e\s indic n draw E. Provide surface mounted valve bo h vvan A ant cgvQro backflow preventor mounted above grade. Size to accommQd e alve a�withoF�18eration to maintenance and winterizing. V� �' ^V PART 3 - EXECUTION ( ^ `` `� 3.01 INSTALLATION: �`� v�/�'`a A. Install syst o®;j onents peean`ufactul@fs directions and the best practices of the trade. B. Install pipin drain back to gra wells as required to provide freeze protecion. Install swing joints on piping at each spri/nk�ta�i N. C. Coordinate piping installatipdttt other work, including snow melt system, trench drains, drain piping, electrical wiring and conduit and all other work. D. Install thrust blocks at each elbow or tee and other places where shock due to water hammer may exist. E. If required, install backflow, preventor so as to be easily removable for winterizing or maintenance. 3.02 TESTING: A. Test completed piping at 125 psig and prove leak free. Thoroughly flush system until clean. B. Test backflow preventor and certify proper operation. C. Program timing sequences per Owner's requirements and verify total system compliance with contract documents. DEMX ARCHITECTURE IRRIGATION SYSTEMS FAYETTEVILLE, AR 22 49 05-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 3.03 INSTRUCTION: A. Provide adequate instruction of Owners personnel in all aspects of set-up, operating, maintaining, programming, and Winterizing system. END OF SECTION DEMX ARCHITECTURE IRRIGATION SYSTEMS FAYETTEVILLE, AR 22 49 05-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS GENERAL ELECTRICAL REQUIREMENTS SECTION 26 0100 PART 1-GENERAL 1.01 RELATED DOCUMENTS: A. Comply with the Conditions of the Contract, General and Supplementary Conditions, and any other applicable requirements contained herein or issued under separate cover. B. Perform other work related to or necessary for the electrical installation in accordance with the applicable Specification Division or Section contained herein. C. In Electrical Specification Sections, items under "RELATE ORK' are listed for convenience only and are not guaranteed to be a complete listing of all a'ctft work. 1.02 CODES, REGULATIONS, AND STANDARDS: 4c, A. Comply with the latest edition of applicable coding the following: 1. IntLife Safety Building A 101) �e) ode 2. Life Safety Code (NFPA 101) 3. National Electrical Code NE�( A 7011) (� 4. State Fire Prevention Cc jet B. ill Comply with applicable Re((�� ��atioAs as ap, inclfhe following: 1. State DepartmFFlealth • atio sQ 2. Rules and ons f gy cy Standards for New Building Construction 3. State an al D n o egulations 4. Occup Safety all h SHA) 5. U " pany Regu lions d quirements 6. er late and Federal;; d Regulations 7. Lo Ordinances 8. State Department n Minimum Schoolhouse Construction Standards C. Furnish products and perfo stallation conforming to the latest accepted Standards published by the following organizations: 1. Underwriter's Laboratories, Inc. (UL) 2. National Fire Protection Association (NFPA) 3. National Electrical Manufacturer's Association (NEMA) 4. American Society of Testing Materials (ASTM) 5. American National Standards Institute (ANSI) 6. Institute of Electrical and Electronic Engineers (IEEE) 7. Insulated Power Cable Engineer's Association (IPCEA) 8. Certified Ballast Manufacturer (CBM) 9. Electrical Testing Laboratories (ETL) 10. Illuminafing Engineering Society (IES) 11. Insurance Service Office (ISO) 12. Factory Insurance Association (FIA) 13. Factory Mutual (FM) DEMX ARCHITECTURE GENERAL ELECTRICAL REQUIREMENTS FAYETTEVILLE, AR 2601 00-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 14. National Sanitation Foundation (NSF) 15. Electronic Industry Association/Telecommunications Industry Association (EIA/TIA) D. In case of discrepancy or conflict between Codes, Regulations, Standards, Drawings and/or Specifications, the requirement yielding the higher(est) quality of work shall govern. 1.03 PERMITS AND ADMINISTRATIVE FEES: A. Obtain and maintain all necessary licenses, permits and inspection certificates and pay all fees including connection fees, taxes and penalties, if any, required by the Administrative Authority. Refundable deposits will be paid by the Owner. 1.04 PRE -CONSTRUCTION SUBMITTALS: A. Refer to each Electrical Section for a listing of required Sub ittals under that Section. Refer to Section entitled Shop Drawings, Product Data, and Sarrtp)ekN submittal procedure and requirements. I B. Submit for approval, Manufacturers technical d Z is including performance specifications for all equipment, major materials, and other manufac it items. Obtain approval on product manufacturers not specifically named prior tQ aki g submittals. dr, C. Submit for approval, Contractor's origi8p Draf all as of manufactured items ncluding complete wiring diagrams.-�-ddddn a all PPa�rtin nt dimMscale drawings necessary for clarity and for coordination o1stallati fk�iween t iV D. Submit for approval, a schetlpte naname ``nd,, to Qrt forms. E. Bind Submittals in dura er(s)tme is c rve(niJently organized and properly indexed. F. Make Submittals &� ��16, Electrical, at one time except by special permission. 0, t/1 ♦�wV 1.05 TEMPORARY LIGHTI AND POWER: � A. Not required for this projec(. j 1.06 INTENT: �J A. It is intended that the Contractor provide a complete and operating electrical system including all incidental items and connections necessary for proper operation or customarily included even though each and every item may not be indicated. B. The Drawings indicate the general layout requirements for equipment, fixtures, conduit, devices, etc. Final layout will be governed by actual field conditions with all measurements verified at the site. C. Conduit and wiring shown on the Drawings are diagrammatic unless noted otherwise, and are intended to indicate switching and branch circuit arrangements, phase balance, and general wiring connection requirements. D. It is intended that the electrical installation be safe, reliable, energy efficient, and easily maintained with adequate provisions for access to equipment. DEMX ARCHITECTURE GENERAL ELECTRICAL REQUIREMENTS FAYETTEVILLE, AR 2601 00-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS E. It is intended that the electrical system operate quietly with noise levels below the criteria recommended for the application by NEMA. Provide corrective action as required to reduce objectionable hum or vibration. Acoustically insulate between outlet boxes in common wall serving different rooms. The Drawings indicate diagrammatically the number and function of the conductors required for the conduit routing as shown. The Contractor has the option of changing the routing or combining circuits in one conduit run, providing the installation does not interfere with work of other trades, the system functions as intended, the ampacity of the conductors is derated in accordance with the NEC, and none of the loads require a dedicated circuit or isolated ground. Indicate actual conduit routing and conductor arrangement on record drawings. Neutrals for circuits serving non -linear loads are considered a current carrying conductor. G. Lighting and general purpose 20-ampere branch circuits m share a common neutral, provided each branch circuit is derived from a different phase leg d ground circuits as well as circuits serving non -linear loads and those served with ground a t circuit breakers must have their own neutral or isolated ground. Branch circuits serving ~te s shall have a separate neutral for each circuit. Panelboards servings mostly computer I rows II have a double neutral feeder. H. "Home runs' are indicated on the Drawingskii rom the branch circuit outlets pointing in the general direction of the panelboards to i y c nect, complet h the panelboard and circuit number designations. Continue'! o the ated p lards as though the conduit runs were shown in their entirety. `l PART 2 - PRODUCTS 2.01 PRODUCT REQUIREMENTS: n,` A. Furnish only new sS pprrodugES�aCmm�n, urer regularly engaged in the production of said products. ^�,` P''ll�J` ��VJ B. Support a dQi is by service organjaatio wth adequate spare parts inventory and personnel located 46001bly close to the sit C. Where multiple units of the or or class of products are required, provide all units of the same manufacturer. Il 1` 2.02 PRODUCT HANDLING: A. Store products in the original containers and shelter in a suitable environment at an approved location. B. Make products readily accessible for inspections and inventory accounting. 2.03 PRODUCT SUBSTITUTIONS: A. For products specified by generic reference standard, select any product meeting such standard. B. For products specified by naming one or more products or manufacturers, select any named. Submit request for substitution of any manufacturer not specifically named and obtain approval prior to bidding. DEMX ARCHITECTURE GENERAL ELECTRICAL REQUIREMENTS FAYETTEVILLE, AR 2601 00-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS C. Provide all information required to support claim of "equality" of product proposed for substitution. Substitutions will be considered only if equivalent in quality, efficiency, performance, size, weight, reliability, appearance, and ease of maintenance to the specified product or manufacturer. D. Where approved product substitutions alter the design, space requirements, electrical requirements, connections, cooling loads, or etc., include all work necessary to provide a complete installation of quality equal to or better than that which would have been achieved with products of manufacturers as specified. 2.04 PRODUCT APPLICATION: A. Furnish products that are UL listed for their intended use and environment. For example, use only rain tight products suitable for wet locations when installed outdoors or where indicated on the Drawings to be weatherproof (WP). PART 3 - EXECUTION 3.01 MANUFACTURER'S DIRECTIONS: A. Handle, install, connect, test, and operate all r assemblies, and systems in accordance with manufacturer's recommendations. //�� �``� V oo.. B. In case of conflicting requirements be"Ole 9 an rer's di is and the contract documents, obtain instructions befor r edingh he worv. 3.02 INSPECTIONS: kO A. Arrange with the Administr, 1plAutho ' msp�ALA all work required and obtain approval prior to concealing or pr�ng wi o B. Give adequate n fore in for inspections by the Owners representatives. Obtain instructjpt procee 1e co the work. 3.03 CLEANING: �')� A. Keep the premises dean ar�ee from debris, dirt, and etc. B. Upon completion of the work, clean and polish all fixtures, equipment, and etc. 3.04 WORKMANSHIP: A. No person shall perform electrical work on the contract without possessing a Master or Journeyman License from the State Electrical Examiners Board. All electrical work and apprentice electricians shall be supervised by a Master or Journeyman Electrician on a one to one ratio. B. Perform all work in accordance with the best practices of the trade and provide a "neat" installation by technicians skilled in their respective trades and properly licensed. C. Accurately install conduit, and other equipment plumb, level, and true to line with runs parallel or perpendicular to building lines. Make bends or offsets uniform. DEMX ARCHITECTURE GENERAL ELECTRICAL REQUIREMENTS FAYETTEVILLE, AR 2601 00.4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS D. Carefully perform all cutting, drilling, digging, and etc., and patch or refinish the disturbed area to the condition of adjoining or similar surfaces in an approved manner. Do not cut any structural member without specific approval. Do not cut any electrical or mechanical lines that may be concealed. E. Conceal conduit in chases, furrings, or above ceilings unless indicated otherwise. Flush mount equipment where shown in finished walls where possible. 3.05 FLAME AND SMOKE CONSIDERATIONS: A. In ducts or other enclosures used for transporting environmental air, including return air plenums above ceilings, use only products conforming to NFPA and UL composite classifications not exceeding 25 for flame spread and 50 for smoke developed ratings, or install in conduit or approved enclosure. This requirement applies to all materials including signal cable insulation jackets, finishes, and etc. B. Completely seal penetrations made through fire and/or otkated walls, ceilings, floors, or other barriers for the passage of conduit with a UL listed mat Tito preserve the fire/smoke rating of the barrier. 3.06 COORDINATION: /`fir A. Coordinate the electrical work with thV late trades to avo�i Q•�j erference. Determine the exact route of conduit prior to fabricati he exabeation VbZroutlet and equipment enclosure prior to installation. //'��� B. Study the Architectural, Structtl�gl chani Electr aawings, and Specifications including Shop Drawings and man ure techr}. to sheer d compare to actual site conditions and constraints. In case of cc r inter�J ce, o a ification or instructions before performing any work. C. Piping or equipm nn o�� �tT� Iunting elevations will generally have right of way over conduit afire r produr se ions can be changed. D. Carefully • an hev sequence of�wEquired to minimize disruptions and installation time. 3.07 EQUIPMENT CONNECTIONS: ��; A. Make all required electricalLbRnections to each item of equipment shown or specified including equipment furnished by Owner, and make operational. 3.08 PROTECTION REQUIREMENTS: A. Locate existing utility lines and adequately identify and protect during the execution of the work. B. Protect public and private property against damage. C. Protect all work including building finishes against damage due to dirt, water, chemicals, frost, heat, handling, theft, and etc. Keep openings in conduit and equipment closed with suitable plugs or caps during installation. D. Provide necessary warning devices, barricades, or coverings required for safety around exposed "live" parts or high temperature surfaces. DEMX ARCHITECTURE GENERAL ELECTRICAL REQUIREMENTS FAYETTEVILLE, AR 2601 00-5 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 3.09 CHASES AND OPENINGS: A. Provide templates or details for chases and other openings required through floors, walls, ceilings, and etc. to accommodate conduit. B. Provide any necessary cutting or drilling for required openings, and patch and refinish as directed. 