PROJECT MANUAL VOLUME ONE EOP Project # August 17, 2018

Transcription

1 PROJECT MANUAL VOLUME ONE EOP Project # August 17, 2018 KCTCS System Office Renovation MECHANICAL ROOM EQUIPMENT DEMOLITION 300 N. Main St. Versailles, Kentucky ARCHITECT EOP Architects 201 W. Short St., Suite 700 Lexington, KY BOOK 1 OF 1 Copyright 2016 EOP ARCHITECTS. All rights reserved. 201 W. Short Street Suite 700 Lexington, KY fax

2 PROJECT MANUAL BOOK 1 OF 1 TABLE OF CONTENTS AUGUST 17, 2018 DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS ADVERTISEMENT FOR BIDS SUPPLEMENTARY INSTRUCTIONS TO BIDDERS BID SECURITY FORMS BID SUBMITTAL CHECKLIST DIVISION 1 GENERAL REQUIREMENTS SPECIAL CONDITIONS SUMMARY CONTRACT MODIFICATION PROCEDURES PAYMENT PROCEDURES PROJECT MANAGEMENT AND COORDINATION PHOTOGRAPHIC DOCUMENTATION TEMPORARY FACILITIES EXECUTION DEMOLITION WASTE DISPOSAL CLOSEOUT PROCEDURES DIVISION 2 EXISTING CONDITIONS SELECTIVE DEMOLITION DIVISION 7 THERMAL AND MOISTURE PROTECTION FIRESTOPPING END OF SPECIFICATION INDEX TABLE OF CONTENTS 1 of 1

3 DOCUMENT ADVERTISEMENT FOR BIDS 1.1 PROJECT INFORMATION A. Notice to Bidders: Qualified bidders may submit bids for project as described in this Document. Submit bids according to the Instructions to Bidders. B. Project Identification: KCTCS System Office Renovation, Mechanical Room Equipment Demolition. 1. Project Location: 300 N. Main St., Versailles, KY C. Owner: Kentucky Community & Technical College System. 1. Owner's Representative: Ken Marks, System Director a. 300 N. Main St., Versailles, KY b (Toll-Free Kentucky only) c. ken.marks@kctcs.edu D. Architect: EOP Architects 1. Project Architect: Rachel Hinson a. 201 W Short Street, Suite 700, Lexington, KY b c. rhinson@eopa.com E. Project Description: The work includes the demolition of all unused mechanical room equipment. F. Project cost is anticipated to be under $58,000. G. Construction Contract: Bids will be received for the following Work: 1. General Contract (all trades). 1.2 BID SUBMITTAL AND OPENING A. Sealed proposals clearly marked for Bid 01-Mechanical Room Equipment Demolition will be received from qualified contractors by City of Versailles at 196 South Main St., Versailles, KY until 2:00 PM local time, Monday, October 9, 2018, for the KCTCS System Office Renovation, Mechanical Room Equipment Demolition at the City of Versailles address. Bids received after this time shall not be accepted and will be returned unopened to the bidder. The project includes acceptance of all existing site conditions (which are to be inspected by all bidders prior to bidding) and all other general construction, mechanical and electrical work specified in the Contract Documents dated August 17, Liquidated damages will be assessed per the specifications. Refer to construction documents for additional information. 1. Bid Date: October 9, 2018 (Tuesday) 2. Bid Time: 2:00pm, local time. 3. Location: City of Versailles, 196 South Main St., Versailles, KY ADVERTISEMENT FOR BIDS

4 B. Immediately following the scheduled closing time for receiving the bids, all proposals that have been completely filled out and have been properly submitted with the appropriate attachments in accordance with the Contract Documents will be publicly opened and read. C. KCTCS requires that the bidder submit with the bid the following information: 1. Bid Bond Are NOT required for this project. 2. Forms -- properly signed, with completed all required information at time of submittal. D. Bid Submission: Contractors are to place their Bid Form and supplemental documents in a second envelope. All envelopes must be distinctly labeled for content and must be placed in a large, single envelope labeled with the project name and submitting company. The contents of all envelopes must be complete in order for the bid to be considered. 1.3 BID SECURITY A. The award of the contract shall be made on the basis of the lowest and best bid in the interest of KCTCS. No bidder may withdraw his/her bid for a period of sixty (60) days after the date set for the bid opening. Award of the contract is contingent upon financing. 1.4 PREBID MEETING A. A Pre-bid meeting for all bidders will be held at KCTCS on Friday, September 28, 11:00am local time. General Contract bidder attendance is required. Bidders' Questions: Architect will provide responses at Pre-bid conference to bidders' questions received up to two business days prior to conference. 1.5 DOCUMENTS A. Plans and Specifications and available as download from KCTCS procurement website. 1.6 TIME OF COMPLETION AND LIQUIDATED DAMAGES A. Successful bidder shall begin the Work on receipt of the Notice to Proceed and shall complete the Work within the Contract Time. Work is subject to liquidated damages. 1.7 BIDDER'S QUALIFICATIONS A. Bidders must be properly licensed under the laws governing their respective trades and be able to obtain insurance and bonds required for the Work. A Performance Bond, separate Labor and Material Payment Bond, and Insurance in a form acceptable to Owner will be required of the successful Bidder. 1.8 NON-CONFORMANCE TO THE ABOVE REQUIREMENTS SHALL BE GROUNDS FOR REJECTION OF THE BID. A. The Owner reserves the right to waive informalities and irregularities, and shall have the right to reject any and all bids. The successful bidder shall provide a 100% Performance and Payment Bond. Preference for resident bidders shall be given as outlined in KRS 45A.90 to 45A.94. All ADVERTISEMENT FOR BIDS

5 questions during the bidding period shall be submitted to Rachel Hinson, EOP Architects, via All questions shall be submitted no later October 1, 2018 by 1pm. 1.9 NOTIFICATION A. This Advertisement for Bids document is issued by EOP Architects. END OF DOCUMENT ADVERTISEMENT FOR BIDS

6 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 1.1 SCOPE A. The following instructions modify, change, delete from or add to AIA Document A701 - Instructions to Bidders as amended by the Kentucky Department of Education, Division of Facilities Management. Where any article of the Instructions to Bidders is modified or any paragraph, subparagraph or clause thereof is modified or deleted by these Supplementary Instructions to Bidders, the unaltered provisions of that Article, paragraph, subparagraph or clause shall remain in effect. 1.2 ARTICLE 3 BIDDING DOCUMENTS A. Add the following: Bidders are responsible for obtaining bid documents Owner takes seriously the bidder's responsibility to report errors, omissions, discrepancies, contradictions, etc., found in the plans and specifications to the architect. Errors in the architect's documents shall not be cause for an adjustment to the bidder's proposal after bid receipt. 1.3 ARTICLE 4 BIDDING PROCEDURES A. No bid may be withdrawn for a period of sixty (60) calendar days after the date set for the opening of bids. Pricing for bid alternates shall remain effective and available for Owner acceptance by Change Order for a period of 120 calendar days. B. 2-Envelope Bid Submission Procedures: a. Bids must be submitted in the following manner in order to be considered responsive: b. The following items are to be submitted in 2 SEPARATE, SEALED ENVELOPES: i. Bid Bond Not required for this project. ii. Bid Form Properly signed, with completed additional forms to be submitted at time of bid submittal. c. The above separate sealed envelope is to be submitted in 1 SEALED envelope prior to the scheduled time of bid opening. d. All envelopes must be clearly labeled for content on the outside surface. e. Envelopes will be opened in the order listed above and must be complete and responsive before the subsequent envelopes will be opened. C. Any revisions to this process will be addressed by addendum. 1.4 ARTICLE 5 CONSIDERATION OF BIDS 5.2 Incomplete Forms of Proposal or those Forms without bid bond or other required attachments will be returned to the bidder's representative at the bid opening. Owner shall have the right to reject any or all bids. 1.5 ARTICLE 7 PERFORMANCE BOND AND PAYMENT BOND A. At sub-paragraph 7.2.2, revise the last sentence to read: Unless otherwise provided, both bonds shall be written in the amount of the sum of the contract amount plus the total amount of all purchase orders. END OF SECTION SUPPLEMENTARY INSTRUCTIONS TO BIDDERS

7 DOCUMENT BID SUBMITTAL CHECKLIST 1.1 BID INFORMATION A. Bidder:. B. Prime Contract:. C. Project Name: KCTCS System Office Renovation, Mechanical Room Equipment Demolition. D. Project Location: 300 N. Main St., Versailles, KY E. Owner: KCTCS System Office. F. Architect: EOP Architects. G. Architect Project Number: BIDDER'S CHECKLIST A. In an effort to assist the Bidder in properly completing all documentation required, the following checklist is provided for the Bidder's convenience. The Bidder is solely responsible for verifying compliance with bid submittal requirements. B. Attach this completed checklist to the outside of the Submittal envelope. Prepared the Bid Form as required by the Instructions to Bidders. Indicated on the Bid Form the Addenda received. Attached to the Bid Form: Bid Supplement Form - Unit Prices. Attached to the Bid Form: Proposed Schedule of Values Form. Attached to the Bid Form: Bid Bond OR a certified check for the amount required. Bid envelope shows name and address of the Bidder. Bid envelope shows the Bidder's Contractor's License Number. Bid envelope shows name of Project being bid. Bid envelope shows name of Prime Contract being bid, if applicable. Bid envelope shows time and day of Bid Opening. Verified that the Bidder can provide executed Performance Bond and Labor and Material Bond. Verified that the Bidder can provide Certificates of Insurance in the amounts indicated. END OF DOCUMENT BID SUBMITTAL CHECKLIST

8 SECTION SPECIAL CONDITIONS The following "Special Conditions" modify, change, delete from or add to the "General Conditions of the Contract for Construction. Where any Article, Paragraph, Subparagraph or Clause of the General Conditions is modified by these Special Conditions, the unaltered provisions of that Article, Paragraph, Subparagraph or Clause shall remain in effect. INDEX TO SPECIAL CONDITIONS: 1.0 DEFINITIONS 2.0 GENERAL 3.0 ARCHITECT'S STATUS 4.0 ARCHITECT'S WORK PRODUCT 5.0 ADMINISTRATION OF THE CONTRACT 6.0 INDENIFICATION 7.0 CONFLICTS 8.0 VERBAL COMMUNICATIONS 9.0 WORKMANSHIP 10.0 DIMENSIONS 11.0 DIVISION OF SPECIFICATION 12.0 DISPUTES 13.0 ALLOCATION OF WORK 14.0 OWNER'S RIGHT TO STOP THE WORK 15.0 NOTICE AND SERVICE THEREOF 16.0 CODES AND ORDINANCES 17.0 ORDERING MATERIALS 18.0 STORAGE OF MATERIALS 19.0 LAYOUT OF THE WORK 20.0 DAMAGED FACILITIES 21.0 INTERRUPTION OF UTILITIES 22.0 CONTRACTOR COORDINATION 23.0 CONTRACTOR'S RESPONSIBIIITY FOR DEVIATIONS 24.0 TIME OF COMPLETION AND LIQUIDATED DAMAGES SECTION SPECIAL CONDITIONS 1.0 DEFINITIONS: A. The term "Owner" as used throughout these documents means the Kentucky Community and Technical College System (KCTCS). B. The term "Architect" as used throughout these documents means EOP Architects, 201 W. Short Street, Suite 700, Lexington, KY 40507, (859) , ( C. The terms "Plans" and "Drawings" are used interchangeably and are construed to have the same meaning. 2.0 GENERAL: A. These specifications and drawings accompanying them describe the work to be done and the materials to be furnished for KCTCS System Office Renovation, Mechanical Room Equipment Demolition, Versailles, Kentucky. SPECIAL CONDITIONS

9 B. The drawings and specifications are intended to be fully explanatory and supplementary. However, should anything be shown, indicated or specified on one and not the other, it shall be done the same as if shown, indicated or specified in both. C. Should any error or inconsistency appear in the drawings or Specifications, the Contractor, before proceeding with the work, must notify the Architect immediately and in no case proceed with the work in uncertainty or with insufficient drawings. D. The work under this contract does not include any items marked N.I.C. (not in contract) on the drawings. E. The Contractor and each subcontractor shall be responsible for verification of all measurements at the site before ordering any materials or doing any work. No extra charge or compensation shall be allowed due to difference between actual dimensions and dimensions indicated on the drawings. Any such discrepancy in dimension, which may be found, shall be submitted to the Architect for his consideration before the Contractor proceeds with the work in the affected areas. F. Contractors shall follow sizes in specifications or figures on drawings, in preference to scale measurements and follow detail drawings in preference to general drawings. G. Where it is obvious that a drawing illustrates only a part of a given work or of a number of items, the remainder shall be deemed repetitious and so constructed. H. All Contractors, before submitting proposals, shall visit and examine the site as necessary to satisfy themselves as to the nature and scope of required new construction and any difficulties attending the execution of the work as hereinafter specified and as detailed in the drawings. The submission of a proposal will be construed as evidence that a visit and examination have been made. Later claims for labor, equipment, or materials required or difficulties encountered, which could have been foreseen had such an examination been made, will not be recognized. I. The Contractor shall verify and document all lines and levels and be responsible for the proper location of all his work. J. The Contractor shall at all times enforce strict discipline and good order among the Contractor's employees. Any people conducting themselves in an inappropriate manner will be removed from the job site at the request of the Owner, Architect, or their representatives. K. For the duration of the Contract, each Contractor shall maintain all haul roads, access roads, parking lots, and all other work areas free from dust or mud. Industrial-accepted method of dust control suitable for the area involved, such as sprinkling, chemical treatment, or similar methods, will be permitted. All parking areas and roadways are to be kept clean of mud and other debris. No separate payment will be made for dust or mud control. L. Contractor shall not permit fires within or adjacent to the limits of the Project sites and shall be liable for all damage from any fire due directly or indirectly to its own activities or to those activities of its employees or of its subcontractors of any tier or their employees. Contractor shall provide portable fire extinguishers compatible with the hazard of each work area and shall instruct its personnel in their location and use. Wherever welding and burning are conducted, inflammable materials shall be protected and a fire watch shall be provided by Contractor to be present during the burning and welding operation to ensure that protective measures are taken and that no fires result from such operation. The fire watch shall have extinguisher equipment readily available and know-how for proper use. 3.0 ARCHITECT'S STATUS: SPECIAL CONDITIONS

10 A. The Architect is the consultant to the Owner during construction and until final payment. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents, unless otherwise modified by written instrument, which will be shown to the Contractor. The Architect has authority to reject work that does not conform to the Contract Documents. 4.0 ARCHITECT'S WORK PRODUCT: A. The Architect and his retained professional consultant's work product are prepared and produced for the sole and exclusive benefit of the Owner. Any real or inferred benefits to third parties are hereby expressly disclaimed. 5.0 ADMINISTRATION OF THE CONTRACT: A. The Architect is to perform the administrative function of the construction contract. Nothing contained in the contract documents, not any other oral or written agreements, memoranda, or communications shall create any express or implied contractual relationship between the Architect and the Contractor. B. The Architect shall make periodic visits to the work site in accordance with the conditions of his contract with the Owner. The purpose of these visits and observations is to endeavor to guard against defects and deficiencies, not to supervise the Contractor's work. C. The Architect makes no express or implied representations of guaranteeing the Contractor's work. D. The Architect is not a specialist in construction methods, techniques, sequences or procedures and therefore expressly assumes no responsibility for the construction operations and safety program. E. The Architect will review all applications for payment by the Contractor, including final payment and make recommendations to the Owner. F. The Architect will receive from the Contractor and review all Shop Drawings, Product Data, and Samples. G. The Contractor will maintain at the Project site a record copy of Drawings, Specifications, Addenda, Change Orders and other modifications pertaining to the Project, in good order and marked currently to record all changes made during construction, and approved Shop Drawings, Product Data and Samples. These shall be available to the Architect, Engineer and Owner upon request. 6.0 INDEMNIFICATION: A. The Contractor shall hold harmless and indemnify the Architect and/or his employees, officers, agents, and consultants from all claims, loss, damage, actions, causes of actions, expenses and/or liability resulting from, brought for, or an account of any personal injury or property damage received or sustained by any person, persons, (including third parties), or any property growing out of, occurring, or attributable to any work performed under or related to this contract, resulting in whole or in part from the negligence of the Contractor, any Subcontractor, any employee, agent or representative. 7.0 CONFLICTS: A. If there is any conflict in the General Conditions with the Special Conditions, the Special Conditions SPECIAL CONDITIONS

11 shall govern. B. Precedence of Documents: (see General Conditions) 8.0 VERBAL COMMUNICATIONS: A. No verbal agreement or conversation with any officer, representative, agent or employee of Owner, Architect, or Engineer, either before or after execution of this contract, shall affect or modify terms or obligations herein contained. 9.0 WORKMANSHIP: A. The Workmanship shall be of the highest quality, in every respect, as usually recognized in the building industry. Poor or inferior workmanship (as determined by the Architect, Engineers, or inspecting authorities) is to be removed and replaced to conform to the highest quality standards of the trades concerned, or otherwise corrected DIMENSIONS: A. The drawing dimensions shall have precedence over scaled measurements and details over general drawings. B. Figured dimensions on the drawings are reasonably accurate and should govern in setting out the work. However, should the Contractor discover discrepancies or inaccuracies, it shall be the Contractor's responsibility to bring them to the attention of the Architect before making any changes. Changes shall be made only with the approval of the Architect DIVISION OF SPECIFICATIONS: A. Division of Specifications into sections and the use of specification section numbers in the drawing notation system is done for convenience of reference and is not intended to control contractors in dividing work among subcontractors or to limit scope of work performed by any trade under any given section DISPUTES: A. Contractor is hereby put on notice that it is his contractual obligations to adjust differences between his several subcontractors. Attempts to have the Architect and/or Owner settle disputes between the Contractor and/or subcontractors, will not be given consideration ALLOCATION OF WORK: A. The Contract Documents make no attempt to allocate the distribution of work even where certain materials are specified under specific sections or headings. It shall be the responsibility of the Contractor to allocate such work under the proper subcontractor as determined by the Contractor OWNER'S RIGHT TO STOP THE WORK: A. If the Contractor fails to correct defective work or persistently fails to supply materials or equipment in accordance with the Contract Documents, the Owner may order the Contractor to stop the work, SPECIAL CONDITIONS