3.10 PAINTING: A. Painting shall be performed in accordance with the painting section of these specifications. B. Paint conduit, equipment, and etc. exposed in finished areas to match adjacent surfaces as directed. C. Paint conduit flat black, or as directed, if visible through grilles or other openings. D. Paint all exposed conduit and equipment on outsid; jSi iil ing or in equipment rooms for uniform appearance or identification as directed. E. Paint plywood backboards used for mountiint qui mttteentprior to installing equipment. F. Touch-up scratches in factory finished ss with aD Mpproved 0 match the surface. 3.11 TESTING AND ADJUSTING: O •`+Oort, A. Test the completed electrica6esVs ms an free�circuits, poor connections, and improper grounding. /'fir n `` B. Maintain on the pr e3.6 first 4 tmgt meter, milli -ohmmeter, and meggar insulation tester in proper c n a e e rements as required. 1. �II 600 volt ra(2d w ri at 00 volts minimum before applying power. Prove r ist nce in excess of 10 ms. 2. Tes metal conduit anE ds for continuity and prove resistance less than one ohm to farthest outlet from ound. 3. Test system grou d th per the NEC. C. Align, adjust, calibrate, and test all systems to assure safe and proper operation. D. Verify proper taps on motors and transformers for rated performance. 3.12 POST CONSTRUCTION SUBMITTALS: A. Deliver special tools, and other products necessary for proper operation and maintenance of the electrical systems. B. Deliver spare parts as called for under other Electrical Sections contained herein or on the Drawings. C. Submit Project Record Documents indicating all changes from the Contract Documents made during construction. D. Submit Certificates of Final Inspections from the Administrative Authority. DEMX ARCHITECTURE GENERAL ELECTRICAL REQUIREMENTS FAYETTEVILLE, AR 2601 00-6 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS E. Submit Operation and Maintenance Manuals covering all phases of equipment and systems provided. Include complete spare parts data with current prices and sources of supply. Include copy of manufacturing data sheets and shop drawings required in pre -construction submittals. F. Submit extended warranties in excess of the standard one year warranty where required by other Electrical Sections contained herein or on the Drawings. G. Assemble all post construction documents for electrical system in 3-ring binder(s) with divider tabs labeled and properly indexed. Submit the number of sets and arranged as required by Architect. H. Submit all closeout documents in accordance with Division 1 of these specifications. 3.13 INSTRUCTIONS TO OWNER: A. Provide competent instruction to Owner's personnel cov r eration and maintenance of all electrical systems. Provide specialized instruction by r> a aadurer's technical representatives when required. O' 3.14 USE OF EQUIPMENT: `^^`T A. The contractor shall not use the perma Nt lrica stem for conV bon activity except by special permission. `` ��GvJ B. If permitted, the contractor's usk� equipLflgfr�9hall n*drl& warranty time specified for the equipment. .[��` (� C. If permitted, lamps, ballas other Ztems IZ nng construction shall be replaced by the contractor prior to acre if use ore tha% of their rated life. 3.15 GENERAL WARRANTY: ^�� P� �)� A. Warrant III cal installatidn ag`ai t defects in products and/or workmanship for a period of one (1) year ate of substanti cletion in accordance with architect's specifications. B. Provide all services, transportation, and incidental costs necessary for the proper operation of all elect t ms during the warranty period. C. Make good any damage tolAebuitding or grounds or other equipment resulting from defects in products and/or workmanship during the warranty period. END OF SECTION DEMX ARCHITECTURE GENERAL ELECTRICAL REQUIREMENTS FAYETTEVILLE, AR 2601 00-7 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS SECTION 26 05 26 PART 1-GENERAL 1.01 WORK INCLUDED: A. Equipment grounding and bonding B. System grounding C. Transformer secondary grounding 1.02 RELATED WORK: A A. Section 26 01 00 General Electrical Requirements B. Section 26 05 33 Boxes and Enclosures O' 1.03 SUBMITTALS: ^^ ``6 o, A. Submit certified test report of groundin de re s Ca. �v PART 2 - PRODUCTS 2.01 GROUNDING ELECTRODES: A. Provide 5/6 inch x 10 feptj�� rwd round accessories as required to achieve proper system ground.��2.02 GROUNDING WIRES: ` A. Providei ula a grounding conuat4nmpers sized in accordance with the NEC but no smaller tha 12 AWG. Identify continuous green insulation or with green tape at each termination. G7� PART 3 - EXECUTION 3.01 INSTALLATION: A. Bond the entire metal raceway system including conduit, boxes, enclosures, equipment frames, motor housings, and etc. System to be mechanically and electrically continuous throughout installation. B. Bond grounding conductor to conduit at the entrance and exit from that conduit containing only the grounding conductor. C. Install grounding jumper from connector bushings to equipment grounding bars. Bond grounding bars and lugs to housing, except where an isolated ground is indicated. DEMX ARCHITECTURE GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS FAYETTEVILLE, AR 26 05 26 -1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS D. Install separate grounding conductor in all raceway systems. E. Bond the grounding wires to each box and enclosure through which they pass, except where an isolated ground is indicated. F. Where an isolated grounding (IG) system is indicated, maintain electrical isolation between the grounding conductors and the metal raceway system from the grounding terminals of IG receptacles back to the system grounding point. G. Install grounding electrode in accordance with the NEC. Prior to connecting to system, measure ground resistance under "normal dry weather' conditions. If the electrode to ground resistance is not less than 25 ohms, install additional grounding electrode �as equired by the NEC. H. Establish the system ground (grounding bar) at the se vfcance. Bond this bar to all of the following: O* 1. Metal raceway system. 2. Grounding conductors, including tho for olated grounding systems. 3. The service entrance neutral conC o Kee 3 neutral condycygrs isolated from ground throughout electrical system e c 4 the OFgrounc KJ 4. The grounding electrode. `�/ ` y 5. Domestic water service pi Provid ing j cross water meter connections. 6. The building steel incl$i teel rei in cc foundations and steel frames as applicable. �� v 7. Interiormetalgas�ipip I. Ground neutrals deri 6&M dry@ansfor rs tb building steel or domestic cold water pipe in accordancewith t a Yh ceway system. Keep neutral conductors isolated from ground thrO ut the dary distribution system except at the derived source. G ` END OF SECTION . Cj DEMX ARCHITECTURE GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS FAYETTEVILLE, AR 26 05 26 -2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS RACEWAYS SECTION 26 05 31 PART 1-GENERAL 1.01 WORK INCLUDED: A. Conduit and fittings B. Wireways C. Sleeves D. Seals 1.02 RELATED WORK: A. Section 26 01 00 General Electrical RequiremerTO' B. Section 26 05 32 Wires and Cables C. Section 26 05 51 Supporting Devices 4VV D. Section 26 05 53 Electrical Identifiln • + 1.03 SUBMITTALS: �` nn•^�` AG A. Submit Manufacturer's eets w m nu�tured assembly such as special fittings, modular seals, fire -stop ma r etc. 1.04 QUALITY ASSURANCE: •` Klistb", A. Useonly at iasthatareUto application and that bear the UL label. PART 2-PRODUCTS 2.01 CONDUIT AND FITTINGS: G A. Rigid Metal Conduit (RMC): �0 1. Heavy wall steel pipe, hot dipped galvanized inside and out, and with ends factory threaded prior to galvanizing (except at terminations). 2. Use only steel or malleable iron fittings. 3. Use box connectors with "biting" type locknuts. Use insulated bushings where wire is larger than #8 AWG. Provide approved watertight hubs in wet locations. 4. Use threaded couplings or approved unions. 5. Use factory elbows, long sweep where possible. Provide watertight "LB" fittings with gasketed covers where required. B. Electrical Metallic Tubing (EMT) (the term "conduit" also applies to EMT): 1. Zinc electroplated inside and out, and with threadless ends. DEMX ARCHITECTURE RACEWAYS FAYETTEVILLE, AR 26 05 31-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 2. Use set screw type fittings where concealed in walls, ceilings, etc., and use watertight and concrete tight gland and ring compression fittings where exposed or in concrete. 3. Use box connectors with "biting" type locknuts. Use insulated bushings where wire is larger than #8 AWG. C. Non-metallic Conduit (NMC): 1. Schedule 40 polyvinyl chloride (PVC) electrical conduit with smooth straight ends. 2. Use couplings and connectors of same material as conduit, and joined with solvent -cement specifically manufactured for the purpose. 3. Use only RMC or IMC elbows with PVC-NMC adapters. PVC-NMC elbows are not acceptable unless specifically allowed on the Drawings. 4. Use PVC-NMC box connectors only where allowed, such as for floor boxes. D. Liquidtight Flexible Metal Conduit (LFMC): Ate( 1. Electroplated steel tubing with extruded PVC j t equal to "sealtight" 2. Use steel or malleable iron LFMC box conrtth insulated throats and a threaded grounding cone. V \J F. Flexible Metal Conduit (FMC): 1. Electroplated steel tubing e u • veenfie v 2. Use steel or malleable iron Fjjvv�x cot s with i throats and of type that threads into conduit convns. •` G. Rigid Aluminum Conduit (R///a'`�W ) ` � AV 1. Heavy wall alur ' Baedends. 2. Conduit a d 80.5 Use facto ws, le 2.02 WIREWAYS: O A. Provide J ys properly sized to tcmmodate the conductors or as shown on the Drawings. B. Provide wireways of code au eel with baked enamel finish. Furnish all necessary hardware and accessories. 2.03 SLEEVES: A. Provide Schedule 40 galvanized steel pipe sleeves sized to accommodate the outside dimension of conduit. B. Provide integral waterstop collar on sleeves in outside walls. 2.04 SEALS: A. Where conduit penetrates roof membrane, provide flashing assembly or pitch pan as recommended by roofing manufacturer. DEMX ARCHITECTURE RACEWAYS FAYETTEVILLE, AR 26 05 31.2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS B. Where conduit penetrates outside walls, make watertight with approved sealant or provide modular rubber seal designed for the purpose. C. Use conduit sealing compound equal to "Ductseal" or use approved modular sealing fittings to seal between conductors and conduit where conduit passes from warm to cold spaces, as well as from the outside. D. Use 3M "Fire Barrier' or non -shrinking grout to seal between the conduit and sleeve through fire/smoke barriers. PART 3 - EXECUTION 3.01 CONDUIT APPLICATIONS: A. Use RMC for the following applications: 1. Above grade and exposed outdoors 2. Wet locations 3. Risers from under slab or underground,g underground elbows 4. Locations subject to mechanical injury. B. Use EMT for above ground, inside, dry to not subject to mecgF�i�al injury. C. Use NMC only for underground or une P l *�C! D. Use LFMC for the final connect(4 to otors6-a%+1�sonngr&,theradjustable or vibrating equipment exposed in finishei alias or ingtgn/w�e�,locations. E. Use FMC for the final c on to ble orating equipment in dry, unfinished locations and to lighting fixtures n ther a ent in Ikinieilings. Maximum length of any runs shall be six (6) feet except by I per�i 'o 3.02 INSTALLATION: O P A. Size race for the number, A d type of conductors to be installed therein in accordance with the NEC, but no smaller for homeruns and Y::" for branches. B. Install conduit in standard t lengths except where a shorter section is required. Make required field cuts square and ream until all burrs are removed. Field cut threads required for RMC shall be coated with a high zinc dust content galvanizing repair compound with high electrical conductivity. C. Make field bends in EMT with an approved bending machine or device, and make free from kinks, dents, or flattened surfaces. Field bends in RMC are not allowed. Do not exceed 90° in any individual bend nor exceed 360" of total bends or elbows in any one conduit run. D. Maintain at least 6 inches clearance between conduit and hot piping or equipment. E. Where conduit crosses a building expansion joint, provide a junction box on each side of the joint and connect with a slack section of FMC, or provide approved expansion fitting with integral ground jumper. F. The diameter of conduit installed in structural slabs shall not exceed 20% of the thickness of the slab, and shall be installed as close to the center plane of the slab as possible. DEMX ARCHITECTURE RACEWAYS FAYETTEVILLE, AR 26 05 31-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS G. Provide sleeves for conduit through masonry or concrete walls, foundation walls, or concrete beams prior to laying up or pouring.. Make wall sleeves flush with wall. H. Provide sleeves for conduit through structural slabs above grade prior to pouring. Make floor sleeves extend one inch above floor and seal watertight. For core drilled penetrations in existing floors, provide one inch angle rings or escutcheons set in sealant in lieu of floor sleeves. Where outlets serving different rooms are mounted back-to-back or side -by -side in the same wall, sound insulate the boxes from each other with batt insulation. If the boxes are connected to each other through conduit, seal the conduit (after wiring) with "Ductseal." J. The Drawings indicate diagramatically branch circuits and feeders required. Install conduit runs to accommodate the wiring requirements. 3.03 EMPTY CONDUIT SYSTEMS: A. Where indicated on the Drawings, provide empty condoOfEsas specified herein for future installation of wire or cable. B. Leave fish wire or rope in conduit with proper la I ached. END OF SECTION Cj DEMX ARCHITECTURE - RACEWAYS FAYETTEVILLE, AR 26 05 31-4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS WIRES AND CABLES SECTION 26 06 32 PART 1 - GENERAL 1.01 WORK INCLUDED: A. Power wiring and connectors, 600 volts or less B. Control and signal wiring and connectors C. Miscellaneous materials 1.02 RELATED WORK: A. Section 26 01 00 General Electrical Requirements B. Section 26 OS 31 RACEWAYS O' C. Section 26 05 51 Supporting Devices D. Section 26 05 53 Electrical Identificatidi�` 1.03 SUBMITTALS: t'3 fixty + A. Submit Manufacturers data eliee for � ips ar Each type of wiring connector proposed for use. G PART2-PRODUCTS 2.01 POWER WIRING AND C CTORS A. For servi er ante, feeders and circuits, use single conductor annealed copper with 600- volt code ly THHN insulationove ground dry locations and dual rated THHN/THWN insulation for wet locationsIn ound or under slab locations unless noted otherwise. B. For lighting fixture whips, ite`rrnissible to use code type MC cable with copper conductors and metal jacket with wire gauge and type complying with the NEC for fixture wire. Maximum length of fixture whips shall be 6 feet and shall include integral green insulated grounding conductor. C. Minimum wire size is #12 AWG except for fixture whips. Where developed distance from panelboard to first outlet exceeds the following, increase minimum size to #10 AWG. 1. 