12 or any portion thereof, until the cause for such order has been eliminated NOTICE AND SERVICE THEREOF: A. Any notice to any Contractor from the owner relative to any part of this contract shall be in writing and considered delivered and the service thereof completed, when said notice is posted, by registered mail, to the said Contractor at his last address, or delivered in person to said Contractor or his authorized representative on the work CODES AND ORDINANCES: A. All branches of the work shown on the plans or specified, whether specifically mentioned or not, shall be executed in strict compliance with all local or state regulations and codes, sand shall be in compliance with all National Codes, when same have jurisdiction ORDERING MATERIALS: A. Immediately following award of contract for this work, Contractor shall determine source of supply for all materials and length of time required for their delivery, including materials of subcontractors, and order shall be placed for such materials promptly. B. If, for any reasons, any item specified will not be available when needed and Contractor can show that he has made a reasonable persistent effort to obtain items in question, the Architect is to be notified in writing within twenty-one (21) days after the Contract is signed, and he will either determine source of supply or arrange with the Owner for appropriate substitution within terms of Contract; otherwise, the Contractor will not be excused for delays in securing material specified and will be held accountable if completion of building is thereby delayed STORAGE OF MATERIALS: A. The Contractor providing materials and equipment shall be responsible for the proper and adequate storage of his materials and equipment, and for the removal of same upon completion of work. Storage of materials at the site shall be confined to areas within the Contract Limits, and the Contractor's designated parking area if necessary LAYOUT OF THE WORK: A. Each Contractor shall lay out the work and be responsible for all lines, levels and measurements of all work executed under this Contract; he shall verify the figures before laying out the work and will be held responsible for any error resulting from his failure to do so. B. The Contractor shall be prepared to guarantee each of his subcontractors the dimensions, which they may require for the layout and fitting of their work to the surrounding work DAMAGED FACILITIES: A. The Contractor shall repair and/or replace, at no expense to the owner, any sections of existing roads, drives, streets, sidewalks, curbs, utilities, buildings and other structures damaged by reason of work performed under this Contract or incidental thereto, whether by his own forces or by his subcontractors or by his material suppliers INTERRUPTION OF UTILITIES: SPECIAL CONDITIONS

13 A. Do not interrupt existing utilities serving facilities occupied and used by the Owner or others, except when permitted in writing by the Architect, and then only after temporary utility services have been provided CONTRACTOR COORDINATION: A. The Contractor and all subcontractors shall cooperate and coordinate their work to expedite the progress of the project. All subcontractors shall review and refer to the drawings and specifications of other trades involved with their particular work before proceeding. Any work installed that conflicts with another trade and had not been brought to the attention of the Architect prior to installation shall be removed at no additional expense to the Owner CONTRACTOR'S RESPONSIBILITY FOR DEVIATIONS: A. Plans and specifications for this project are shown and specified around non-proprietary structural, architectural, mechanical and electrical entities, diagrams and devices for each item. The mention of acceptable bidder does not necessarily imply that their particular "standard" product is totally adaptable to all details shown. Therefore, the cost of deviations, extensions or adjustments required for low Bidder's product must be included in the Contractor's bid. The contractor may submit alternate products for approval to the owner/architect that meet the requirements of the specification other than those brands specifically listed. The Contractor shall be responsible for submitting all pertinent product data for approval and the decision of the owner/architect s decision shall be final TIME OF COMPLETION AND LIQUIDATED DAMAGES: A. Completion: The project shall be scheduled, managed and constructed such that Project Substantial Completion for construction is 45 calendar days after issuance of the Owner s notice to proceed. The project will then achieve Final Completion within 30 calendar days after Project Substantial Completion. The total construction duration from the Owner s notice to proceed to Project Final Completion shall not exceed the time listed unless time is added to the construction contract for just cause. B. The Contractor and the Contractor s surety shall be liable for and shall pay the Owner the sum of five hundred dollars ($500.00) per day as liquidated damages for each calendar day of delay until the Work is substantially complete. The Contractor is allotted 30 days to execute Final Completion. If Final Completion is not achieved within 30 days, then the Contractor and Surety Company shall be liable for charges of five hundred dollars ($500.00) per calendar day until Final Completion is approved by Owner and Architect. END OF SECTION SPECIAL CONDITIONS

14 SECTION SUMMARY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Project information. 2. Work covered by Contract Documents. 3. Access to site. 4. Work restrictions. 5. Specification and drawing conventions. 6. Miscellaneous provisions. B. Related Requirements: 1. Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. 1.3 PROJECT INFORMATION A. Project Identification: KCTCS System Office Renovation Mechanical Room Equipment Demolish. 1. Project Location: 300 N. Main St., Versailles, KY B. Owner: KCTCS. 1. Owner's Representative: Ken Marks, System Director. C. Architect: EOP Architects. D. Architect's Consultants: The Architect has retained the following design professionals who have prepared designated portions of the Contract Documents: 1. MEP Engineers: CMTA Consulting Engineers, Greg Carter E. The Work of Project is defined by the Contract Documents and consists of the following: 1. The Work encompasses demolition of all existing unused mechanical room equipment with in the existing Mechanical Room. F. Type of Contract: SUMMARY

15 1. Project will be constructed under a single prime contract. 1.4 ACCESS TO SITE A. General: Contractor shall have full use of Project site for demolition operations as indicated on drawings by the Contract Limits and as indicated by requirements of this section. 1. Limits: Confine demolition operations to boundaries of the Owner s property. 2. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule delivery of dumpster to minimize space and time requirements for removal of demolished equipment on-site. b. Owner will require access to existing parking and loading dock areas at all times. B. Condition of Existing Building: Maintain portions of existing building affected by demolition operations in an organized and clean condition throughout demolition period. Repair damage caused by demolition operations in such a manner as to be indistinguishable from undisturbed existing conditions. 1.5 WORK RESTRICTIONS A. Work Restrictions, General: Comply with restrictions on construction operations. 1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction. B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 1. 5:00 p.m. to 7:00 a.m., Monday through Friday and/or weekends. C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated: 1. Notify Architect and Owner not less than two days in advance of proposed utility interruptions, if applicable. D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner. 1. Notify Architect and Owner not less than two days in advance of proposed disruptive operations. E. Controlled Substances: Use of tobacco products and other controlled substances within the existing building or on Project site is not permitted. F. Employee Screening: Comply with Owner s requirements for drug screening & sex offender background checks of Contractor s personnel working on Project Site. 1. Maintain list of approved screened personnel with Owner s representative. SUMMARY

16 1.6 SPECIFICATION AND DRAWING CONVENTIONS A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. 2. Specification requirements are to be performed by Contractor unless specifically stated otherwise. B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications. C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products: 1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections. 2. Abbreviations: Materials and products are identified by abbreviations scheduled on Drawings. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION SUMMARY

17 SECTION 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 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for handling and processing Contract modifications. 1.3 MINOR CHANGES IN THE WORK A. Architect will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710, "Architect's Supplemental Instructions". 1.4 PROPOSAL REQUESTS 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. 1. Work Change Proposal Requests issued by Architect are not instructions either to stop work in progress or to execute the proposed change. 2. Within time specified in Proposal Request or 10 business days, when not otherwise specified, after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. 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. CONTRACT MODIFICATION PROCEDURES

18 1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time. 2. 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. 3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. 4. Include costs of labor and supervision directly attributable to the change. 5. 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. 6. Proposal Request Form: Use CSI Form 13.6A, Change Order Request (Proposal) with attachments CSI Form 13.6D, "Proposal Worksheet Summary," and Form 13.6C, "Proposal Worksheet Detail". 1.5 CHANGE ORDER PROCEDURES A. On Owner's approval of a Work Changes Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor on AIA Document G CONSTRUCTION CHANGE DIRECTIVE A. Construction Change Directive: Architect may issue a Construction Change Directive on AIA Document G714. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. 1. 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. 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 CONTRACT MODIFICATION PROCEDURES

19 SECTION PAYMENT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment. B. Related Requirements: 1. Section "Contract Modification Procedures" for administrative procedures for handling changes to the Contract. 2. Section "Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction schedule. 1.3 APPLICATIONS FOR PAYMENT A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. 1. No payment will be given for work that is not completed correctly per the contract documents. 2. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements. B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction work covered by each Application for Payment is the period indicated in the Agreement. 1. Submit draft copy of Application for Payment seven days prior to due date for review by Architect. C. Application for Payment Forms: Use AIA Document G702 and AIA Document G703. D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action. 1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules if revisions were made. 2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment. PAYMENT PROCEDURES