65 ft. for 120 volt circuits 2. 115 ft. for 208-240 volt circuits 3. 150 ft. for 277 volt circuits 4. 265 ft. for 460 volt circuits D. #12 and #10 AWG wire used for lighting, receptacles, and other non -vibrating equipment may be solid conductor. All other wiring including wiring connecting to motors, transformers, and special grounding systems shall be stranded conductor. E. Make splices required in #12 and #10 AWG wire with insulated "Scotchlok" connectors. DEMX ARCHITECTURE WIRES AND CABLES FAYETTEVILLE, AR 26 05 32-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS F. Make splices in all wire #8 AWG or larger with approved crimp -on or bolted pressure connectors with snap -on or bolt -on insulated caps. G. The voltage and temperature ratings of the connector insulator shall be at least equal to that required of the conductor insulation. H. Furnish wire with color coding conforming to the following: Conductor 250V or Less 480V/277V Phase A Black Brown Phase B Red Orange Phase C Blue Yellow Neutral White Gray Ground Green ( Green Color coding may be solid or striped -colored insul ' . oCdlored plastic tape may be used at terminations on #8 AWG and larger conductors ywl ck insulation. 2.02 CONTROL AND SIGNAL WIRING AND CONNEC I A. Use stranded annealed copper condu IVI th insull suitabl Se purpose. B. For applications, 50 volts and gre s�see//# minimyV rLiV"���e+++++„c��coonductor with 600 volt insulation and approved for the applicati `� C. For power limited wiring a I the, uG minimum size conductor except for multi -conductor cable r en////ded b he system manufacturer. D. For power limited in ai esy� Iy�LP, CMP or FPLR if not in conduit for signal, communicatio,�larme tivel� E. For powe imi d wiring not in air ps orinstalled in conduit and used for fire alarm and detections ems, use type :P F. Make splices required in # 4 t 8ugh #10 AWG wire with insulated "Scotchlok' connectors. G. Make splices required in #16 AWG and smaller wire with insulated cdmp•on terminals screw connected to numbered terminal strips, or use approved cable connectors. H. Provide RG-6 coax cable with type "F" connectors for TV cable where shown. 2.03 MISCELLANEOUS MATERIALS: A. Where required, use wire lubricating compound suitable for the wire insulation and conduit and that does not harden nor become adhesive. Do not use on wiring for isolated power systems. B. Use plastic tape that is flame retardant and cold and weather resistant equal to Scotch #33. PART 3 - EXECUTION 3.01 INSTALLATION: DEMX ARCHITECTURE WIRES AND CABLES FAYETTEVILLE, AR 26 05 32-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE,ARKANSAS A. Thoroughly clean conduit prior to pulling -in wires. Do not install wire until the raceway can be maintained in a dry condition. B. Use non-metallic pulling ropes attached to the conductors by means of woven basket grips or pulling eyes. Pull all conductors for a conduit run in together in such a manner as to avoid damage to the conductors, insulation, or conduit. C. Neatly trim and nest multiple conductors and cables in boxes and enclosures and hold in place with "tie -wraps." Where conductors terminate in panelboards, arrange conductors to be perpendicular or parallel to circuit breaker line-up. D. Make splices and terminations mechanically and electrically secure. Splices shall only be made in a suitable accessible junction box. E. Where multiple paralleled conductor make -ups are indic e�Q the Drawings for large feeders, the conductors shall be identical in length, gauge, code typnd etc., and shall be terminated exactly alike. O/ END OF SECTION DEMX ARCHITECTURE WIRES AND CABLES FAYETTEVILLE, AR 26 05 32-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS BOXES AND ENCLOSURES SECTION 26 05 33 PART 1-GENERAL fiI a lill li"Tal1111fit1]:1a] A. Junction and pull boxes B. Outlet boxes C. Enclosures 1.02 RELATED WORK: A. Section 26 01 00 General Electrical Requirements B. Section 26 OS 32 Wires and Cables O' C. Section 26 05 51 Supporting Devices D. Section 26 05 53 Electrical Identificati Z 1.03 SUBMITTALS: •V' A. Submit Manufacturer's data 'te Boon sp zt closun. PART 2 - PRODUCTS .(ACj Z Q,v 2.01 JUNCTION AND PULL BO`•(''•`� A. In dry loca' �pde boxe�ode steel with galvanized or baked enamel finish and with bolted or cre attached covers. B. In damp or wet locations, pro Vc metal type FS or FD boxes with gasketed covers. For underground locations, pri azite composition type boxes with watertight gasketed covers. 2.02 OUTLET BOXES: �f A. In dry locations, provide outlet boxes of code gauge galvanized steel. Install concealed outlet boxes so that work is flush with finished surfaces with no gaps. B. In unplastered masonry walls, use 3 1 /2" deep solid or sectional type boxes with square corners. C. For empty conduit system outlets, provide 4" square boxes with single gang adapter ring unless noted otherwise. D. For surface mounted lighting fixtures and equipment, provide 4" octagonal boxes with rings except where smaller boxes are required for fixtures or equipment. E. Provide Hubbell PFBRG boxes for floor outlets. Furnish with flush bronze cover with flip lids or DEMX ARCHITECTURE BOXES AND ENCLOSURES FAYETTEVILLE, AR 26 05 33 -1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS concentric plugs as applicable. Provide type of cover compatible with floor finish. Provide galvanized extension rings, plaster rings, fixture studs, and etc. as required by conditions. G. In damp or wet locations, provide cast metal type FS or FD boxes with gasketed covers and watertight flip lids as required by device. 2.03 ENCLOSURES: A. Provide code gauge steel enclosures with baked enamel finish as manufactured by Hoffman to facilitate the installation of multiple components such as small motor starters, contactors, equipment controls, and etc. B. Furnish with hinged door and captive fasteners. J.VI IIVJINLLHIIVIV: ^� 'A A. Properly size boxes in accordance with the NE t a ommodate the number and size of conductors and conduits entering the boxes. ^^ ``� on,• B. Size enclosures to adequately accomrrLogat § eq�t with �eRor wiring and maintenance. C. Provide junction or pull boxes to fa t``e pull 'n� licin o c�Uc ors so that no one conduit run will exceed the allowable bennd�p 3 �. D. Outlet boxes installed in stpppp����l��-�tua�I slab II a over depth to avoid bends in conduit from the center plane of the[[ V` E. All boxes sha I be �ssible t t�. P pproved access panels where required to maintain accessit F. Close any nu knockouts or opeP"59 in boxes or enclosures with suitable caps or covers. G. _ Wall switch boxes for room li%a other devices shall be installed within 8 inches of door jamb except by special permissi n.. ` END OF SECTION DEMX ARCHITECTURE BOXES AND ENCLOSURES FAYETTEVILLE, AR 26 05 33 -2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS WIRING DEVICES SECTION 26 05 34 PART 1-GENERAL 1.01 WORK INCLUDED: A. Wall switches B. Receptacles C. Cover plates D. Power poles E. Lighting controls 1.02 RELATED WORK: O' A. Section 26 01 00 General Electrical Require is n- B. Section 26 05 32 Wires and Cables `/l�Z eJ C. Section 26 05 51 Supporting Dgg D. Section 26 OS 53 Electrical IqniNn 1.03 SUBMITTALS: (��r• ((((((����n` ` A. Submit ManufacturM�d'vsheekCa//h�typ�f evice proposed for use. PART 2 - PRODUCTS: ` 2.01 WALL SWITCHES: GO A. Provide single pole, doubleway, four way, pilot light, and etc., toggle or key operated as indicated on the Drawings B. Fumish switches of the mechanically silent type rated for 120/277 volts, 20 amperes, with fluorescent or incandescent loads. Use high capacity silver alloy for switch contacts. C. The color of switch handles shall be as directed by the Architect. D. Furnish switches equal to Hubbell Specification Grade Series HBL122 switches with screw terminals and an approved grounding device. 2.02 RECEPTACLES: A. See the schedule on the plans. B. For ground fault circuit interrupter (GFCI) receptacles, see the plans. DEMX ARCHITECTURE WIRING DEVICES FAYETTEVILLE, AR 26 05 34-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS C. The color of receptacle face plates shall be as directed by the Architect unless shown otherwise. Furnish emergency power receptacles with red face plates. 2.03 COVER PLATES: A. For outdoor or other wet location receptacles subject to long term or permanent continuous unattended use, provide weatherproof enclosure, the integrity of which is not compromised when the attachment plug is inserted, per NEC 410-57 (b). Cover shall be equal to Carton E9U Series. PART 3 - EXECUTION Ir IMsI►1,91/_14It111[41P. A. Adjust switches and receptacles to mount flush and pluD( B. Provide cover plates that fit the devices securely aromp etely cover wall openings. Properly fill and patch oversized wall openings. For outdoor//�� cles, provide covers with orientation to match receptacle installation, i.e., vertical cower ertical receptacles and horizontal covers for horizontal receptacles. ` YY C. Property identify red emergency powe ' aclas astic n tes or directly engraved in the red cover plate. Identify with tl EME G Y" aj nelboard and circuit number' supplying them. O` •` `L C. For outlets of empty condu' ysS 2 su�lepho}}� `vision, computer terminals, and etc., provide cover plates corn with nd a r inedor to be installed. Provide blank cover plates on all unus�� END OF SECTION �� ^ Cj DEMX ARCHITECTURE WIRING DEVICES FAYETTEVILLE, AR 26 05 34-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS ELECTRIC SNOW MELT SYSTEM SECTION 26 05 22 PART1 GENERAL 1.01 REQUIREMENTS: A. Furnish and install a complete UL Listed system of heaters and components approved specifically for snow and ice melting. Heating cable must be suitable for direct burial in concrete or asphalt. The heat tracing system shall conform to ANSI/IEEE and IEEE Standard 515.1-1995 and with Article 427 of the NATIONAL ELECTRIC CODE.. Compliance with manufacturer's installation instructions in its entirety is required. PART2 PRODUCT 2.01 CABLE: A� A. The heating cable and termination coApJ7nts shall be UL Listed specifically as electric de-icing and snow -melting p ent. nn•• B. The heating cable shall be of esistgconstru,pable of being cut to length and terminatedj in field. C. The cable shall provide y�Aeat ne to Obe and ice through asemi- ii conductive polymer h�rI matrix. h eater covered by a Fluoropolymer dielE;c jacket, aed c98 id for grounding purposes and an overall silicon erjacke?ry dde r e ion during installation. D. The heatitSd mush pgwTNutput at elevated temperatures to prevent overheatjwg sy edg �ntally energized during periods above 400-F. Kk E. T(�e h'er shall operate w voltage of (select: 205, 220, 240 or 277) Vac writ the use of trarlsfjaNers. Voltage rating of the dielectric insulation shall be 600 Vac. �� F. Power connection ar end seal terminations shall be made in junction boxes as described under Part 6, Installation. G. Quality assurance test certificates are to accompany each reel of heating cable signed by the manufacturer's Qual- ity Control Officer. Certificates are to indicate cable type, cable rating, voltage rating, test date, batch number, reel number and length of cable, test voltage and test amperage reading. Acceptable products and manufacturers are: DEMX ARCHITECTURE ELECTRIC SNOW MELT SYSTEM FAYETTEVILLE, AR 26 05 22-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS a. SnoTraceTM KSRTM as manufactured by Thermon Manufacturing Company or equal. I. The manufacturer shall demonstrate experience designing and engineering snow and ice melting systems. This experience may be documented with a list of engineered projects with a minimum 500 square feet of heat -traced area. J. Manufacturer's Quality Assurance Program shall be certified to the ISO 9001 Standard. K. Refer to the manufacturer's "Snow Melting Design Guide" for design details, installation requirements, maximum circuit lengths and accessory information. 2.02 CONTROLLER: lei A. Systems with four or more circuits shall utilize jAdicated power distribution and contactor panel provided by the sn lting system manufacturer. Included in each panel will be a main e k , contactor and 30 mA ground -fault branch circuit breakers. The panel clo re will be rated for NEMA 4X service. All panel components shg bb UL and/or CSA cceeytr d. B. Power to the snow melting ci it will be c trolled b r(s$Ie,Ccct: a manual switch, an ambient sensing therm°4at, r an, a is s�ngvi r) designed to control the heating cable loadt9 coils) ntact� 2.03 SYSTEM PERFORMAV46 A. Heatingcabl in 9 B. Systems�.. once sha be bs (mini�u uring the snow meld for cir breaker sizing PART 3 EXECUTION G 3.01 INSTALLATION: MCI plans. ed surface temperatures of 32°F Start-up in cold concrete shall be used A. Heating cable shall be installed directly in concrete within 2" to 4" of the finished surface. B. Installer shall follow manufacturer's installation instructions and design guide for proper installation and layout methods. C. Power connections and end terminations shall be located in NEMA 4X junction boxes (Thermon KSR-JB or UL Listed equivalent). Heating cable located between thejunction boxes and concrete shall be encased in rigid metal conduit (with protective bushings at each end) which ex- tends 12" into the concrete. D. Contractor shall provide and install rigid conduit, fittings, and power wiring from transformer to the circuit breaker panel to the heating circuit power termination boxes and from the automatic controller to the circuit breaker panel. Locate the DEMX ARCHITECTURE ELECTRIC SNOW MELT SYSTEM FAYETTEVILLE, AR 26 05 22-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS automatic snow detector sensor as indicated on systems drawings provided by the manufacturer. E. All installations and terminations must conform to the National Electrical Code and any other applicable national or local code requirements. F. Circuit breakers supplying power to the heat tracing must be equipped with 30 mA minimum ground -fault equipment protection. 5 mA GFCI should not be used as nuisance tripping may result. 