20 3. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application. E. Transmittal: Submit three signed and notarized original copies of each Application for Payment to Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required. 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application. F. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from entities lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment. 1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item. 2. When an application shows completion of an item, submit conditional final or full waivers. 3. Owner reserves the right to designate which entities involved in the Work must submit waivers. 4. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner. G. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following: 1. List of subcontractors. 2. Contractor's construction schedule (preliminary if not final). 3. Submittal schedule (preliminary if not final). 4. List of Contractor's staff assignments. 5. List of Contractor's principal consultants. 6. Copies of building permits. 7. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work. 8. Initial progress report. 9. Report of preconstruction conference. 10. Certificates of insurance and insurance policies. 11. Performance and payment bonds. 12. Data needed to acquire Owner's insurance. H. Application for Payment at Substantial Completion: After Architect issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete. 1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. 2. This application shall reflect Certificate(s) of Substantial Completion issued previously for Owner occupancy of designated portions of the Work. I. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Evidence of completion of Project closeout requirements. 2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid. 3. Updated final statement, accounting for final changes to the Contract Sum. PAYMENT PROCEDURES

21 4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims." 5. AIA Document G706A, "Contractor's Affidavit of Release of Liens." 6. AIA Document G707, "Consent of Surety to Final Payment." 7. Evidence that claims have been settled. 8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work. 9. Final liquidated damages settlement statement. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION PAYMENT PROCEDURES

22 SECTION PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 1. General coordination procedures. 2. Coordination drawings. 3. Requests for Information (RFIs). 4. Project Web site. 5. Project meetings. B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor. C. Related Requirements: 1. Section "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule. 2. Section "Execution" for procedures for coordinating general installation and fieldengineering services, including establishment of benchmarks and control points. 3. Section "Closeout Procedures" for coordinating closeout of the Contract. 1.3 DEFINITIONS A. RFI: Request from Owner, Architect, or Contractor seeking information required by or clarifications of the Contract Documents. 1.4 INFORMATIONAL SUBMITTALS A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form: 1. Name, address, and telephone number of entity performing subcontract or supplying products. 2. Number and title of related Specification Section(s) covered by subcontract. 3. Drawing number and detail references, as appropriate, covered by subcontract. PROJECT MANAGEMENT AND COORDINATION

23 B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project. 1. Post copies of list in project meeting room, in temporary field office, on Project Website and by each temporary telephone. Keep list current at all times. 1.5 GENERAL COORDINATION PROCEDURES A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. 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 to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of Contractor's construction schedule. 2. Installation and removal of temporary facilities and controls. 3. Progress meetings. 4. Preinstallation conferences. 5. Project closeout activities. D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste. 1.6 REQUESTS FOR INFORMATION (RFIs) A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified. 1. Architect will return RFIs submitted to Architect by other entities controlled by Contractor with no response. PROJECT MANAGEMENT AND COORDINATION

24 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following: 1. Project name. 2. Project number. 3. Date. 4. Name of Contractor. 5. Name of Architect. 6. RFI number, numbered sequentially. 7. RFI subject. 8. Specification Section number and title and related paragraphs, as appropriate. 9. Drawing number and detail references, as appropriate. 10. Field dimensions and conditions, as appropriate. 11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI. 12. Contractor's signature. 13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation. a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches. C. RFI Forms: AIA Document G Attachments shall be electronic files in Adobe Acrobat PDF format. D. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow seven working days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be considered as received the following working day. 1. The following Contractor-generated RFIs will be returned without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. c. Requests for approval of Contractor's means and methods. d. Requests for coordination information already indicated in the Contract Documents. e. Requests for adjustments in the Contract Time or the Contract Sum. f. Requests for interpretation of Architect's actions on submittals. g. Incomplete RFIs or inaccurately prepared RFIs. 2. Architect's action may include a request for additional information, in which case Architect's time for response will date from time of receipt of additional information. 3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Section "Contract Modification Procedures." a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Architect in writing within 10 days of receipt of the RFI response. PROJECT MANAGEMENT AND COORDINATION

25 E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log monthly. Use CSI Log Form 13.2B. Log shall include the following: 1. Project name. 2. Name and address of Contractor. 3. Name and address of Architect. 4. RFI number including RFIs that were returned without action or withdrawn. 5. RFI description. 6. Date the RFI was submitted. 7. Date Architect's response was received. F. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within seven days if Contractor disagrees with response. 1. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate. 2. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate. 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 of each meeting. Notify Owner and Architect of scheduled meeting dates and times. 2. Agenda: Architect will prepare the meeting agenda and distribute the agenda to all invited attendees. 3. Minutes: Unless note otherwise below, the Architect will be responsible for conducting the project meeting and will record significant discussions or agreements achieved. Minutes will be distributed by the responsible entity defined to everyone concerned, including Owner and General Contractor within three days of the meeting. B. Pre-demolition Conference: Schedule and conduct a pre-demolition conference before starting demolition, at a time convenient to Owner and Architect, but no later than 7 days after execution of the Agreement. 1. Architect will conduct the conference to review responsibilities and personnel assignments. 2. Attendees: Authorized representatives of Owner and consultants; Contractor and its superintendent; major subcontractors; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 3. Agenda: Discuss items of significance that could affect progress, including the following: a. Tentative construction schedule. b. Phasing. c. Critical work sequencing d. Designation of key personnel and their duties. e. Lines of communications. f. Procedures for processing field decisions and Change Orders. g. Procedures for RFIs. PROJECT MANAGEMENT AND COORDINATION

26 h. Procedures for processing Applications for Payment. i. Distribution of the Contract Documents. j. Use of the premises. k. Work restrictions. l. Working hours. m. Owner's occupancy requirements. n. Responsibility for temporary facilities and controls. o. Procedures for disruptions and shutdowns. p. Construction waste management. q. Parking availability. r. Office, work, and storage areas. s. Equipment deliveries and priorities. t. First aid. u. Security. v. Progress cleaning. 4. Minutes: Architect will record and distribute meeting minutes. C. Progress Meetings: Conduct progress meetings at monthly intervals. 1. Coordinate dates of meetings with preparation of payment requests. 2. Attendees: In addition to representatives of Owner, Owner's Commissioning Authority 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 meeting shall be familiar with Project and authorized to conclude matters relating to the Work. 3. 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 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. 1) Review schedule for next period. b. Review present and future needs of each entity present, including the following: 1) Interface requirements. 2) Sequence of operations. 3) Deliveries. 4) Access. 5) Site utilization. 6) Temporary facilities and controls. 7) Progress cleaning. 8) Quality and work standards. 9) Status of correction of deficient items. 10) Field observations. 11) Status of RFIs. 12) Status of proposal requests. 13) Pending changes. 14) Status of Change Orders. 15) Pending claims and disputes. PROJECT MANAGEMENT AND COORDINATION

27 16) Documentation of information for payment requests. 4. Minutes: The Architect shall be responsible for conducting the meeting. Architect will record and distribute the meeting minutes to each party present and to parties requiring information. a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION PROJECT MANAGEMENT AND COORDINATION

28 SECTION PHOTOGRAPHIC DOCUMENTATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for the following: 1. Pre-construction photographs. 2. Periodic construction photographs. 3. Final completion construction photographs. B. Related Requirements: 1. Section "Closeout Procedures" for submitting photographic documentation as project record documents at Project closeout. 2. Section "Selective Structure Demolition" for photographic documentation before selective demolition operations commence. 1.3 INFORMATIONAL SUBMITTALS A. Digital Photographs: Submit image files within three days of taking photographs. 1. Digital Camera: Minimum sensor resolution of 8 megapixels. 2. Format: Minimum 3200 by 2400 pixels, in unaltered original files, with same aspect ratio as the sensor, uncropped, date and time stamped, in folder named by date of photograph, accompanied by key plan file. PART 2 - PRODUCTS 2.1 PHOTOGRAPHIC MEDIA A. Digital Images: Provide images in JPG format, produced by a digital camera with minimum sensor size of 8 megapixels, and at an image resolution of not less than 3200 by 2400 pixels. PART 3 - EXECUTION 3.1 CONSTRUCTION PHOTOGRAPHS A. General: Take photographs using the maximum range of depth of field, and that are in focus, to clearly show the Work. Photographs with blurry or out-of-focus areas will not be accepted. PHOTOGRAPHIC DOCUMENTATION

29 B. Digital Images: Submit digital images exactly as originally recorded in the digital camera, without alteration, manipulation, editing, or modifications using image-editing software. 1. Date and Time: Include date and time in file name for each image. 2. Field Office Images: Maintain one set of images accessible in the field office at Project site, available at all times for reference. Identify images in the same manner as those submitted to Architect. C. Preconstruction Photographs: Before commencement of excavation, take photographs of Project site and surrounding properties, including existing items to remain during construction, from different vantage points. 1. Take photographs to show existing conditions adjacent to property before starting the Work. 2. Take photographs of existing buildings either on or adjoining property to accurately record physical conditions at start of construction. 3. Take additional photographs as required to record settlement or cracking of adjacent structures, pavements, and improvements. D. Periodic Construction Photographs: Take photographs monthly, coinciding with the cutoff date associated with each Application for Payment. Select vantage points to show status of construction and progress since last photographs were taken. E. Final Completion Construction Photographs: Take color photographs after date of Substantial Completion for submission as project record documents. END OF SECTION PHOTOGRAPHIC DOCUMENTATION

30 SECTION 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 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities. 1.3 USE CHARGES A. General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities to use temporary services and facilities without cost, including, but not limited to, Owner's representatives, Architect, testing agencies, and authorities having jurisdiction. B. Sewer Service: Provided by owner, if applicable. C. Water Service: Provided by owner. D. Electric Power Service: Provided by owner. 1.4 INFORMATIONAL SUBMITTALS A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for construction personnel. B. Fire-Safety Program: Show compliance with requirements of NFPA 241 and authorities having jurisdiction. Indicate Contractor personnel responsible for management of fire-prevention program. C. Dust and HVAC Control Plan: Submit coordination drawing and narrative that indicates the dust 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. HVAC system isolation schematic drawing. 2. Location of proposed air-filtration system discharge. 3. Waste handling procedures. 4. Other dust-control measures. TEMPORARY FACILITIES AND CONTROLS

31 1.5 QUALITY ASSURANCE A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. C. Accessible Temporary Egress: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines and ICC/ANSI A PROJECT CONDITIONS A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities. PART 2 - PRODUCTS 2.1 EQUIPMENT A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. B. HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, provide vented, self-contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control. 1. Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating units is prohibited. 2. Permanent HVAC System: Owner does not authorize the use of the permanent HVAC system for temporary use during construction. PART 3 - EXECUTION 3.1 TEMPORARY UTILITY INSTALLATION A. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. 3.2 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities. TEMPORARY FACILITIES AND CONTROLS

32 B. 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. C. Temporary Egress: Maintain temporary egress from existing occupied facilities as required by authorities having jurisdiction. D. Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241; manage fire-prevention program. 1. Prohibit smoking anywhere on site. 2. Develop and supervise an overall fire-prevention and -protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information. END OF SECTION TEMPORARY FACILITIES AND CONTROLS

33 SECTION EXECUTION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes general administrative and procedural requirements governing execution of the Work including, but not limited to, the following: 1. Cutting and patching. 2. Progress cleaning. B. Related Requirements: 1. Section "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of Owner-accepted deviations from indicated lines and levels, and final cleaning. 2. Section "Selective Demolition" for demolition and removal of selected portions of the building. 3. Section "Penetration Firestopping" for patching penetrations in fire-rated construction. 1.3 DEFINITIONS A. Cutting: Removal of in-place construction necessary to permit installation or performance of other work. B. Patching: Fitting and repair work required to restore construction to original conditions after installation of other work. 1.4 INFORMATIONAL SUBMITTALS A. Cutting and Patching Plan: Submit plan describing procedures at least 10 days prior to the time cutting and patching will be performed. Include the following information: 1. Extent: Describe reason for and extent of each occurrence of cutting and patching. 2. Changes to In-Place Construction: Describe anticipated results. Include changes in building appearance and other significant visual elements. 3. Products: List products to be used for patching and firms or entities that will perform patching work. 4. Dates: Indicate when cutting and patching will be performed. EXECUTION

34 1.5 QUALITY ASSURANCE A. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements. 1. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. Operational elements include the following: a. Primary operational systems and equipment. b. Fire separation assemblies. c. Air or smoke barriers. d. Fire-suppression systems. e. Mechanical systems piping and ducts. f. Control systems. g. Communication systems. h. Fire-detection and -alarm systems. i. Conveying systems. j. Electrical wiring systems. k. Operating systems of special construction. 2. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. Other construction elements include but are not limited to the following: a. Water, moisture, or vapor barriers. b. Membranes and flashings. c. Exterior curtain-wall construction. d. Sprayed fire-resistive material. e. Equipment supports. f. Piping, ductwork, vessels, and equipment. g. Noise- and vibration-control elements and systems. 3. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. B. Pre-demolition Conference: Before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. PART 2 - PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other Sections. EXECUTION

35 PART 3 - EXECUTION 3.1 INSTALLATION A. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. B. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. C. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 3.2 CUTTING AND PATCHING A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties. C. Temporary Support: Provide temporary support of work to be cut. D. 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. E. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize interruption to occupied areas. F. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill. 4. Excavating and Backfilling: Comply with requirements in applicable Sections where required by cutting and patching operations. 5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 6. Proceed with patching after construction operations requiring cutting are complete. EXECUTION

36 G. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable. Provide materials and comply with installation requirements specified in other Sections, where applicable. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation. 2. Firestop all locations were demolition removes any item through an existing fire rated wall. H. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces. 3.3 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully. 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. 2. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F (27 deg C). 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. a. Use containers intended for holding waste materials of type to be stored. 4. Coordinate progress cleaning for joint-use areas where Contractor and other contractors are working concurrently. B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate. D. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. E. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials down sewers or into waterways. F. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. G. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. EXECUTION

37 H. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 3.4 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. B. Comply with manufacturer's written instructions for temperature and relative humidity. END OF SECTION EXECUTION

38 SECTION DEMOLITION WASTE DISPOSAL PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for the following: 1. Disposing of nonhazardous demolition and construction waste. B. Related Requirements: 1. Section "Selective Demolition" for disposition of waste resulting from partial demolition of buildings, structures, and site improvements. 1.3 DEFINITIONS A. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations. B. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction. 1.4 PERFORMANCE REQUIREMENTS A. General: Achieve end-of-project rates for salvage/recycling of 50 percent by weight of total nonhazardous solid waste generated by the Work. Practice efficient waste management in the use of materials in the course of the Work. Use all reasonable means to divert construction and demolition waste from landfills and incinerators. Facilitate recycling and salvage of materials, including the following: 1. Demolition Waste: a. Equipment. b. Piping. c. Supports and hangers. d. Valves. e. Mechanical equipment. f. Refrigerants. g. Electrical conduit. h. Copper wiring. i. Electrical devices. j. Switchgear and panelboards. k. Transformers. DEMOLITION WASTE DISPOSAL

39 1.5 QUALITY ASSURANCE A. Regulatory Requirements: Comply with hauling and disposal regulations of authorities having jurisdiction. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 DISPOSAL OF WASTE A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction. 1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn waste materials. C. Disposal: Remove waste materials from Owner's property and legally dispose of them. END OF SECTION DEMOLITION WASTE DISPOSAL

40 SECTION CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 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. 2. Final completion procedures. 3. Final cleaning. 4. Repair of the Work. B. Related Requirements: 1. Section "Photographic Documentation" for submitting final completion construction photographic documentation. 2. Section "Execution" for progress cleaning of Project site. 1.3 ACTION SUBMITTALS A. Product Data: For cleaning agents. B. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion. C. Certified List of Incomplete Items: Final submittal at Final Completion. 1.4 CLOSEOUT SUBMITTALS A. Certificates of Release: From authorities having jurisdiction. B. Certificate of Insurance: For continuing coverage. C. Field Report: For pest control inspection. 1.5 SUBSTANTIAL COMPLETION PROCEDURES A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and corrected (Contractor's punch list), indicating the value of each item on the list and reasons why the Work is incomplete. CLOSEOUT PROCEDURES

41 B. Submittals Prior to Substantial Completion: Complete the following a minimum of 5 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request. 1. Submit closeout submittals specified in other Division 01 Sections, including final completion construction photographic documentation, damage or settlement surveys, and similar final record information. C. Procedures Prior to Substantial Completion: Complete the following a minimum of 5 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request. 1. Complete final cleaning requirements, including touchup painting. 2. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. D. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 10 days prior to date the work will be completed and ready for final inspection and tests. 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. Re-inspection: Request re-inspection when the Work identified in previous inspections as incomplete is completed or corrected. 2. Results of completed inspection will form the basis of requirements for final completion. 1.6 FINAL COMPLETION PROCEDURES A. Submittals Prior to Final Completion: Before requesting final inspection for determining final completion, complete the following: 1. Submit a final Application for Payment according to Section "Payment Procedures." 2. Certified List of Incomplete Items: 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 for acceptance. 3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with insurance requirements. B. Inspection: Submit a written request for final inspection to determine acceptance a minimum of 10 days prior to date the work will be completed and ready for final inspection and tests. 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. 1. Re-inspection: Request re-inspection when the Work identified in previous inspections as incomplete is completed or corrected. CLOSEOUT PROCEDURES

42 1.7 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. 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. MS Excel electronic file. Architect will return annotated file. 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 comply with Green Seal's GS-37, or if GS-37 is not applicable, use products that comply with the California Code of Regulations maximum allowable VOC levels. 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. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a designated portion of Project: CLOSEOUT PROCEDURES