3.02 TESTING: A. Heating cable shall be tested with a 2,500 Vdc megohmeter (megger) between the heating cable bus wires and the heating cable metallic braid. While a 2,500 Vdc megger test is recommended, the minimum acceptable level for testing is 1,000 Vdc. This test should be performed a minimum off times: a. Prior to installation while the cable iss�stif�i eel(s). b. After installation of heating cable an, cntnpletion of circuit fabrication kits but rp IOr to concrete or asph t Il rent. c. During the placement of cgnb or asphalt. d. Upon completion of coXr asphcemer B. The minimum acceptable lev for a rpe er eadin egohms, regardless of the circuit 9C. Test should a man a an<anetged y the ction p 9�er for the project and the heating cable rer or Inzed�e c ntative. Results of the megger readings shout corde ub e the construction manager. END OF SECTION 'Q� Cj DEMX ARCHITECTURE ELECTRIC SNOW MELT SYSTEM FAYETTEVILLE, AR 26 05 22-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SUPPORTING DEVICES SECTION 26 05 51 PART 1 - GENERAL 1.01 WORK INCLUDED: A. Anchors B. Hangers and supports C. Plywood backboards D. Concrete bases 1.02 RELATED WORK: O' A. Section 26 01 00 General Electrical Requiremer}t� B. Section 26 05 32 Wires and Cables //�� ` 'V• o, C. Section 26 05 51 Supporting Devices D. Section 26 05 53 Electrical Ident�n�n//�`� 1.03 SUBMITTALS: forarity �J A. Submit for approval Co LYdr s sh n irshape and dimensions of plywood backboards and coap�@t ases she and coordination with other trades. PART 2 - PRODUCTS: /L�\J 2.01 ANCHORS: �O v♦` ��(V7 A. Size anchors for minimum �{a �Oc r of two times recommended load. Use only corrosion resistant materials. B. In new concrete, use malleable iron inserts set prior to pouring concrete. C. In existing concrete or solid masonry, use Phillips "Redhead" expansion shields or Elcen self -drilling expansion shields. Use power driven fasteners only for light loads and with specific approval. D. In hollow masonry, use steel toggle bolts. E. On structural steel, use approved beam clamps or direct weld. F. In wood, use wood screws or lag screws or through -bolt with nuts and washers. G. In sheet metal, use self tapping sheet metal screws or machine bolts with washers and nuts. H. In bar joists, use threaded hanger rod between bottom angles secured with washers and nuts. DEMX ARCHITECTURE SUPPORTING DEVICES FAYETTEVILLE, AR 26 05 51-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS I'�rP�.0M11 4;RT-1i1111I0Yn11=91:tM A. For multiple conduit runs, use trapeze hangers consisting of P-1000 "Unistrut" channels with pipe clamps and steel hanger rods where suspended. Anchor "Unistrut" to wall where multiple runs are wall mounted. B. Support individual conduits with malleable iron one -hole conduit clamps, steel two -hole pipe straps, or split ring steel conduit clamps. Wire, perforated iron strap, or steel one -hole clamps will not be acceptable. C. For free standing boxes and enclosures, provide steel angle frame constructed to prevent any strain on conduits entering box. D. Support conduit through floors with steel riser clamps. ������4 E. Support conduit on flat roofs with 4"x4"xT redw ks with steel straps loosely clamped to conduit, or a pipe supporting assembly appro``vve a roofing manufacturer. F. Support outlet boxes occurring in lay -in i✓th proved bar h�rs clamped to ceiling grid to prevent any weight from bearing on cef \� �j� G. Where hospital grade receptaclles�(�gulti-g-/g ilfetCbo�cdr\in]J�metal stud walls, provide '.caddy bar' hanger spanned bl studs ach o x securely bolted to bar hanger. Single outlet boxes may be gtta d tot stud yal , proved spring steel brackets. H. Support lighting fixture 11her a nt Igca�in(lafy-in ceilings with #12 gauge galvanized steel hanger wire aga�h9d'toi���z III ccorrr_ep`s�oJf fixture. I. Support condu vertical�Sc� aystii};$proved split -wedge type cable supports. Support multiple s with approDDed ca�c ps and "tie -wraps." J. Where caIle )foronthedrawin vide communications cable supports equal to B-line 4" cable hooks with quick latch retalw* WIMaWAT0i19191 T_Ta31i7_1V91.3 A. Use softwood plywood conforming to PS-1 of the American Plywood Association for the intended application. Generally, provide 3/4" thickness for backboards. 2.04 CONCRETE BASES: A. Provide concrete bases for floor mounted equipment indicated on the Drawings and all exterior equipment mounted on grade. Use proper cementisand mix to achieve strength of 3000 psi after 28 days. B. Provide steel reinforcing bars as required and provide proper ties and support during pouring. C. Provide properly sized anchor bolts held in position with templates. Where anchor bolts cannot be held in sufficient alignment, provide adjustable bolts in pipe sleeves. DEMX ARCHITECTURE SUPPORTING DEVICES FAYETTEVILLE, AR 26 05 51-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS PART 3 - EXECUTION 3.01 INSTALLATION: A. Install anchors in accordance with manufacturer's recommendations but sized to accommodate at least twice the actual load. Oversized holes that may weaken the installation will not be acceptable. B. Support all boxes and equipment enclosures directly by the building structure independently of the conduit. C. Support conduit independently by the building structure at intervals complying with the NEC. Do not support conduit from piping, ductwork, or suspended ceiling hangers. D. Support conduit without sagging to provide drainage of condensation. E. Permanently and securely support conduit, boxes, and enclosures before installing any wiring. F. Provide plywood backboards for all equipment mountedia$onry or concrete walls. Provide backboards for any type wall for installation of multiple n osures or products such as contactors, timers, motor starters, automatic controls, telepho quip ent, and etc. Generally, size backboards to accommodate the equipment plu order on all sides. G. Establish sizes of concrete bases required tmodate equipment. Generally, make bases extend 3" larger than equipment on all sjq*XWor tUouring on exi� slab, set steel re -bar dowels in holes drilled in existing slab f er ancba . Atall near each comer and at other intervals not to exceed 24 inchgs. wel Mn$gd rub Form edges with 3/4" chamfer. ` END OF SECTION Gco CG DEMX ARCHITECTURE SUPPORTING DEVICES FAYETTEVILLE, AR 26 05 51-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS ELECTRICAL IDENTIFICATION SECTION 26 05 53 PART 1 - GENERAL 1.01 WORK INCLUDED: A. Equipment nameplates B. Name tags C. Circuit directories D. Utility marker tape E. Self -adhering labels O' F. Wire markers ^ 1.02 RELATED WORK: �' IV• //��.` A A. Section 26 01 00 General Electrical �apytr�rAents � (�{(J 1.03 SUBMITTALS:O ��//`+ ((`��L�v, A. Submit for approval, Manufogture s data on eeASnufactured identifying device. B. Submit for approval, a Idle of rate�Qaffixed to each item. 1.04 QUALITY ASSURANCE: ���(Vl PV ��]�,)� A. Approvedprar (�turers are S�ton`aBrdBy. V PART2-PRODUCTS Ci�� 2.01 NAMEPLATES: A. Identify each major component and controller (except light switches) as it is named on the Drawings with engraved nameplates made from laminated plastic sheets equal to Seton Style 2060. 1. Furnish with white letters on black background except for other color coded requirements. 2. Provide appropriate size nameplates with information easily readable. Generally, furnish 3/4" high nameplates with 3/8" letters for major equipment such as switchboards, panelboards, transformers; and 1/2" high nameplates with 1/4" letters for minor equipment such as disconnect switches, contactors, starters, emergency power receptacles and etc. B. Identify entry location of each underground utility by providing an engraved brass nameplate equal to Seton Style EBS permanently attached on the outside wall directly above conduit where it enters building. 1. Furnish 1" high nameplate of .025" or greater thickness. 2. Indicate the type of utility such as "electric service entrance" or "telephone service entrance:' DEMX ARCHITECTURE ELECTRICAL IDENTIFICATION FAYETTEVILLE, AR 26 05 53-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 2.02 NAMETAGS: A. Identify each outlet box of empty conduit system by affixing a write -on vinyl name tag equal to Seton Style PTOB to each end of pull wire installed in each conduit. Indicate purpose of empty outlet box such as "telephone" with location of pull wire termination such as "main terminal board" B. Identify conductors terminated in junction box or outlet box intended for future connection. Provide write -on vinyl name tags indicating panelboard and circuit number or location of source. 2.03 CIRCUIT DIRECTORIES: A. Fill out circuit directory cards for cardholder slots inside panelboard doors. Provide typewritten directory indicating function and location served for each circuit used. B. Identify undesignated spare circuit breakers by writing the vard "spare" in soft pencil in the blank for that circuit number. Leave blank the description line for ' Iled circuit breakers (spaces). C. Identify circuits feeding battery backup emergent^ygxrt li hting fixtures. 2.04 UTILITY MARKER TAPE: `^• 1vv A. For all conduit or direct burial cable inst e�ergr and and outsi ( building, provide continuous plastic tape directly above underground es. ���v+ B. Provide orange or red tape with&ling l�regu, nt@Arals equal to Seton No. 210 Series. ((�� C. For multiple underground V t runsede tyqr( of marking tape; one over each outside conduit. ���/� �^ 2.05 LABELSV`��` A. Identify a ,j�ion box and ConduijexpBSed in equipment rooms or accessible above lay -in ceilings o e nd access doors wi anent self -adhering orange labels equal to Seton "Opti-Code. `I B. Indicate voltage class suc as 120/208 volts" or the type of signal cable installed therein such as "telephone." 2.06 WIRE MARKERS: A. Provide permanent self-adhesive wire markers on each conductor in panelboards or other equipment enclosures. B. Indicate the circuit number or terminal number to which the wire is connected. PART 3 - EXECUTION 3.01 INSTALLATION: A. Attach nameplates with approved adhesive on plastic surfaces and factory baked enameled surfaces only. Attach nameplates with proper screws on all other surfaces. DEMX ARCHITECTURE ELECTRICAL IDENTIFICATION FAYETTEVILLE, AR 26 05 53-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS B. Where shown, identify emergency system receptacles as to panelboard and circuit number supplying them. C. Install nameplates identifying utility service entrance 6" above finished grade. D. Attach name tags to pull wires or conductors with nylon cord or other approved method. E. Install typewritten circuit directories in appropriate card slots. F. Install continuous strip of utility marker tape 12" above conduit or direct burial cable it is identifying. Do not backfill to grade until tape installation is approved. G. Install identifying labels on conduit where it enters or leaves a wall or floor and at other intervals not to exceed 20 feet. H. Install wire markers so that information is easily visible. w D( O' END OF SECTION �o Cj Go P � G�� DEMX ARCHITECTURE ELECTRICAL IDENTIFICATION FAYETTEVILLE, AR 26 05 53-3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS DISCONNECT SWITCHES SECTION 26 18 13 PART 1-GENERAL 1.01 WORK INCLUDED: A. Fused and non -fused disconnect switches 1.02 RELATED WORK: A. Section 26 01 00 General Electrical Requirements B. Section 26 05 32 Wires and Cables C. Section 26 05 51 Supporting Devices ^OI D. Section 26 05 53 Electrical Identification 1. 1.03 SUBMITTALS: A. Submit Manufacturers data sheets qp e typed onnecproposed for use. PART 2 -PRODUCTS 2.01 DISCONNECT SWITCHES: n, A. For applications re �0-1-120 ereSr or for any two or three pole application, provide NEMA type "H�Ps du �$�_isconnects with enclosures suitable for the applications, sNEMAr utd8e(ir)s allations. 1. vi interlock to preve operating with switch in "ON" position. 2. Furnish with groundin 3. Provide for padloc ' in "OFF" position. 4. Furnish with termi als listed for 75'C wires. 5. Provide Class R, J, fuse provisions as applicable for fusible switches. Provide feature to reject Class H fuses. 6. Furnish with factory baked enamel finish. B. For fractional horsepower 120 volt motors with integral overload protection, as well as other 120 volt equipment protected at 20 amperes or less, use specification grade single pole switch in outlet box with minimum ratings as follows: 1. Horsepower rated for one horsepower 2. 120/277 AC volts 3. 20 amperes PART 3-EXECUTION 3.01 INSTALLATION: DEMX ARCHITECTURE DISCONNECT SWITCHES FAYETTEVILLE, AR 26 18 13 -1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS A. Provide disconnect switch for each fixed appliance or motor load indicated on the Drawings or required by the NEC. Install switch in sight of and within 50 feet maximum of equipment it serves. B. Install 20 ampere rated switches with center 4 feet above floor. END OF SECTION DEMX ARCHITECTURE DISCONNECT SWITCHES FAYETTEVILLE, AR 26 18 13 -2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS CIRCUIT BREAKER DISTRIBUTION PANELS SECTION 26 24 13 PART 1 - GENERAL 1.01 WORK INCLUDED: A. Distribution panelboards rated 225 through 1200 amperes. B. Circuit breakers and accessories. 1.02 RELATED WORK A. Section 26 01 00 Electrical Requirements �D( B. Section 26 OS 51 Supporting Devices /�O' C. Section 26 05 53 Electrical Identification • � D. Section 26 05 26 Grounding 4.6 P Z 1.03 SUBMITTALS: A� A. Submit Manufacturer's data sh% N each and ' h type of circuit breaker proposed for use. Submit schedule of en�gfav name and and circuit directories. 1.04 QUALITY ASSURANCE: AVM• Qf` - �[ A. Approved Manufa ar rr ' *n G.E and Cutler -Hammer for comparable and competitive pr es as�le. s to existing panelboards shall be made with circuit breakers �ptl cc sones fro the sarlle���nnnnufacturer as the existing panelboard. V ♦� PART2-PRODUCTS 2.01 PANELBOARDS: Cj�" A. Fumish with distributed phase sequence type bussing with approved plating. Provide circuit breaker connections as scheduled on the Drawings. B. Furnish with wiring terminals UL listed for 75°C and for copper wire. C. Enclose bus assembly in galvanized steel cabinet of required gauge and gutter sizes. D. Provide "dead front' construction of code gauge steel with flush doors, concealed hinges, and flush cylinder tumbler -type locks. Key all panelboard locks in the building alike and also key like any existing panelboards where possible. E. Provide fronts of same size as the cabinets. DEMX ARCHITECTURE CIRCUIT BREAKER DISTRIBUTION PANELS FAYETTEVILLE, AR 26 24 13-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS Provide solid neutral terminal block that is isolated from the cabinet unless used for a service entrance panelboard. G. Provide a grounding terminal block that is bonded to the cabinet plus an additional isolated block if used for an isolated grounded panelboard. H. Furnish panelboards with either a main circuit breaker (MCB) or main lugs only (MLO) as scheduled on the Drawings. I. Provide molded case circuit breakers of quick -make, quick -break, thermal -magnetic type with trip indication and common trip on all multi -pole breakers. J. Provide UL listed HACR type circuit breakers for HVAC equipment marked for use with HACR type circuit breakers. AwJ( K. Where shown, provide shunt trip type circuit breakers vvltr lcdl Clearing contacts and auxiliary relays as required. ��'' L. Rate each panelboard in accordance with UL Stanp�67 for the integrated equipment short circuit rating indicated on the panel schedules. Whk MLA is provided, each branch breaker shall have the required interrupting capacity (AIC). MC bj)e provided with lowFai ted AIC branch breakers as long as the UL recognized and tested tions seriested interrupting ratings meet the required integrated equipment shit rat' g i icated yc�el schedules. M. Panelboards shall be equal t3� ®r type with ci�8reaker types compatible with mounting arrangement, trip/' �tininterr appaccigy etc. PART 3 -EXECUTION 3.01 INSTALLATION: A. Where floor moLoC ,, mountP and ncrete housekeeping pad. B. Support a d i Qify as specified iK ICY ed Work", Paragraph 1.02 contained herein. END OF SECTION ��_ ` DEMX ARCHITECTURE CIRCUIT BREAKER DISTRIBUTION PANELS FAYETTEVILLE, AR 26 24 13-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS LIGHTING SECTION 26 50 00 PART 1 - GENERAL 1.01 WORK INCLUDED: A. Work under this section includes furnishing and installing the following: 1. Exterior lighting fixtures with lamps, ballasts, accessories and mounting hardware. 2. Exterior fixture poles including mast arms, brackets, anchor bolts, concrete bases, accessories and mounting hardware. B. The term "fixture" in this section shall pertain to lighting fi^xtulLes or luminaires. 1.02 RELATED WORK: ' OA. Section 26 01 00 General Electrical Requiremer� B. Section 26 05 31 Raceways � C. Section 26 05 32 Wires and Cables t/�` /�(�e) D. Section 26 OS 51 Supporting D je��(o��r E//Ir rLr+yst rr�Ltb6 1.03 SUBMITTALS: A. Submit manufacturer's t data onea fixture scheduled, arranged in order of fixture designation compleV* a fol 1. Docr �N fixture� g� ions, materials, finishes and verification of indicated ps. State total Conn ed Aure watts and power factor. 2. manufacturer and including electrical and energy efficiency data. 3. Lanufacturer art ;net number with ANSI code including rated watts, lumens, lamp life and color temp 4. Photometric data f fi e assembly with lamp/ballast combination as specified. B. Submit schedule of extra materials as required in paragraph 1.06 below including quantities of each type to be furnished to the owner upon substantial completion. 1.04 QUALITY ASSURANCE: A. All fixtures shall be listed and labeled as defined in article 100 of the NEC by a testing agency acceptable to the authorities having jurisdiction and marked for its intended use. Fixtures installed in damp or wet locations shall be listed and labeled as such. B. The manufacturer shall have a qualified responsive service organization with a proven record of successful in-service performance and contractor support during installation and warranty period. f1r1.1 �Ii a*]TOIRLTI-IO t DEMX ARCHITECTURE LIGHTING FAYETTEVILLE, AR 26 50 00 -1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS A. Submit a warranty, mutually executed by manufacturer and installer agreeing to replace defective materials or workmanship within five (5) years from date of substantial completion for the items specified below. This warranty is in addition to, and not a limitation of other rights and remedies the owner may have under the Contract Documents. 1. Electronic drivers or ballasts 2. Rechargeable batteries 3. Metal parts exhibiting corrosion 4. Metal or plastic parts exhibiting color fading, staining, cracking or peeling. B. Replace any and all lamps, ballasts and fuses that fail within twelve (12) months from date of substantial completion. This is in addition to the stock of "Extra Materials" described below. 1.06 EXTRA MATERIALS A. Furnish and deliver to the Owner extra materials matchi t�Qns[alled products as described below, packaged for storage and properly labeled describing cor nts. Furnish at least one of each type and rating. I CO 1. Lamps: 5 for each 100 of each type and riitjpg installed. 2. Ballasts: 1 for each 100 of each typd ting installed. 3. Glass or plastic lenses and covs+,Z ea 100 of each hand rating installed. PART 2-PRODUCTS 2.01 FIXTURES AND COMPONENTS: A. Comply with the following IOCStandardpp'appli 1. UL 8750*L-q4,t�iVnJg F'2. UL 1572ten ' ry�S�g Fixtures 3. UL 15es g tind'ffliir�s 4. U1r45��Track Lighti _System_ sV B. Fixtures sh—afbe furnished withJ44kounting and suspension accessories, brackets, covers and hardware for a complete op tallation in the intended location and mounting configuration. C. Metal parts shall be corrosi esistant and shall be rigidly formed and supported to prevent warping and sagging. D. Doors, frames and other access trim shall be smooth operating, free of light leaks and capable of relamping without tools. 1. Use resilient non -hardening gaskets to seal damp or wet location fixture doors or to prevent light leaks. E. Sheet metal surfaces required to be painted shall be painted after fabrication using non -yellowing, non -fading paint. Reflecting surfaces shall have minimum reflectance values as follows: 1. White surfaces: 90 percent 2. Specular surfaces: 95 percent 3. Diffusing specular surfaces: 85 percent . DEMX ARCHITECTURE LIGHTING FAYETTEVILLE, AR 26 50 00 -2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS Lenses, diffusers, covers and globes shall be 100 percent virgin acrylic plastic or annealed crystal glass. 1. Plastic diffusers shall be highly resistant to yellowing or other changes due to aging, exposure to heat and ultra -violet radiation. 2. Nominal lens thickness for Fluorescent troffers shall be .125" minimum. G. Indirect fixtures shall be designed for uniform brightness on the ceiling and free from "hot spots" when installed in accordance with manufacturer's recommendations. Optical efficiency of indirect fixtures shall be 85 percent or greater. H. Wiring and connectors within the fixture shall have insulation suitable for the voltage, current and temperature to which it will be subjected. Lamp sockets shall comply with UL 542. 2.02 LED LIGHT FIXTURES: A'IK A. General requirements shall include the following, e 1. Comply with UL 8750, LED LIGHT Fl, S. 2.03 HIGH INTENSITY DISCHARGE (H.I.D.) LAMP so S: P le) A. General requirements shall inG dfolloZc k)Atype 1. Comply with UL 10�$Hi h Intehar p Ballasts. 2. Magnetic constan `liege au sfor r or regulator, high power factor type unless schedul�erwis dr� . If pulse start type is scheduled, it shall specficall t hela plieV 3. Contain s. 4. Open it peratio� t r �verage life. 5. Aeration in it r vironments from -200 F to 1300 F. 6. we factor of greater th 66ercent. 7. Universal voltage taps d adapt to the available voltage. 8. Sound rating "A" fo xtures and "A or B" for exterior fixtures. B. Auxiliary, instant -on quartz eem, where scheduled on the drawings, shall have the following features: 1. Automatically switch quartz lamp on when fixture is initially energized and after momentary power outages occur. 2. Automatically turn off quartz lamp when lamp reaches approximately 60 percent full light output. 3. Power for quartz lamp shall be supplied from ballast assembly regardless of ballast rated input voltage so that separate auxiliary power circuit is not required. C. Instant restrike device, where scheduled on the drawings, shall maintain ignitor with a self-contained rechargeable battery as specified above for instant restarting after power outage. 2.04 LAMPS: A. General requirements include the flowing: DEMX ARCHITECTURE LIGHTING FAYETTEVILLE, AR 26 50 00 -3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 1. Comply with ANSI Standard C78 series applicable to each type of lamp. 2. Comply with Energy Codes including current revisions. 3. Lamps of specified type shall be the product of a single manufacturer. 4. All lamps used in same area shall have similar color temperature unless scheduled otherwise on the drawings. 2.05 POLES: A. General requirements are as follows: 1. Comply with AASHTO LTS-1, Standard Specifications for Structural Supports for Highway Signs, Luminaries and Traffic Signals. 2. Steel poles, when scheduled, shall comply with tKA500, Grade B, carbon steel with minimum yield of 46,000 psi. 3. Aluminum poles, where scheduled, shall c Iq th ASTM B 429, Standard Specifications of Aluminum -Alloy Extruded Structural P' Tube. Use 6063-T6 alloy for poles 16' or less. Use 5052-H34 alloy conformin t M 13209 for poles over 16'. 4. Design for wind load strength of 80 a d 1.3 gust factor for total support assembly including pole, base, anchors, d a urtenancesaj7p indicated heights above grade without undue deflectio Aping. vJ 5. Provide internal w reway an un group ca le entry/ 6. Provide access hand holr pole (J 7. Provide threaded grou� ug orSr acce rough hand hole. 8. Arm, brackets and tVonlnount Is sh the poles. 9. Provide factory a�DOAe?Y finish edul� c for selected by Architect. B. Provide concrete fqt afidnnss tojctej:�o entire e/fixture assembly under design wind load. 1. Use 3 28-dacomplying with Division 3 Section "Cast -in -Place Cyr of these sp S. 2. with details and turer's recommendations for steel reinforcing, anchor bolts, har are and grout. 3. Provide smooth finjgq.a,c amfered edges on exposed part of foundations. PART 3 - EXECUTION V` 3.01 INSTALLATION: A. The Contractor shall study the finished conditions. 1. Furnish fixtures compatible with the type of ceiling or wall in which they are to be installed including all required mounting accessories. 2. Relocate any fixture which, after installation, is found to interfere with other equipment or is otherwise located to conflict with proper performance or maintenance as intended. 3. Inspect each installed fixture for damage. Replace damaged fixtures and components. 4. Install lamps in each fixture. Verify normal operation in all modes. B. Support and connect fixtures per manufacturer's recommendations. DEMX ARCHITECTURE LIGHTING FAYETTEVILLE, AR 26 50 00 -4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 1. Final wiring connections to fixtures located in lay -in ceilings shall be through Flexible Metal Conduit (FMC) or MC cable whips. 2. All light fixtures and lamps shall be LED type unless indicated otherwise on the plans. 3. Recessed fixtures installed in lay -in ceiling panels shall be provided with bar hangers attached to the T-bar grid and supported with a minimum of two #12 AWG galvanized steel hanger wires and shall support fixture with no force on the ceiling panels. 4. Trim rings shall completely cover openings in ceilings. 5. Exposed sides of surface mounted fixtures shall have no visible knock -out indentations. 6. Support suspended fixtures with stem hangers, rods or aircraft cable per manufacturer's details. Where pendants are longer than 48°, brace to limit sway. 3.02 CLEANING AND ADJUSTING: A. Upon completion of the work, thoroughly clean and polish all fixtures inside and out, and clean all lamps. Use methods and materials recommended by the anufacturer. Adjustable fixtures shall be carefully aimed and positioned in the presence of the AOr it� ' END OF SECTION � I Q' G Ci DEMX ARCHITECTURE LIGHTING FAYETTEVILLE, AR 26 50 00 -5 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 32 1400 — UNIT PAVING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification sections, apply to this section. B. Comply with most current edition of the Northwestern University Design Standards. 1.2 SUMMARY ,wY A. Provide all labor, materials and equipment as necessary plete all work as indicated on the Drawings and specified herein. O' B. This Section includes: 1. Brick pavers. 2. Prepared subgrade. v 3. Subbase. 4. Sand leveling course. 5. Fabric layer. 1.3 SUBMITTALS A. Furnish Samples, ma 1 er's tvdataIb,t reports, and materials certifications for concrete avers. .(� B. Submit physical(6ipi�ples and in appro m architect of concrete paver colors prior to ordering. C d\�� Cam.1.4 WARRANTY JA. Contractor agrees that by aance of this work and in consideration thereof, and for each of the Subcontractors, binds them to the guarantees and warranties called for. Work to be free from defective workmanship for 2 years after the date of final acceptance. B. Warranty shall include filling of paver joints 1 year after installation at no additional cost. C. If within warranty period, it is found that the warranted work needs to be repaired or changed because of the use of defective materials, equipment, or inferior workmanship, or work not in accordance with the terms of the Agreement, the Contractor, upon notification, shall promptly and without additional expense to the Owner: 1. Place such warranted work in a satisfactory condition. 2. Repair or replace damage to the Project, or contents thereof, which is a result of such unsatisfactory warranted work. 3. Repair or replace work, materials, and equipment that are disturbed in fulfilling the warranty, including disturbed work, materials, and equipment that may have been warranted under another Contract. DEMX ARCHITECTURE UNIT PAVING FAYETTEVILLE. AR 32 1400 - 2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS D. Should the Contractor fail to proceed promptly in accordance with the warranty, the Owner may have such work performed at the expense of the Contractor and sureties. E. Contractor shall execute and deliver to the Owner, before final payment, a written warranty subject to the stipulations and provisions above. PART 2 - PRODUCTS 2.1 CONCRETE PAVERS A. General: Provide Hanover® Prest® pavers, in colors where indicated on Drawings. Colors will be subject to architect's approval. Units are made from Portland cement, fine and coarse aggregates. These high density, hydraulically pressed concrete paving units, are manufactured to (+/-) 1/16" tolerances. Each brick is uniform in size, ermith easy installation of any paving pattern. "/�\ 1. Hanover® Prest® Paver, 24 x 48, Chesapea 9Ne2tion, Matrix #M3379, Ground finish, Square edge (non -beveled); Use as indica n rawings. 