43 a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. c. Remove tools, construction equipment, machinery, and surplus material from Project site. d. Clean exposed interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. e. Remove labels that are not permanent. f. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. g. Leave Project clean and ready for occupancy. 3.2 REPAIR OF THE WORK A. Complete repair and restoration operations before requesting inspection for determination of Substantial Completion. END OF SECTION CLOSEOUT PROCEDURES

44 SECTION SELECTIVE DEMOLITION 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. 1.2 SUMMARY A. Section Includes: 1. Demolition and removal of selected portions of building s mechanical equipment and abandoned piping. 1.3 DEFINITIONS A. Remove: Detach items from existing construction and dispose of them off-site. B. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled. 1.4 MATERIALS OWNERSHIP A. Unless otherwise indicated, demolition waste becomes property of Contractor. 1.5 PREDEMOLITION MEETINGS A. Predemolition Conference: Conduct conference at the project site. 1. Inspect and discuss condition of construction to be selectively demolished. 2. Review structural load limitations of existing structure. 3. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays. 4. Review areas where existing construction is to remain and requires protection. 1.6 INFORMATIONAL SUBMITTALS A. Schedule of Selective Demolition Activities: Indicate the following: 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's on-site operations are uninterrupted. SELECTIVE DEMOLITION

45 2. Coordination for shutoff, capping, and continuation of utility services. 3. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work. B. Predemolition Photographs or Video: Show existing conditions of adjoining construction, including finish surfaces, that might be misconstrued as damage caused by demolition operations. 1.7 FIELD CONDITIONS A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. E. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. 1. Maintain fire-protection facilities in service during selective demolition operations. 1.8 COORDINATION A. Arrange selective demolition schedule so as not to interfere with Owner's operations. B. All noisy operations shall occur after 5:00 PM. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. SELECTIVE DEMOLITION

46 PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and are no longer active before demolition. B. Review Project Record Documents of existing construction or other existing condition provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents. C. Perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations. 1. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. D. Verify that hazardous materials have been remediated before proceeding with building demolition operations. E. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs or video. 1. Inventory and record the condition of items to be removed and salvaged. Provide photographs or video of conditions that might be misconstrued as damage caused by salvage operations. 3.2 MECHANICAL/ELECTRICAL SYSTEMS A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage. B. Existing Services/Systems to Be Removed: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished. 1. Owner will paint equipment and piping that required to be removed red. 2. Arrange to shut off utilities with utility companies. 3. Disconnect, demolish, and remove HVAC systems, equipment, and components indicated on Drawings to be removed. a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material. b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place. c. Equipment to Be Removed: Disconnect and remove equipment. 3.3 PROTECTION A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. SELECTIVE DEMOLITION

47 1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. 2. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations. 3. Provide dust control barriers to prevent dust from entering adjacent spaces and equipment that will remain. 3.4 SELECTIVE DEMOLITION, GENERAL A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Cutting torches shall not be used. 2. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 3. Dispose of demolished items and materials promptly. B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. 3.5 DISPOSAL OF DEMOLISHED MATERIALS A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction. 1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn demolished materials. 3.6 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. END OF SECTION SELECTIVE DEMOLITION

48 SECTION FIRESTOPPING 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. 1.2 SUMMARY 1.3 Firestopping: Material or combination of materials used to retain integrity of fire-rated construction by maintaining an effective barrier against the spread of flame, smoke, and hot gases through penetrations in, or construction joints between, fire rated wall and floor assemblies. 1.4 PERFORMANCE REQUIREMENTS A. Only tested firestop systems shall be used in specific locations as follows: 1. Penetrations for the passage of duct, cable, cable tray, conduit, piping, electrical busways and raceways through fire-rated vertical barriers (walls and partitions), horizontal barriers (floor/ceiling assemblies), and vertical service shaft walls and partitions. 2. Safing slot gaps between edge of floor slabs and curtain walls. 3. Openings between structurally separate sections of wall or floors. 4. Gaps between the top of walls and ceilings or roof assemblies. 5. Expansion joints in walls and floors. 6. Openings and penetrations in fire-rated partitions or walls containing fire doors. 7. Openings around structural members which penetrate floors or walls. B. General: For penetrations through the following fire-resistance-rated constructions, including both empty openings and openings containing penetrating items, provide through-penetration firestop systems that are produced and installed to resist spread of fire according to requirements indicated, resist passage of smoke and other gases, and maintain original fireresistance rating of construction penetrated. 1. Fire-resistance-rated walls including fire walls, fire partitions, fire barriers and smoke barriers. 2. Fire-resistance-rated horizontal assemblies including floors, floor/ceiling assemblies and ceiling membranes of roof/ceiling assemblies. C. Rated Systems: Provide through-penetration firestop systems with the following ratings determined per ASTM E 814 : 1. F-Rated Systems: Provide through-penetration firestop systems with F-ratings indicated, but not less than that equaling or exceeding fire-resistance rating of constructions penetrated. 2. T-Rated Systems: For the following conditions, provide through-penetration firestop systems with T-ratings indicated, as well as F-ratings, where systems protect penetrating items exposed to potential contact with adjacent materials in occupiable floor areas: a. Penetrations located outside wall cavities. b. Penetrations located outside fire-resistance-rated shaft enclosures. FIRESTOPPING

49 D. For through-penetration firestop systems exposed to view, traffic, moisture, and physical damage, provide products that, after curing, do not deteriorate when exposed to these conditions both during and after construction. 1. For piping penetrations for plumbing and wet-pipe sprinkler systems, provide moistureresistant through-penetration firestop systems. 2. For floor penetrations with annular spaces exceeding 4 inches in width and exposed to possible loading and traffic, provide firestop systems capable of supporting floor loads involved, either by installing floor plates or by other means. 3. For penetrations involving insulated piping, provide through-penetration firestop systems not requiring removal of insulation. E. For through-penetration firestop systems exposed to view, provide products with flame-spread and smoke-developed indexes of less than 25 and 450, respectively, as determined per ASTM E SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: For each through-penetration, construction joint, edge of slab or curtain wall condition, openings between structurally separate sections of wall or floors, gaps between the top of walls and ceilings or roof assemblies and openings around structural members which penetrate floors and walls provide a firestop system, show each type of construction condition penetrated, relationships to adjoining construction and type of penetrating item. Include firestop design designation of qualified testing and inspecting agency that evidences compliance with requirements for each condition indicated. 1. Submit documentation, including illustrations, from a qualified testing and inspecting agency that is applicable to each through-penetration firestop system configuration for construction and penetrating items. 2. Where Project conditions require modification to a qualified testing and inspecting agency's illustration for a particular through-penetration firestop condition, submit illustration, with modifications marked, approved by through-penetration firestop system manufacturer's fire-protection engineer as an engineering judgment or equivalent fireresistance-rated assembly. C. Through-Penetration Firestop System Schedule: Indicate locations of each through-penetration firestop system, along with the following information: 1. Types of penetrating items. 2. Types of constructions penetrated, including fire-resistance ratings and, where applicable, thicknesses of construction penetrated. 3. Through-penetration firestop systems for each location identified by firestop design designation of qualified testing and inspecting agency. D. Qualification Data: For Installer. E. Product Test Reports: From a qualified testing agency indicating through-penetration firestop system complies with requirements, based on comprehensive testing of current products. 1.6 QUALITY ASSURANCE A. Training: A manufacturer s direct representative (not distributor or agent) shall be on-site during initial installation of firestop systems to train appropriate contractor personnel in proper selection FIRESTOPPING

50 and installation procedures. This will be done per manufacturer s written recommendations published in their literature and drawing details. B. Installer Qualifications: A firm that has been approved by FMG according to FM 4991, UL approved Contractor or "Approval of Firestop Contractors." C. Installer Qualifications: A firm experienced in installing through-penetration firestop systems similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful performance. Qualifications include having the necessary experience, staff, and training to install manufacturer's products per specified requirements. Manufacturer's willingness to sell its through-penetration firestop system products to Contractor or to Installer engaged by Contractor does not in itself confer qualification on buyer. D. Installation Responsibility: Assign installation of through-penetration firestop systems and fireresistive joint systems in Project to a single qualified installer. E. Source Limitations: Obtain through-penetration firestop systems, for each kind of penetration and construction condition indicated, through one source from a single manufacturer. F. Firestop System installation must meet requirements of ASTM E 814, UL 1479 or UL 2079 tested assemblies that provide a fire rating equal to that of construction being penetrated. G. Proposed firestop materials and methods shall conform to applicable governing codes having local jurisdiction. H. Fire-Test-Response Characteristics: Provide through-penetration firestop systems that comply with the following requirements and those specified in Part 1 "Performance Requirements" Article: 1. Firestopping tests are performed by a qualified testing and inspecting agency. A qualified testing and inspecting agency is UL or another agency performing testing and follow-up inspection services for firestop systems acceptable to authorities having jurisdiction. 2. Through-penetration firestop systems are identical to those tested per testing standard referenced in "Part 1 Performance Requirements" Article. Provide rated systems complying with the following requirements: a. Through-penetration firestop system products bear classification marking of qualified testing and inspecting agency. b. Through-penetration firestop systems correspond to those indicated by reference to through-penetration firestop system designations listed by the following: 1) UL in its "Fire Resistance Directory." 2) OPL in its "Directory of Listed Building Products, Materials, & Assemblies." 3) ITS in its "Directory of Listed Products." I. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 01 Section "Project Management and Coordination." 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver through-penetration firestop system products to Project site in original, unopened containers or packages with intact and legible manufacturers' labels identifying product and manufacturer, date of manufacture, lot number, shelf life if applicable, qualified testing and inspecting agency's classification marking applicable to Project, curing time, and mixing instructions for multi-component materials. FIRESTOPPING