2. Hanover® Presto paver, 24 x 48, Matrix # , Ground finish, Square edge (non - beveled); Use as indicated on drawing B. Physical Requirements and Tests: ,[t/�` (,e) 1. Compressive Strength: f�oo&f'lth/ar� 0 `average of 5 brick, with no individual unit having a st of les t 7,00 V`C�J• 2. Cold Watehaving Absoran abs tiopef g of 8�verage of 5 brick, with no individual unit havin an abs of r han 1 3. Saturation Co ftr (Max' Shal t ceed 0.78 for an average of 5 brick, with no individual avi a ci t eater that 0.80. Saturation coefficient is the ratio of on by r sd ion in room temperature water to that after 5 hours b ersion in b ilina wate . 4. Warpl a Tiall not exceed 1 603ch for each 6 inches of brick length when measured in acco7ffance with ASTM%944ection 12. 5. Efflorescence: When sted in accordance with Section 10 of Methods C67, the rating for efflorescen e s�l not be more than "slightly effloresced." 6. Abrasion Requirement . he Abrasion Index for brick paver units shall not exceed 0.11. The Volume Abrasion Loss (CM;/CM5) shall not exceed 1.7. 7. Chippage: Maximum permissible extent of chippage from edges shall be 1/4-inch; from corners shall be 3/8-inch. The aggregate length of chips on a single unit shall not exceed 10% of the perimeter of the exposed face of the brick. 8. Dimensional Tolerances: Brick pavers shall conform to ASTM grade PX. Brick to be selected will be approximately 2-1/4-inch x 4-inch x 8-inch. 2.2 SUBBASE A. Base Course: 6-inch thick concrete paving as specified in Division 32 Section "Concrete Paving." B. Leveling Course: Clean, coarse, concrete sand (not mason sand), with the following gradation limits: 1. Sieve Size: 3/4-inch; Percent Passing: 100. DEMX ARCHITECTURE UNIT PAVING FAYETTEVILLE, AR 32 1400 - 3 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 2.3 A. 2.4 A. 2.5 A. 2. Sieve Size: 4-inch; Percent Passing: 90 to 100. 3. Sieve Size: 8-inch; Percent Passing: 80 to 95. 4. Sieve Size: 16-inch; Percent Passing: 55 to85. 5. Sieve Size: 50-inch; Percent Passing: 10 to35. 6. Sieve Size: 200-inch; Percent Passing: 0 to 5. SEPARATOR FABRIC AMOCO Landscape Fabric; or approved equal. JOINT SAND Polymeric Locking Joint Sand Color: Architect to select from manufacturer's standard rrar&Submit samples. Joint sand shall be placed only when completely dry. EDGE RESTRAINTS Aluminum PART 3 - EXECUTION 3.1 PLACEMENT A. General Summary: bituminous setting amplitude plate vit brick pavers until a O' eo rete p on a�@ of sand conforming to ASTM C 33 or a sits stalle n send bed, vibrate with a high frequency, low u s n to compact. Fill joints with sand and vibrate tel Remove excess sand. B. Leveling Co rs Spread evenly ov �ef�rete base to be paved and screed to a level that will produce the Quired finished e n when the brick pavers have been placed and vibrated. Careful attention to be give soils and drainage conditions, type of expected traffic, and municipal requirement C. Separator Fabric: Secure over concrete base drainage openings, as well as over leveling course. Locate to minimize seams, where seams are necessary, and overlap fabric 6-inch minimum. D. Brick Pavers: 1. Lay in the pattern indicated on Drawings; joints between units shall not exceed 1/8-inch. Brick shall be cut to a straight, even surface without cracks or chips. To minimize need for small brick segments, review brick layout with landscape architect. Brick row alignments shall be uniform and straight. 2. Vibrate to final level by 2 or 3 passes of a vibrating plate compactor. After the first vibration, joint sand shall be swept into joints. To avoid scratching, do not pass vibrating plate over brick with sand on the surface. Execute additional passes of the plate vibrator. Sweep fill the joints again if necessary to completely fill joints. Surplus material shall then be swept from the surfaces and the entire site left clean. The finished surface shall be true to grade and shall not vary by more than 1/4-inch when tested with a 10- DEMX ARCHITECTURE FAYETTEVILLE, AR UNIT PAVING 32 1400 - 4 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS foot board at any location on the surface. E. Install joint sand the full depth of the joints and as indicated in the manufacturer's specifications. 1. Water the pavers in a manner that will activate the polymeric binder without washing the sand away. END OF SECTION 32 1400 DEMX ARCHITECTURE UNIT PAVING FAYETTEVILLE, AR 32 1400 - 5 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS SECTION 32 39 13.15 METAL ACCESS CONTROL BOLLARDS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Retractable bollard set 2. Accessories 1.2 REFERENCE STANDARDS A. ASTM A36 — Standard Specification for Carbon Structural Steel. B. ASTM A312 — Standard Specification for Seamlesed, and Heavily Cold Worked Austenitic Stainless Steel Pipes. C. ASTM A500 — Standard Specification for Co dPrrmed Welded and Seamless Carbon Steel Structural Tubing in Rounds andS, es. D. ASTM A536 —Standard Specifica�ti(o� DVVuct�ile�o f Cas i qk E. ASTM B26 —Standard Speci ®i i1 for A 1+Um- and Castings. 1.3 SUBMITTALS N. A. Product Data: Proveach boll, component, finish, and accessory specified. 4N `*' N IINV B. Color of Coll C. E. Settin other colors for selection.] [Submit sample touts required for work specified in Maintenance Data: Submit manufacturer's field touch-up, cleaning, and maintenance instructions. Warranty Documentation: Submit sample of manufacturer's warranty. 1.4 QUALITY ASSURANCE A. Comply with Section 01 40 00 — Quality Requirements. 1.5 DELIVERY, STORAGE AND HANDLING A. Protect bollards and accessories during delivery, storage, and handling. DEMX ARCHITECTURE METAL ACCESS CONTROL BOLLARDS FAYETTEVILLE, AR 32 29 13.15-1 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 1.6 WARRANTY A. Provide manufacturer's standard warranty against defects in materials and workmanship. 1. Warranty Period: Five years from date of invoice, except as otherwise indicated. a. Coatings: Two years, against peeling, cracking, or significant color change. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Manufacturer: Reliance Foundry Co. Ltd. 1. Phone:604-547-0460 or1-877-789-3245 2. Fax:604-590-8875 3. Website: http://www.reliance-foundrv.com/bo'K I 4. Email: info(@reliance-foundry.com B. Substitutions: Comply with provisions of � 01 25 00 "Substitution Procedures" 2.2 RETRACTABLE BOLLARD SET A. Bollard [Designer's Designation 1. Model: Reliance Foundr ; 72 Ai r- ' ble Ba Assembly and R9472R Retractabl and Ai Sr G`\ 2. Height: 35-1/2 inch 0.2 c 3. Diameter: 4-1/2 pk� 11. ody�(3/4 inches (22 cm) base 4. Wei ht:251b t� k ` 9 � 9) 5. Desi(n: Ret o �r� V6. Reflectiv None, o 7. Han nless Steel. �w 8. Lock. nded and lower J 9. Material: Stainless Ste�J� a. Pipe: ASTM 4 a e TP 316. b. Plate: ASTM Ava, GradeTP 316. 10. Country of Origin: China. 11. Installation: a. Retractable, Existing Concrete: 1) Receiver 2) Locking: In raised position. 3) Footing: 3000 psi minimum concrete or mortar. 4) Fill: Aggregate. 2.3 ACCESSORIES A. Padlock: standard, supplied by bollard manufacturer. Key alike. PART 3 - EXECUTION DEMX ARCHITECTURE METAL ACCESS CONTROL BOLLARDS FAYETTEVILLE, AR 32 29 13.15-2 FAYETTEVILLE TOWN CENTER PLAZA RENOVATIONS FAYETTEVILLE, ARKANSAS 3.1 EXAMINATION A. Examine paving or other substrates for compliance with manufacturer's requirements for placement and location of embedded items, condition of substrate, and other conditions affecting installation of bollards. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. General: Comply with manufacturer's installation instructions and setting drawings. B. Do not install damaged, cracked, chipped, deformed or marred bollards. Field touch- up minor imperfections in accordance with manufacturer's instructions. Replace bollards that cannot be field repaired. 3.3 CLEANING & PROTECTION O' A. Protect bollards against damage. B. Immediately prior to Substantial ComRR t n, clean bollards' ccordance with manufacturer's instructions to ren j ust, dl dhesiv other foreign materials. ^ `�/ +C C. Touch up damaged finishe ^rdin 0 nuff a�Rq�i Is instructions. 3.4 CLOSEOUT ACTIVITIES A. Provide execut _" errant �` •`a O,C`� END OF SECTION 3 9 13.15 • �A� CG DEMX ARCHITECTURE METAL ACCESS CONTROL BOLLARDS FAYETTEVILLE, AR 32 29 13.15-3 RESTORATION OF THE CITY OF FAYETTEVILLE TOWN CENTER PLAZA 15 W MOUNTAIN STREET, FAYETTEVILLE, AR 72701 PERMITS d APPLICABLE CODES All ppnsir W. xM menixds vnll meetspneanl ac PWIN pmctge end comply b plxpph-a prolmncea and res.— amp.W My the Glry 0 Fpyrt Oxrnax. GENERAL NOTES 1.CanN-INN.140l dimeraars--A.m P., W me pM see-1m 1d.C—*-nme-lgwmkdDamapes'.BdmrspreesHIAIN— Mmergngc-Hut— Decrepancus INN Le bmupnt F, the-11 pl trw amxNct wil ne ex 1.11—OW. and reaey k, 11.1 N,—in x1-1 ore pramdlry wm IN wp0. 2. Gpn0mbr[Nl.-m rcle b-aetWaawiry[.mtlminpanY revSmns. pelnre¢grpry M Cpnnanl Cpcunent¢ wdhin 60 wnse¢ptrve -k days pl Iro mhesudisree inawgNn mpce tpEmceed.TNoddermmlapee— pnt—n, g Hy as Iq+gakd mrwpes. Io- sum pl $INA tpr each cpnemarve 3. Yc¢Ropes or si[¢MWora INN ma eroNpror wmm�ap[rov0 nl the arcMAerl. d. Al carstns1. INmeet t. reWneme s.1b Hordnance,. rce lnierralwrial P.—, [aNMar mylNreaNr. 15. Gpnimmpr to epproeate dunrq npm-k- aro -- Code BOe lnNmalwwl ReslmnNl Cpmvent edAgre. abw pudic xcess NlN lawn Center main entrance immiN pgaa lorlN N. :. IP.Feg ng INNI 0dniheA Iqm 0s<repancns prenere-.1 preclpigdnpa chxnpe al tte iNelvkemsgn mwt Ee Mmight to Innanenlgn ofiK. ennrt dur'algn oflh polect ,[Ely. amhmel Immedlaleh/. B. Wrmen mmenygne bye pieced.... ver xcakd mmemgra. DO roI—lY repmmc - es n may rot accuretelY retkctinn pp t..d¢¢ale PI Ik d nps. 2. TA, pmlect has N,1 drown temp Aubd,xk Heve 2020. Preewe measuremenn. n,t ,,IWed In the p1bl-d set. may de —111d dy cpn a w the amhibcl. B. TN amheect. on eadan cl the owner, resew¢ 1N rght ISNled A', woo-.Ni x ml¢Irve prof pmr wpramammp or wpa tNt myatea from tN npemlkxtgro m mean epcur�enls. p. Drawlnp[ are tp Le Issuetl to [ud¢pnuantpm In compkk [eh sn flat all amhnecroral tlegtls n' Ircwaea. 10. T,lwewprB 10. The agNteci r me rgN d c a ¢npp Omwinp[ and doe[ nn1 -.1 accept any resppwm1 AIpr tN mlerPegnpn pl tN1 .q 1 by Ah- 114Hy I 1. W11 1. . 1N Brop drawlnps Ironed M.cahneiry. steelwork. e¢. 1allspe..gemsincludeq,dalrol ap-.pwrtp IanrcalAy., news. shatlN supmeNd tp iN4, N1Im p¢cpnsdered tyµW aM eOpN IprIM.ame ard.ximigr 12. Al aecnpns aNm11 01 wrcm tmpxymm the hrebnq, prce¢¢ pinerwxa rowe. a3.Sroub mecE.,..,m.pnc rN degiMrol pravd¢enmexedpcumenN. th dnl Nlly. mc'nlget sMNd b cpngsn:d immedately. 1N xrcheem w0 prwde clmexalnn in carmen ar Iorm as recassary. 1¢apnc N HEREBY GERM' THAT THESE PLANS AND SPECIFICAT ONS HAVE BEEN PREPARED BY ME. OR UNDER MY SUPERVISION. I R MER GENTRY THAT TO THE BEST OF MY—NEDGETHESE PUNS AND SPEGIRCAROHS AREAS REQUIRED BY AWAND IN COMPLIANCE WITH THE ARRANSAS ME PREVENTIDN CODE FOR THE STATE OF ARNAxsAs zDtz Eanatl.- --= a/ML 7 1 11Til 1MD00% 'o emTx ryaSHEET IxDEx MATERMI IEGENO ® M¢FaNEy o w.prR,go<x ® wro�Wpxw¢mplwll� ® wnpp elppalxp, ® usuunpx n<rn fF pm emropx rpiasnx C� ax¢ex,E 01NOW IEGENO •mr swsxxEmx ,rpr 0` w,u ElFvawx QO wwppyr4 rwempxrmp Q ...... /© swNR[,ss F-1`dol,nnxxaw "^-40 EME r I Q o N w I.—J J— Lu LU H J LLLL OWLu > FLL "Z w ww w f— oU N Z Z sZ �- r� 0 PO` E w ■ GIO SET Gl1d/2020 52920 ry�mmz, a e :o . s ue ii O a tl,°jt�E€•ytill�;p1E€€EfF �E�ea5t:I1 T,Ee`-1`•E:•t EILE.F: tE@y .� -EE(i E e a II � tiQ�E�SE �s�^-n9i��1:41�e�! s•f'�F��� ul E hill Qi�p IL ESTOPATION OF THE CITY OF ET TOWN CENTERYPLY ej1AllAAILLE 95 W MOUNTAIN STREET FAYETTEMLLE, AR 72701 ) O DEMX ARCHITECTURE i NUNA}.,IT � I III � z�0®® �¢•` ` '9 �� �:; es � !te 1_ i f, w e e e re:v:a I s m RESTORATION OF THE CITY OF FAYETTEVILLE m•... TOWN CENTER PLAZA i �• �� 15 W MOUNTAIN STREET FAYETTEVILLE, AR 72701 DEMX ' ARCHITECTURE 1 1 s i 5 m O,owls. 3 4 S� 4! � RESTORATION OF THE CITY OF FAYETTEALLE TOWN CENTER PLAZA DEMX ARCHITECTURE • F 15 INMOUNTAIN STREET FAYETTEVILLE, AR 72701 a ) g RESTORATION�1 HECITY «__e , TOWN CENTER PLAZA DEMX ARCHETECTURE E ,15 W MOUNTAINSTREET e#__, 34.) — � -- n - rl PLUMBING DRAIN PLAN /d\ lT ss"i.: V3- . , _ lV 1 '1 '1 1 G.4 ENGIrvEERS Inc NEST 26111 CIFCIC Al iAnfn fo/rlinrille. >P ]2701 E. u. re^- P4JIC' �]9-4J]]1-3331 @i M �l- "Ynu6A •-1 �ol.il]!�)pCO3 KEYED NOTES -- -��- L - - , ... te a• n PLUMBING PLAN t u umr: Iv- .\IJ 0 TRENCH DRAIN UPGRADE DETAIL �/ x.Ls. '1 1 1t` OA „I PIPING '`°"` arx ib p i -y •� ... GA ENGINEERS Inc Y nLY1 au Y CIMIAL rc.cucdut. n: zm• rFy'4 �F PLUMBING FIXTURE SCHEDULE GENERAL PLUMBINGNOTES ..... c,1. 1 11 1 11 II 1 11 11 11 PLUMBING LEGEND WLEF -11 .0 i¢�.y ua�lrvl w1151 ,5 ® y%} I+rtl o NI' ..a •.« > a, mew. 1 -q -� .-� -� -� •':.•u^"q /: GA ENGINEERS Inc rSt }fillCW11 1 I tN cv�p �f' nm 1 II ,I,, AR MCI 1 "ou:..n0-W I-UA P luu G rr C 1 u \ lVl Q5101 Da 06 �, ,(� •��' r fine- o Go CL LL L � ❑ �l OYW YWY C�LL_ KEYED NOTES W F Z _ s N "� aiva/ea r�LLE..CTR.ICAL POWER PLAN ...m'T ua, snw- -W. u r� I a .11 rnvArn - vr —.{I--_.....'.err LIGHTING CONTROL WIRING DIAGRAM &EXTERIOR LIGHTS — LTC1 U' x.rs. n ELECTRICAL PLAN 1 'I rl T'•I -Vr� GP ENGINEERS Inc 9 wlsl nu C-X,r r. i., . r: mil i'a Pf Ptib"c. AI9-(OI-iDl 9b.e..a'�a4 m DEDUCTALTERNATE ELECTRICAL LEGEND cat 41 v. l wiLmDP a rev:Dl- O ` v w.o ro 14L' .n, Irw•✓•1 �• i �. m e. o.r. co .�.. w �;e o C wa �O O m .ter • oww w/c KEYED NOTES GENERAL POWER PLAN NOTES Mr • o- uo.•u Y:. vn is l��rti arm vwnrwwinnZ .c .ur,r� sur rw .n,u ar✓arcui :e vew�nr .0 vi rruia un w.Mw r>�¢a w[oafu. re. a w. w ruc ...:. w p n..r w n_r.,r .,� w, rr.. u wwunVi n •vvv ® �" .n reww o ....w�.r .,«r w w. o .wr w..v,.�., ..,. r.w�......•w„ v.. aw .r.w, :. 9 11 11 11 11 11 (SNOW MELT DETAIL ELECTRIC SNOW MELT PLAN Ui 11 1 �`�'r: o-% 04 EN'INEERS Inc ola m- - T� SNOW MELT DETA ILA n SNOW MELT DETAIL on KEYED NOTES DEDUCT ALTERNATE U w :.tYm[mn� m+, n •ivxmn, n+,',n j SNOW h LT SCHEDULE N GA ENGINEEPS 1. -11., 727CI =7 N� 8 0�11 '0.8 \.J.B .2.4 1 .3.1 .5 �2\ 2.8 d. 5 J.1 2.4 1.8 .2 b 9 3 '2 , 2 3 , 3 , '2.3 1. 1 0,1.7 4.0 i.l O 1 1. 7 '2. 2 ..9 4.4 4.4 4.4 2. S. I., 1. 1.8 2.7 .0 4.R 4.1 %.S r o 3. J 2.7 i 8 D '2. 1.1 I 1.2 za 2.. .5 4.3 4. 2.6 1.1 -1. 1.9 2 1-1'4. 4.1 4.6 4.9 1.8 .2 1�9 2,6 ]l 4�. .6 4.5 1.5 3. 3.2 2.6 1.8 .2 1.9 2 3-2 ].B 1,3 -44 1 A 1. 3.1 2.5 1.7 2 S.3 1 3.1 .2 1 11�l J 4.5 1.2 3 .1 3.1 2.5 : : 1!w: 4.s ;.5 4.0 3. 3 .6 L e ) 4.5 ;.3 1 . 6 r 1.1- 2.6 A.3 3.9 1.3 4.0 1.1 &0. 3.3 2.j L. 2.7 .3 3.9 %.s 4. 4 �: 1.2 1.9 2. 3.4 400 4.6 1..3 2.0 2. -375 44. . .8 .8 2.7 1., 1.3 2.1 3.1 3 1 5 .l 5.1 V 3.9.2. I 3- ., 0. 3. .8 .4 1.9 0 .6 5:: 1.3 0 �: . S. 5.2 4;j 3. .8 1.9 .2 0 .0 3.6 .4 S.. S.0 5 L^ I ' 4. � .6 2.9 1.9 1 1.9 A 3�A 4.6 .1 3.3 L7 1.8 1.0 .71. 