51 B. Store and handle materials for through-penetration firestop systems to prevent their deterioration or damage due to moisture, temperature changes, contaminants, or other causes. 1.8 PROJECT CONDITIONS A. Environmental Limitations: Do not install firestop systems when ambient or substrate temperatures are outside limits permitted by firestop system manufacturers or when substrates are wet due to rain, frost, condensation, or other causes. B. Ventilate through-penetration firestop systems per manufacturer's written instructions by natural means or, where this is inadequate, forced-air circulation. 1.9 COORDINATION A. Coordinate construction of openings and penetrating items to ensure that through-penetration firestop systems are installed according to specified requirements. B. Coordinate sizing of sleeves, openings, core-drilled holes, or cut openings to accommodate through-penetration firestop systems. C. Notify Owner's inspecting agency at least seven days in advance of through-penetration firestop system installations; confirm dates and times on days preceding each series of installations. D. Do not cover up through-penetration firestop system installations that will become concealed behind other construction until each installation has been examined by Owner's inspecting agency and building inspector, if required by authorities having jurisdiction. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, through-penetration firestop systems that may be incorporated into the Work include those systems indicated in the Through-Penetration Firestop System Basis of Design Products schedule at the end of Part 3 that are produced by, but are not limited to, the following manufacturers: 1. Hilti, Inc. A/D Fire Protection Systems Inc. 2. RectorSeal Corporation (The). 3. 3M; Fire Protection Products Division. 2.2 FIRESTOPPING, GENERAL A. Compatibility: Provide through-penetration firestop systems that are compatible with one another; with the substrates forming openings; and with the items, if any, penetrating throughpenetration firestop systems, under conditions of service and application, as demonstrated by through-penetration firestop system manufacturer based on testing and field experience. B. Accessories: Provide components for each through-penetration firestop system that are needed to install fill materials and to comply with Part 1 "Performance Requirements" Article. Use only components specified by through-penetration firestop system manufacturer and approved by qualified testing and inspecting agency for firestop systems indicated. Accessories include, but are not limited to, the following items: FIRESTOPPING

52 1. Permanent forming/damming/backing materials, including the following: a. Slag-/rock-wool-fiber insulation. b. Sealants used in combination with other forming/damming/backing materials to prevent leakage of fill materials in liquid state. c. Fire-rated form board. d. Fillers for sealants. 2. Temporary forming materials. 3. Substrate primers. 4. Collars. 5. Steel sleeves. 2.3 FILL MATERIALS A. General: Provide firestop systems containing the types of fill materials indicated in the Firestop System Schedule at the end of Part 3 by referencing the types of materials described in this Article. Fill materials are those referred to in directories of referenced testing and inspecting agencies as "fill," "void," or "cavity" materials. 1. Color of through-penetration and construction joint firestop materials shall be RED. B. Cast-in-Place Firestop Devices: Factory-assembled devices for use in cast-in-place concrete floors and consisting of an outer metallic sleeve lined with an intumescent strip, a radial extended flange attached to one end of the sleeve for fastening to concrete formwork, and a neoprene gasket. C. Latex Sealants: Single-component latex formulations that after cure do not re-emulsify during exposure to moisture. D. Firestop Devices: Factory-assembled collars formed from galvanized steel and lined with intumescent material sized to fit specific diameter of penetrant. E. Intumescent Composite Sheets: Rigid panels consisting of aluminum-foil-faced elastomeric sheet bonded to galvanized steel sheet. F. Intumescent Putties: Non-hardening dielectric, water-resistant putties containing no solvents, inorganic fibers, or silicone compounds. G. Intumescent Wrap Strips: Single-component intumescent elastomeric sheets with aluminum foil on one side. H. Mortars: Prepackaged dry mixes consisting of a blend of inorganic binders, hydraulic cement, fillers, and lightweight aggregate formulated for mixing with water at Project site to form a nonshrinking, homogeneous mortar. I. Pillows/Bags: Reusable heat-expanding pillows/bags consisting of glass-fiber cloth cases filled with a combination of mineral-fiber, water-insoluble expansion agents, and fire-retardant additives. J. Silicone Foams: Multicomponent, silicone-based liquid elastomers that, when mixed, expand and cure in place to produce a flexible, non-shrinking foam. K. Silicone Sealants: Single-component, silicone-based, neutral-curing elastomeric sealants of grade indicated below: FIRESTOPPING

53 1. Grade: Pourable (self-leveling) formulation for openings in floors and other horizontal surfaces, and non-sag formulation for openings in vertical and other surfaces requiring a non-slumping, gunnable sealant, unless indicated firestop system limits use to non-sag grade for both opening conditions. 2. Grade for Horizontal Surfaces: Pourable (self-leveling) formulation for openings in floors and other horizontal surfaces. 3. Grade for Vertical Surfaces: Non-sag formulation for openings in vertical and other surfaces. 2.4 MIXING A. For those products requiring mixing before application, comply with through-penetration firestop system manufacturer's written instructions for accurate proportioning of materials, water (if required), type of mixing equipment, selection of mixer speeds, mixing containers, mixing time, and other items or procedures needed to produce products of uniform quality with optimum performance characteristics for application indicated. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Installer present, for compliance with requirements for opening configurations, penetrating items, substrates, and other conditions affecting performance of work. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning: Clean out openings immediately before installing through-penetration firestop systems to comply with firestop system manufacturer's written instructions and with the following requirements: 1. Remove from surfaces of opening substrates and from penetrating items foreign materials that could interfere with adhesion of through-penetration firestop systems. 2. Clean opening substrates and penetrating items to produce clean, sound surfaces capable of developing optimum bond with through-penetration firestop systems. Remove loose particles remaining from cleaning operation. 3. Remove laitance and form-release agents from concrete. B. Priming: Prime substrates where recommended in writing by through-penetration firestop system manufacturer using that manufacturer's recommended products and methods. Confine primers to areas of bond; do not allow spillage and migration onto exposed surfaces. C. Masking Tape: Use masking tape to prevent through-penetration firestop systems from contacting adjoining surfaces that will remain exposed on completion of Work and that would otherwise be permanently stained or damaged by such contact or by cleaning methods used to remove smears from firestop system materials. Remove tape as soon as possible without disturbing firestop system's seal with substrates. FIRESTOPPING

54 3.3 FIRESTOP SYSTEM INSTALLATION A. Regulatory Requirements: Install firestop materials in accordance with UL Fire Resistance Directory or Omega Point Laboratories Directory. B. Manufacturer's Instructions: Comply with manufacturer's instructions for installation of throughpenetration and construction joint materials. 1. Seal all holes or voids made by penetrations to ensure an air and water resistant seal. 2. Consult with mechanical engineer, project manager, and damper manufacturer prior to installation of UL firestop systems that might hamper the performance of fire dampers as it pertains to duct work. 3. Protect materials from damage on surfaces subjected to traffic. C. General: Install through-penetration firestop systems to comply with Part 1 "Performance Requirements" Article and with firestop system manufacturer's written installation instructions and published drawings for products and applications indicated. D. Install forming/damming/backing materials and other accessories of types required to support fill materials during their application and in the position needed to produce cross-sectional shapes and depths required to achieve fire ratings indicated. 1. After installing fill materials and allowing them to fully cure, remove combustible forming materials and other accessories not indicated as permanent components of firestop systems. E. Install fill materials for firestop systems by proven techniques to produce the following results: 1. Fill voids and cavities formed by openings, forming materials, accessories, and penetrating items as required to achieve fire-resistance ratings indicated. 2. Apply materials so they contact and adhere to substrates formed by openings and penetrating items. 3. For fill materials that will remain exposed after completing Work, finish to produce smooth, uniform surfaces that are flush with adjoining finishes. 3.4 IDENTIFICATION A. Identify through-penetration firestop systems with preprinted metal or plastic labels. Attach labels permanently to surfaces adjacent to and within 6 inches of edge of the firestop systems so that labels will be visible to anyone seeking to remove penetrating items or firestop systems. Use mechanical fasteners for metal labels. For plastic labels, use self-adhering type with adhesives capable of permanently bonding labels to surfaces on which labels are placed and, in combination with label material, will result in partial destruction of label if removal is attempted. Include the following information on labels: 1. The words "Warning - Through-Penetration Firestop System - Do Not Disturb. Notify Building Management of Any Damage." 2. Contractor's name, address, and phone number. 3. Through-penetration firestop system designation of applicable testing and inspecting agency. 4. Date of installation. 5. Through-penetration firestop system manufacturer's name. 6. Installer's name. FIRESTOPPING