3.0 3.7 4 1 4. .2 i.1 3T. 0' 2 \ .47 0.9 1.4 2.2 2.6 3.1 3.6 3.6 h.6 3.1 IJ..6*..2 1.5 L .7 .2 0.6 1.6 2.9 2.2 2.3 2.2 2.0 1.7 .2 0.8 J [F. 7�- kn -1:1- .8 0.5 LICHiING LEVEL A CULATIONS PLAN CL LL OLLI L I-- F-Ui 0 z go • �u1� �nSJ ''�L���n .,V,.. /p1 GROUNDING DETAIL - TYPICAL -1 rY.M<ae,n .w QDETAIL- PANEL MS INSTALLATION GENERAL ELECTRICAL. NOTES FFFDER SCHFDULF ,: M1 � DWI pvCIM w> .H C7 •, v .. lid„-, r r --n Y;) `nva�ELECTRICAL AGR L RLCEP 'LL SCI:" SnKI YpInRV JG A,v Nu. N[Y•RI 11 1 11 1 1 11 1 ~4 CU ENGINEERS Yw esw o4-wl v �g XI 21- o mmm�r PANELBOARO SCHEDULE rl > PANELBOARD SCHEDULE >or `W C 1` — m wow Z o a _ g �: O 90 ... <., ..< a� M ' �aE�nut ro.rrrn ... e21 Bid 20-74, Addendum 1 Date: Friday September 04, 2020 To: All Prospective Vendors � CITY OF lux FAYETTEVILLE ARKANSAS From: Adonis Bwashi — 479.575.8258 — abwashi@fayetteville-ar.Rov RE: Bid 20-74, Construction — Town Center Plaza Restoration This addendum is hereby made a part of the contract documents to the same extent as though it were originally included therein. Bidders should indicate their receipt of same in the appropriate blank of the Bid Form. BIDDERS SHOULD 1. Per this addendum, all bidders shall take note of the folio perkisions and/or additions to the plans and/or specifications for the above referenced project^hjjust their bids accordingly. These revisions and/or corrections are hereby made part of said do uW as if included therein. 2. Attached are architectural and electrical alternata�s, notes, and detAify. C o� G City of Fayetteville, AR Bid 20-72, Addendum 1 Page 111 Telecommunications Device for the Deaf TDD1479i521-1316 113 West Mountain- Fayetteville. AR 72701 September 1, 2020 Addendum No. 1 Project: Town Center Plaza Restoration 15 W Mountain Street Fayetteville, AR 72701 Architect: DEMX architecture 104 N East Ave. Fayetteville, AR 72701 DCMX ARCHITECTURE All bidders shall take note of the following revisions and/or additions to the plans and/or specifications for the above referenced project and adjust their bids accordingly. Tl�ge revisions and/or corrections are hereby made part of said documents as if included therein. GENERAL �0, - ADD: Provide square foot unit price for x-ray oQtistTfig structural slab to identify existing rebar, if any; coordinate with owner prior to con�t(uu��b Q� - CLARIFY: GC will not use the lower porti rking City wi►I�?lFdinate all parking arrangements. VVV V) ARCHITECTURAL Al.1 PROPOSED FLOOR PLAN AND PV'� PLAI�� v Alternates - REVISE: Alternate 3 to11��'S� LIE NC AVERS, REPLACE WITH CONCRETE SLAB; MAINTAIN CONCRQ7 AB JO IMV1 ON PAVING PLAN" Proposed Floor PFO`` v - REVISE: shorttNygench drain on east zest ends to allow for conduit Key Notes: Proposed Floor Plan - REVISE: Key note 25 to read "ZING TRENCH DRAIN EDGE TO REMAIN" Legend: Paving Plan - REVISE: "CONCRETE SLAB, STAIN & SEAL, COLOR 1" to be "CONCRETE, SEALED" - REVISE: "CONCRETE SLAB, STAIN & SEAL, COLOR 2" to be "CONCRETE SLAB, INTEGRALLY COLORED & SEALED, COLOR TBD." CLARIFY: Integral Color for Cementitious Overlays: Basis of Design to be AmeriPolish Inc. OS Integral Color, Integral Color for Cementitious Overlays. GC can submit comparable substitutions for architect's review and approval. GC to submit manufacturer's full range of colors. CLARIFY: Concrete Sealer: Basis of Design to be AmeriPolish Inc. X-Link WB Surface Sealer, Matte Finish Water -Based Sealer. GC can submit comparable substitutions for architect's review and approval. 104 N. East Ave, Fayetteville, Arkansas 72701 p 479.966.4871 info@demxarch.com September 1, 2020 ELECTRICAL E1.0 ELECTRICAL POWER PLAN -GARAGE LEVEL - REVISE: Relocated panel SE and revised Keyed Notes 2 and 4. DGMX ARCHITECTURE E1.2 SNOW MELT PLAN -PLAZA LEVEL - ADD: Sequence of Operation, structural slab x-ray note, and Control Schematics E and F E2.1 ELECTRICAL POWER NOTES AND DETAILS - REVISE: Electrical Riser Diagram - ADD: GFCI breaker note at Panel SE - REVISE: Lighting Fixture Schedule mark SF1 to F2 End of Addendum No. 1 Date of Addendum No. 1: September 1, 2020. 104 N. East Ave, Fayetteville, Arkansas 72701 p 479.966.4871 info@demxarch.com ��--°�` a O [��iiji �' Pe•[d•i•°ii:in!i:i',j4°i'ei QQLEem$E{{dfppd.l ,F-1-xlLi€II{`{[ix/pP.'apxl7Ef`d`-Ed[F35x3�1 ° €do ` da is - fiE,pP_ iiE pp1 €e!S¢E° y 3 x .xdL°Fi'1..c`cEf-[ f.i 1[do•Lld ftp i L PE P[cil:)`°6� afi`ac:E:p[.•'d`:3 d EtSii d-31pi€111@p.Esxcis; p,:€x•'s° Fd i..x=fE a I ; db gE is I ? E �i e1 � i:i1-@ � :'�.f:c 1 s[ ((a' I�f: 1 E• 1 .4 @ !i : d.fd.i•".i°glpd'€ :�; `� 11f 6 3� ' ;3 pd1 S 1 �• `Sf•, €E3Ea f F{d[ va :i/ d Ili �! x € 7 �� �• � �2 �d`L � jji Ede o I I S pwx»w.wn L m RESTORATION OF THE CITY OF FAYETTEVILLE TOWN CENTER PLAZA D�MX ARCHITECTURE 75 W MOUNTAIN STREET FAYETTEVILLE, AR 72701 . 1 } 1 1 1 1 I I 1 L- • Ca GA ENGINEERS. Inc' w.. 9 AT51 261r. clr F MCI f. eller,e. ♦-$3 T 3 .?' y.4'.v�m VrOrc: a%9 1 iwi.: our« _`1 A ELECTRICAL_ POWER PLAN KEYED NOTES m wwwns \ —.raw n. SNOW MELT DETAIL\....e iVl rr.1s. nrsw.rsn.wmnxas. 1rwn.wmnma C;IPE HEAT TAPE DETAIL 0 CJ'1s.— nmimnavm_— I I r.,.r.. ., ..L._�.,......�,r... x..a w •-wwn �+urn� .nv rew u"rt ur rwpa u,,w.v.r m yv, •x.n "t /\ (rl SNOW MELT CONTROL SCHEMATIC e.1.e. ..l GA ENGINEERS, Inc. I - S I I 6H, Hitt! I Nr w .j X m�u I,.I}.J. Al ?Ml iF Vrf C! •� Az, ,9-6n1-1JI 94w. 6iW-,oMl"4gac6" G 1 ELE-CTRIC ;NOW MELT PLAN sum 1/e' r'-o" o �/O' vYY~•E•SNOW__Y_MEL' DETAIL' w -�It. GYp.1 Crw.vp W[ �-1—:oM...:uW..... "e:.:e':Al i _�` ' - n SNOW MELT DETAIL .. r1,1,S. eauwmrtwl KEYED NOTES G O-... DEDUCTALTERNATE w. SNOW MELT AND HEAT TAPE SEQUENCE OF OPERATION SNOW NR:LT SGNEOULE 1 I uurrrrl r r._i-. I: In. (p\GROUNDING DETAIL — TYPICAL w�Y.Y.Y txM1rt 4Y (r1 DETAIL— PANEL MS INSTALLON V .z .-__ ATI_ GENERAL+ ELECTRICAL.. NOTES In FFFDFR SCHEDU(F c•Y '� .JW c-4c-w).rtE (CC'PE., y v ..it• �.m /O� `) m. .Il•Y L FM °- �, ,'. f'?s •••� •. GA ENGINEERS. Inc. 9 ey .fill GN f a f.qx� sio-fOi-DS Sc w C :<< PANELBOARD SCHEDULE m �,� /�J�\/mil •n,eme•a � .11 • ILL SCN •ftv. LLv. LIGHTING FIXTURE SCHEDULE LidI Wl ,• ,• •" rc••ssls. rtms .wvx: urn u� uuE¢ ." ,, LLI. vv. I axnn�x I wa I vmt nva 2. „ ILL 'To ,ILL I, ILL ,....,.. ..� w w�, n o •»+,.0 PANELBOARD SCHEDULE vir vrvu.s _ •. • ° ILL ILL ILL I- ILL ,rt Bid 20-74, Addendum 2 �a Date: Tuesday September 08, 2020 To: All Prospective Vendors From: Adonis Bwashi-479.575.8258—abwashi@fayetteville-areov RE: Bid 20-74, Construction — Town Center Plaza Restoration CITY OF FAYETTEVILLE ARKANSAS This addendum is hereby made a part of the contract documents to the same extent as though it were originally included therein. Bidders should indicate their receipt of same in the appropriate blank of the Bid Form. BIDDERS SHOULD I. Per this addendum, all bidders shall take note of the and/or specifications for the above referenced proje and/or corrections are hereby made part of said dot; 2. Attached are architectural and electrical power pkjj isions and/or additions to the plans their bids accordingly. These revisions ieW as if included therein. otes, and details. n 6� G G City of Fayetteville, AR Bid 20 72, Addendum 1 Page 111 Telecommunications Device for the Deaf TDD(479)521.1316 113 West Mountain -Fayetteville. AR 72701 September 8, 2020 Addendum No. 2 Project: Town Center Plaza Restoration 15 W Mountain Street Fayetteville, AR 72701 Architect: DEMX architecture 104 N East Ave. Fayetteville, AR 72701 DrEMX ARCHITECTURE All bidders shall take note of the following revisions and/or additions to the plans and/or specifications for the above referenced project and adjust their bids accordingly.�Tf�e revisions and/or corrections are hereby made part of said documents as if included therein. v_ GENERAL ^O' CLARIFY: Any item noted "replace if required" determined before or during construction }a1 will be considered. CLARIFY: Contract extensions will be c&nst schedule. `O ELECTRICAL __/v/v�- , Q�611 E1.0 ELECTRICAL POWER PLAWBOO E LE "' - REVISE: - Keyed Note e •`a E1.1 PLAZA LEVEL ELEC L PLAN P - REVISE: Key N 6 and added Ke, ote #10 End of Addendum No. 2 Date of Addendum No. 2: September 8, 2020. iKbe included in the lump sum bid. If em eedsrepairedlohange order request Ala a leat oarare detrimental to project Q 104 N. East Ave, Fayetteville, Arkansas 72701 p 479.966.4871 info@demxarch.com 0 r ^_F I_tCTRICAL POWER PLAN U s...: lle- . Ac •I •I •I •I � 11 � y •I GA ENGINEERS. Inc. 34 r.•u A.w ± - 9 MST361E fxi 3M lrY.11urir. •P i1�1 ' " q PiMS: 9-lAMI-�S:A `Fc.6p Gaolal�/.�SWCb �g 6 a X1 2a— lu, o, ur- aJ! LLi LL oVJ UZ Q �HLL- KEYED NOTES w W (� a •O r LL Q n wr rtlt.• wr.w•N �w4 •:i:r = � Z ��rau of mrr yr rirn rmrll alto wr OO F- Big L-1 il=Ll I ...47, .. LIGHTING CONTROL WIRING, DIAGRAM B EXTERIOR LIGHTS — LTC1 u.ls. SOUND SYSTEM COMPONENTS aum I urea I unv towals GA ENGINEERS Inc. rwr E f._ n of:4' LIrT u- 9 tsl I'll ihr 7))1 P,,,i P9-WI-3.31 T r w.� &ELECTRICAL PLAN /� s....: Ve-. r-a- 'I 1 'I ELLCTRICAL LEGEND — 1 O srr.r) �i'Irr•m td 'ilrc.m - o uu rr I. .+m P Vu� LP I:u ; CC a cP DEDUCTALTERNATE KEYED NOTES r®.q q• GENERAL POWER PLAN NOTES u m ' r'u.:�ae',:"•4r5 v.�5�iw'VY wqr rO.W.•-.: .> Osn eyrm of ua°na' w .q rw. SFr m " W�..�.� a.�• ...r .<.rrs.....�r..Y>o rn ar.r. a'w" .r .r= e.....r.:: Mm� 'I n�Rraw:p 11 a nYr. a1 .r a^' rc rw a r : v.. a.n:.r..xinw <Il It .aaq .• in.n.r .... �... ..emu.. ........... ....... rnwNi a e� Contract for Bid 20-74 Appendix B Bid Submittal — Milestone Construction VAIA Document A310r" - 2010 CONTRACTOR: SURETY: (ibamd. legal status mud address) (Aante. legal status old principal place Milestone Construction Company. LLC of hitwiessi 2002 S. 48th StreeL Suite A Travelers Casualty and Surety Company of America Springdale. AR 72762 One Tower Square OWNER: Hanford. CT 06183 (Xiome, legal stanis and addressi City of Fayetteville. Arkansas 113 W. Nlountain Faycucville. AR 72701 BOND AMOUNT: $ Five Percent of Bid Amount ---- (5%) PROJECT: (Fume. Imwitu u or address, and Prnjeci marrher, ij'dnv) Town Center Plaza Restoration The Contractor and Surety are bound to the Owner in the amount set firth above. fur the payment of which the Contractor and Surety hind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein The conditions of this Bond are such that il'the Owner accepts the hid of the Craltractor within the time specified in the hid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either (1) enters into a contract with the Owner in accordance with the terms of such hid, and gives such bond or bonds as may he specified in the bidding a Contract Documents, with a surety admitted in thejurisdiction of the project and otherwise acceptable to the Owner, for the I•aithful performance of such Contract and for the prompt payment, of labor slid material furnished in the prosecution thereof: or (?) prays to the Owner the dinerence, not to exceed the amount of this pond between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another pretty to perform the work covered by said hid, then this obligation shall be null and void, otherwise to remain in full force :tad elliect. The Surety hereby waives any notice of an agreement between the (honer and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice bythe Surety shall not apply to any extension exceeding siNry (6tj) days in the aggregate beyond the tune for acceptance of bids specified in the bid documents, and the Owner and Covttractor shall obtan the Surety`s consent for an extension beyond sixty (0.1) days. If this Bond is issued In Connection with a subcontractor's bid to a Contractor, the term Contractor in this Bond shall be deemed to be Subcontractor mid the term (honer shall be deemed to be Contractor. When taus Bond has been furnished to comply %vall a statutory or other legal requirement In the location of the Project, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statmory bond and not as a common law bond ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Debtions Report that noes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary mlormalion and where the authorhas added to a deleted from the original AIA led. This document has important legal consequences Consultation with an attorney is encouraged with respect toils comptelicn or rtlotlification. Any singular reference to Contractor. Surety. Owner or other party shall be considered plural where applicable. snit AIA Oocumem A010'^-2010. Copyright::,1963. IM and 2Dl0 by The Amertnn lmowte of Architects. All rights reserved. WARNING: This Ale doxvmren[ Is protected by U.S. copyright Lin and Inters lonal Trestles. Unauthorized repmdUMon or distribution of this Al a Document or any portion of It, may resua in severe civil and criminal penalties. and wsl be prC9eculed to the miudmum extent possible tnderthe law. Signed and scaled this loth rkev of September . 2020 (IP1DKssl Milestone Constmclion Company LLC (Contractor asYtincipal) (Seal) (Title.) Travelers Casualty and Surety CompanY of America (0'itrlesr) ('rifle?_) Pamela K. flays, Attorney -in -Fact Init A1ADocumem A310"-2010. Copyright*1963. 1970nnd2010 by The Amunceninsidute at Archkmts. Ali dghtsrewmed, WARNING: This A10 Do cumenl is prowled by U.& Copyright Late and International TreatleA Unaudionzed reproduction or dWftbUUOn of this At a Document Or any portion of It. may result In severe civil and criminal penalties, and win be proseclded lathe madmum eztem possible under the law 2 Travelers Casualty and Surety Company of America TRAVELERS Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company KNOW ALL MEN BY THESE PRESENTS- That Travelers Casualty and Surety Company of America, Travelers Casualty and Surely Company and St. Paul Fire and Marine Insurance Company are corporations duty organized under the laws of the State of Connecticut (herein collectively called the "Companies'), and that the Companies do hereby make. constitute and appoint Pamela K Hays of LITTLE ROCK Arkansas , their true antl lawful Attorney -in -Fact to sign. execute, seal and acknowwedge any and all bonds. recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteemg the 0detity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permittetl many actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 3rd day of February, 2017. tour = Slate of Connecticut City of Hartford as. By RODen L Raney. Senior Vice President On this the 3rd day of February. 2017. before me personally appeared Robert L. Raney, who acknowledged himself to be the Servor Vice President of Travelers Casually and Surety Company of America. Travelers Casualty and Surety Company, and Sl. Paul Fire and Marine Insurance Company and that he, as such, being authorized so to do, executed the foregoing Instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal My Commission expires the 30th day of June, 2021a® mMarie C. I etrea Iom+ •` • • Notary PuDtic This Prover of Attorney is granted under and t the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company America, Travelers Casualty and Surety Company, and St. Paul Fife and Marine Insurance Company which resolutions are now in full force and effectt,, reading as follows: RESOLVED, that the Chairman, the President. any Vice Chairman. any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President. the Treasurer. any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bond, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond. recognizance, or conditional undenaking, and any of said officers or the Board of Directors at any lime may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of (his Company, provided that each such delegation is in writing and a copy thereof is filed in (he office of the Secretary; and it is FURTHER RESOLVED, that any bond. recognizance, contract of indemnity, or writing obligatory in the nature of a bond. recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President. any Vice Chairman. any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duty attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her cenifcate or then cenificares of authority or by one of more Company officers pursuant to a writlen delegation of authority: and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President. any Vice President, any Assistant Vice President. any Secretary, any Assistant Secretary, and the seal of (he Company may be affixed by facsimile to any Power Of Attorney or to any certificate relating thereto appointing Resident Vice Presidents. Resident Assistant Secrelaoes or Adomeys-m-Fact for purposes only of executing and allesling bonds and undertakings and other writings obligatory in the nature thereof. and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached I. Kevin E. Hughes, the undersigned. Assistant Secretary of Travelers Casualty and Surety Company of America. Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company do hereby cenify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies. which remains in full force and effect Dated this 10th day of September . 2020 ,,Ow f e!L4� Kevin E. Hughes, Assi tart Secretary ro verify the authenticity Of this Power ofAttemey, Please ra/l us at 1-800-421-3880. Please refer to the above -named Attorney -in -Fact and the details of the bond to which the power is attached. EXECUTION OF BID - Actual specification of any deficient item shall be noted on the bid sheet or separate attachment. If specifications of item bid differ from provided literature, deviation shall be documented and certified by the manufacturer as a regular production option. Upon signing this Bid, the bidder certifies that: 1. He/she has read and agrees to the requirements set forth in this proposal, including specifications, terms, standard conditions, and any pertinent information regarding the articles being bid on, 2. Unless otherwise noted and explained, the unit bid and listed meets or exceeds all of these requirements as specified by The City of Fayetteville. 3. The Bidder can and will comply with all specifications and requirements for delivery, documentation and support as specified herein. 4. I, as an officer of this organization, or per the attached letter of authorization, am duly authorized to certify the information provided herein is accurate and true. 5. Bidder shall comply w.th all State and Federal Equal Opportunity and Non -Discrimination requirements and conditions of employment in addition to all federal, state, and local laws. 6. Bidder shall disclose any possible conflict of interest with the City of Fayetteville, including, but not limited to, any relationship with any City of Fayetteville employee. Response shall disclose if a known relationship exists between any principal or employee of your firm and any City of Fayetteville employee or elected City of Fayetteville official. If no relationship exists, this should also be stated in your response. Failure to disclose such a relationship may result in cancellation of a purchase and/or contract as a result of your response. X 1.) NO KNOWN RELATIONSHIP EXISTS 2.) RELATIONSHIP EXISTS (Please explain): 7. Bidder will perform the Work in compliance with all applicable trench safety standards set forth in Occupational Safety and Health Administration (OSHA) Part 1926 — Subpart P — Excavations. B. Pursuant Arkansas Code Annotated §25-1-503, the Contractor agrees and certifies that they do not currently boycott Israel and will not boycott Israel during any time in which they are entering into, or while in contract, with any public entity as defined in §25-1-503. If at any time during contract the contractor decides to boycott Israel, the contractor must notify the contracted public entity in writing. 9. As A bidder on this project, you are required to provide debarment/suspension certification indicating that you are in compliance with the below Federal Executive Order. Certification can be done by completing and signing this form. a. Federal Executive Order (E.O.) 12549 "Debarment and Suspension" requires that all contractors receiving individual awards, using federal funds, and all sub -recipients certify that the organization and its principals are not debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded by any Federal department or agency from doing business with the Federal Government. City of Fayetteville, AR Bid 20-74, Construction — Town Center Plaza Restoration Page 5 of 23 b. Your signature below certifies that neither you nor your principal is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any federal department or agency. Unsigned bids will be rejected. Items marked • are mandatory for consideration. *NAME OF FIRM: Milestone Construction Company, LLC *D/B/A or Corporation Name *BUSINESS ADDRESS: 2002 S *CITY: Springdale *PHONE: 479-751-3560 Purchase Order/Payments shall be issued to this name 48th Street , Suite A *E-MAIL: mdavis@mstonecc.com *BY: (PRINTED NAME) Mike D *AUTHORIZED SIGNATURE: _ *TITLE: Vice President DUNS NUMBER: 171875367 *TAX ID NUMBER: 1 41 91 6629 Acknowledge Addendums *STATE: Ar *ZIP: 72762 FAX: 479-751-4841 CAGE NUMBER: Addendum No. 01 Dated: 09/04/20 Acknowledged by: MD Addendum No: 02 Dated: 09/08/20 Acknowledged by: MD Addendum No. Dated: Acknowledged by: Addendum No. Dated: Acknowledged by: City of Fayetteville, AR Bid 20-74, Construction — Town Center Plaza Restoration Page 6 of 23 9/10/2020 Proposal Data Back to Project i Bid 20-74, Construction - Town Center Plaza Rehab - Proposal Data Supplier Arkansas Contractor's License A or Dale of Application Alpha Building Corporation 0010600721 Scorecard ',r Open... -_— -1 ShowMide O S` ear& AR Secretary of Pursuant Arkansas Code Annotated §25.1.500, Does lh, State Filing p currently boycott Israel and will not boycott Israel durin while in contract, with any public entity as defined in §2 contractor decides to boycott Israel, the contractor mu. 100118729 Yes Milestone Construction 0156050421 80004464 Yes C Scorecard-f.; Open... Q Help https:llfayetteville ar.bonfirehub.com/projects!30657/proposalData ill Item Number Item Quantity Requh Unit of Measurc Unit Price #1-1 Bonding and Insuran 1 Lump Sum 7164.21 H1-2 Lump Sum Pricing fo 1 LS 420755 :. Deductive #2-1 DA 1- REMOVE & PF -1 LS 12000 N2-2 DA 2 - REMOVE HEA' -1 LS 77972 N2-3 DA 3 - IN LIEU OF CO -1 LS 2422 Contract for Bid 20-74 Appendix C Recommendation for Award CITY OF W�IaAYE'P4EVILLE AH KAIM>SAS BID TABULATION Bid 20-74, Construction - Town Center Plaza Renovation Deadline: Thursday, September 10, 2020 before 2:00 PM, local time Certification oJFunds: $483,915 Certification oJFunds + 25% (Mox Allowed Award) : $604,894.00 Alpha Building Corporation Milestone Construction Total Base Bid - No Deductive Alternate : $447,452.00 $427,919.21 Total Cost - Less Deductive Alternate 111, 112, & 43 : $351,951.00 $335,525.22 Quantity Unit Unit Unit Total Unit Total Line 4 Items Description Selected Lowest Required of Price Cost Price Cost Measure 111-1 Bonding and Insurance $7,164.21 $6,300.00 1 Lump Sum S6,300.00 I`$6,300.00 $7,164.21 $7,164,21 q1-2 Lump Sum Pricing for Complete Scope of Work $420,755.00 $420,755.00 1 LS $441,151.00 S441,151.00 $420,755.00 $420,755.00 f12-1 DA 1 - REMOVE & PRESERVE EXISTING LIGHT POLES DURING DEMOLITION; 1$12,000) ($12,500) .1 LS 512,500.00 ($12,500) $12,000.00 (512,000) REINSTALL EXISTING LIGHT POLES IN EXISTING LOCATIONS DA 2 -REMOVE HEATED SNOW MELT SYSTEM UNDER NEW CONCRETE TOPPER f12.2 SLAB ($77,972) ($77,972) -1 LS $71,000.00 ($71,0001 $77,972.00 I ($77,972) DA 3 - IN LIEU OF CONCRETE PAVERS, REPLACE WITH CONCRETE SLAB; 42-3 MAINTAIN CONCRETE SLAB JOINTS AS INDICATED ON PAVING PLAN L52,422) (512,000) -1 LS $12,000.00 1$12,000) $2,422.00 (52,422) 'NOTICE: Bid award is contingent upon vendor meeting minimum specifications and formal authorization by City officials. .� AYETTEVILLE AQUAM11S Bid 20-74, Construction - Town Center Plaza Restoration Project Overview Project Details f Reference ID Bid 20-74, Construction - Town Center Plaza Restoration Project Name Bid 20-74, Construction - Town Center Plaza Rehab Project Owner Andrea Foren Project Type ITB Department Purchasing Certification of Funds $483,915.00 I Certification of Funds + 25% (Max Allowed Award) $604,894.00 Project Description Bid 20-74, Construction - Town Center Plaza Rehab Open Date Aug 16, 2020 12:00 AM CDT Close Date Sep 10, 2020 2:00 PM CDT ---------- l Highest Scoring Supplier Score Milestone Construction 100 pts f CITY or .� All. ..A FAYET VILLB G Seal status Requested Information Unsealed on Unsealed by City's Required Forms ! Sep 10, 2020 2:03 PM CDT--�I Adonis Bwashi F Bid Bond 4 Sep 0.. 2020 2:03 PM CDT i ' Adonis Bwashi Arkansas Contractor's License ; Sep 10, 2020 2:03 PM CDT Adonis Bwashi # or Date of Application AR Secretary of State Filing # I Sep 10, 2020 2:03 PM CDT Adonis Bwashi Pursuant Arkansas Code j Annotated §25-1-503, Does i the Contractor agree and certify that they do not currently boycott Israel and will not boycott Israel during any time in which they are entering into, or while in contract, with Sep 10, 2020 2:03 PM CDT Adonis Bwashi any public entity as defined in §25-1-503. If at any time during contract the contractor decides to boycott Israel, the contractor must notify the contracted public entity in writing. 0 FA YE FATTEVILLE •kk1N]/{ Conflict of Interest # Declaration of Conflict of Interest You have been chosen as a Committee member for this Evaluation. Please read the following information on conflict of interest to see if you have any problem or potential problem in serving on this committee. ## Code of Conduct All information related to submissions received from Suppliers or Service Providers must be kept confidential by Committee members. ## Conflict of Interest No member of a Committee shall participate in the evaluation if that Committee member or any member of his or her immediate family: ' has direct or indirect financial interest in the award of the contract to any proponent; ' is currently employed by, or is a consultant to or under contract to a proponent; ' is negotiating or has an arrangement concerning future employment or contracting with any proponent; or, ' has an ownership interest in, or is an officer or director of, any proponent. Please sign below acknowledging that you have received and read this information. If you have a conflict or potential conflict, please indicate your conflict on this acknowledgment form with information regarding the conflict. I have read and understood the provisions related to the conflict of interest when serving on the Evaluation Committee. If any such conflict of interest arises during the Committee's review of this project, I will immediately report it to the Purchasing Director. Name Date Signed Has a Conflict of Interest? Adonis Rwashi Sen 1n 7n?n Tn4 PM CnT Nn FAYE FAY TTEV RtE •PCAM9At Public Notices Project Details Have Changed Adonis Bwashi, Sep 04, 2020 12:05 PM CDT Project Public Files changed: - Project Addendum 1 has been uploaded The i Addendum states that bidders shall take note of the revisions and/or additions to the plans for the referenced project and adjust their bids accordingly. Project Details Have Changed Adonis Bwashi, Sep 08, 2020 2:53 PM CDT I - Project Public Files changed - Addendum 2 has been added. This addendum states that bidders shall take note of the following revisions and/or additions to the plans for the referenced project and adjust their bids accordingly. C", OI ._ FAYETTEVILLE ........ Submissions Supplier I Date Submitted I Name I Email Confirmation Code Milestone Construction Sep 10, 2020 11:21 AM Lance Norsworthy Norsworthy@mstonecc.com OTgONzU= CDT I Alpha Building Sep 10, 2020 1:30 PM Matthew Stovall mstovall@alphabuilding.com 1 OTg1MzY= Corporation L CDT fe—Auncr .PAVILLE KANBA YETTs Project Criteria Criteria Points Description Total Base Bid Price 100 pts Total Base Bid Price 1 Within Certified Funds Pass/Fail - Within Certified Funds + 25% Total 100 pts Scoring Summary Active Submissions ' ---^ Supplier �_--- Total Total Base Bid Price Within Certified Funds _ _--- - Pass/Fail--_ --- - - _ --- 1100 pts _--- —J--1 100 pts _-- Milestone Construction 100 pts 100 pts ($427,919.21) Pass Alpha Building Corporation 95.63 pts 95.63 pts ($447,451.00) Pass C�IV M ��FA5'ETTEVIFl6 s v.' vsn Signatures Name _ Signatures AndreaForen Andrea Digitally signed by i Andrea Foren (Project Owner) Date: 20 Foren 14:11:29 -O5'00S'00' Digitally signed by Adonis Bwashi Adonis Bwashi n� Icy DN: cn=Adonis Bwashi, (Evaluator) email=abwashi@fayetteville-ar.gov, Date: 2020.09.10 17:05:41-05'00' City of Fayetteville, Arkansas - Budget Adjustment Form (Legistar) Budget Year Division Adjustment Number g FACILITIES MANAGEMENT (140) 2020 /Org2 Requestor: W. Abernathy BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: Approve a Resolution to award a contract for Bid 20-74 to Milestone Construction for the restoration of the Town Center Plaza in the amount of $427,919.21, with $40,081 in contingency and to approve a budget adjustment. COUNCIL DATE: 10/6/2020 LEGISTAR FILE ID#: 2020-0768 Matthew Maddox 9/14/2020 1:46 PM Budget Director Date TYPE: JOURNAL #: D - (City Council) RESOLUTION/ORDINANCE GLDATE: CHKD/POSTED: 10/6/2020 / TOTAL Account Number Increase / (Decrease) Expense Revenue Proiect.Sub# Project Sub.Detl AT v.20200820 Account Name 4607.860.7700-5804.00 427,920 - 46070 7700 EX Building Costs 4607.860.7700-5911.99 4607.860.7999-5899.00 40,081 - (468,001) - 46070 46070 7700 EX 7999 EX Contingency -Capital Project Unallocated - Budget H:\Budget Adjustments\2020_Budget\City Council\ IG-06-2020\2020-0768 BA Town Center Plozo Restorotion I of I