55 3.5 FIELD QUALITY CONTROL A. Inspecting Agency: Owner will engage a qualified, independent inspecting agency to inspect through-penetration firestops. Independent inspecting agency shall comply with ASTM E 2174 requirements including those related to qualifications, conducting inspections, and preparing test reports. B. Where deficiencies are found, repair or replace through-penetration firestop systems so they comply with requirements. C. Proceed with enclosing through-penetration firestop systems with other construction only after inspection reports are issued and firestop installations comply with requirements. 3.6 CLEANING AND PROTECTING A. Clean off excess fill materials adjacent to openings as Work progresses by methods and with cleaning materials that are approved in writing by through-penetration firestop system manufacturers and that do not damage materials in which openings occur. B. Provide final protection and maintain conditions during and after installation that ensure that through-penetration firestop systems are without damage or deterioration at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated through-penetration firestop systems immediately and install new materials to produce systems complying with specified requirements. 3.7 FIRESTOP SYSTEM BASIS OF DESIGN PRODUCTS A. Basis-of-Design Product: Establishes the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of other named manufacturers. Subject to compliance with requirements, and approval by the Architect, other manufacturer s products may be incorporated into the Work. B. Use only firestop products that have been UL 1479, ASTM E 814 or UL 2079 tested for specific fire-rated construction conditions conforming to construction assembly type, penetrating item type, annular space requirements, and fire-rating involved for each separate instance. C. Cast-in place firestop devices for use with noncombustible and combustible pipes (closed and open systems), conduit, and cable bundles penetrating concrete floors, the following Basis of Design products are acceptable: 1. Hilti CP 680-P Cast-In Place Firestop Device a. Add Aerator adaptor when used in conjunction with aerator ( sovent ) system. 2. Hilti CP 681 Tub Box Kit for use with tub installations. 3. Hilti CP 680-M Cast-In Place Firestop Device for use with noncombustible penetrants. 4. Hilti CP 653 Speed Sleeve for use with cable penetrations. 5. Hilti CFS-DID Firestop Drop-In Device for use with noncombustible and combustible penetrants. D. Sealants, caulking materials, or foams for use with non-combustible items including steel pipe, copper pipe, rigid steel conduit and electrical metallic tubing (EMT), the following Basis of Design products are acceptable: FIRESTOPPING

56 1. Hilti FS-ONE Intumescent Firestop Sealant 2. Hilti CP 604 Self-leveling Firestop Sealant 3. Hilti CP 620 Fire Foam 4. Hilti CP 606 Flexible Firestop Sealant 5. Hilti CP 601s Elastomeric Firestop Sealant E. Sealants or caulking materials for use with sheet metal ducts, the following Basis of Design products are acceptable: 1. Hilti CP 601s Elastomeric Firestop Sealant 2. Hilti CP 606 Flexible Firestop Sealant 3. Hilti FS-ONE Intumescent Firestop Sealant F. Sealants, caulking or spray materials for use with fire-rated construction joints and other gaps, the following Basis of Design products are acceptable: 1. Hilti CP 672 or CP 672 FC Speed Spray 2. Hilti CP 601s Elastomeric Firestop Sealant 3. Hilti CP 606 Flexible Firestop Sealant 4. Hilti CP 604 Self-leveling Firestop Sealant 5. Hilti CFS-SP WB Firestop Joint Spray G. Pre-formed mineral wool designed to fit flutes of metal profile deck and gap between top of wall and metal profile deck; as a backer for spray material. The following Basis of Design products are acceptable: 1. Hilti CP 777 Speed Plugs 2. Hilti CP 767 Speed Strips H. Intumescent sealants, caulking materials for use with combustible items (penetrants consumed by high heat and flame) including insulated metal pipe, PVC jacketed, flexible cable or cable bundles and plastic pipe, the following Basis of Design products are acceptable: 1. Hilti FS-ONE Intumescent Firestop Sealant I. Foams, intumescent sealants, or caulking materials for use with flexible cable or cable bundles, the following Basis of Design products are acceptable: 1. Hilti FS-ONE Intumescent Firestop Sealant 2. Hilti CP 620 Fire Foam 3. Hilti CP 601s Elastomeric Firestop Sealant 4. Hilti CP 606 Flexible Firestop Sealant J. Non-curing, re-penetrable intumescent putty or foam materials for use with flexible cable or cable bundles, the following Basis of Design products are acceptable: 1. Hilti CP 618 Firestop Putty Stick 2. Hilti CP 658T Firestop Plug K. Wall opening protective materials for use with U.L. listed metallic and specified nonmetallic outlet boxes, the following Basis of Design products are acceptable: 1. Hilti CP 617 Firestop Putty Pad L. Firestop collar or wrap devices attached to assembly around combustible plastic pipe (closed and open piping systems), the following Basis of Design products are acceptable: FIRESTOPPING

57 1. Hilti CP 643N Firestop Collar 2. Hilti CP 644 Firestop Collar 3. Hilti CP 645/648 Wrap Strips M. Materials used for large openings and complex penetrations made to accommodate cable trays and bundles, multiple steel and copper pipes, electrical busways in raceways, the following Basis of Design products are acceptable: 1. Hilti CP 637 Firestop Mortar 2. Hilti FS 657 FIRE BLOCK 3. Hilti CP 620 Fire Foam 4. Hilti CP 675T Firestop Board N. Non curing, re-penetrable materials used for large size/complex penetrations made to accommodate cable trays and bundles, multiple steel and copper pipes, electrical busways in raceways, the following Basis of Design products are acceptable: 1. Hilti FS 657 FIRE BLOCK 2. Hilti CP 675T Firestop Board O. Sealants or caulking materials used for openings between structurally separate sections of wall and floors, the following Basis of Design products are acceptable: 1. Hilti CP 672 Speed Spray 2. Hilti CP 601s Elastomeric Firestop Sealant 3. Hilti CP 606 Flexible Firestop Sealant 4. Hilti CP 604 Self-Leveling Firestop Sealant 5. Hilti CFS-SP WB Firestop Joint Spray P. For blank openings made in fire-rated wall or floor assemblies, where future penetration of pipes, conduits, or cables is expected, the following Basis of Design products are acceptable: 1. Hilti CP653 SPEED SLEEVE 2. Hilti FS 657 FIRE BLOCK 3. Hilti CP 658T Firestop Plug Q. Provide a firestop system with a "F" Rating as determined by UL 1479 or ASTM E814 which is equal to the time rating of construction being penetrated. R. Provide a firestop system with an Assembly Rating as determined by UL 2079 which is equal to the time rating of construction joint assembly. THROUGH-PENETRATION FIRESTOP SYSTEM SCHEDULE FIRESTOPPING

58 KCTCS System Office Renovation Mechanical Room Equipment Demolition Versailles, Kentucky August 17, 2018 EOP# END OF SECTION FIRESTOPPING

59 KCTCS SYSTEM OFFICE RENOVATION DRAWING LIST SHEET NUMBER SHEET NAME KCTCS SYSTEM OFFICE RENOVATION MECHANICAL ROOM EQUIPMENT DEMOLITION MECHANICAL ROOM EQUIPMENT DEMOLITION COV COVER SHEET D1.1 ENLARGED PLAN & STAGING AREA PLAN M1.1 MEP DEMOLITION DRAWING 300 NORTH MAIN STREET VERSAILLES, KY CONSTRUCTION DOCUMENTS CONSTRUCTION DOCUMENTS REVISIONS # DATE DESCRIPTION KENTUCKY COMMUNITY & TECHNICAL COLLEGE SYSTEM 300 NORTH MAIN STREET VERSAILLES, KY PROJECT TEAM EOP ARCHITECTS Prime Architect 201 W. Short Street, Suite 700 Lexington, KY p f VICINITY MAP PROJECT LOCATION MAP Mechanical, Plumbing & Electrical 3264 Lockness Drive Lexington, KY Voice: / Fax: SYMBOLS / ABBREVIATIONS X XX EXTERIOR ELEVATION DOOR TAG 1 REVISION TAG X XX INTERIOR ELEVATION HR DOOR TAG - EGRESS WALL TAG 001 EQUIPMENT NOTE SHEET NOTE KEYPLAN PLAN GENERAL NOTES THE PURPOSE OF THE CONTRACT DOCUMENTS IS TO PROVIDE DESIGN INTENT. IN SOME INSTANCES THE DOCUMENTS REQUIRE PROPRIETARY COMPONENTS TO MEET THE OWNER'S NEED BUT IN MOST CASES THIS IS ACCOMPLISHED IN A NONPROPRIETARY MANNER, AND AS SUCH, IS NOT TIED TO ANY MANUFACTURER'S SPECIFIC PRODUCTS OR INSTALLATION METHODS. EACH SUBCONTRACTOR OR TRADE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER UPON AWARD OF CONTRACT OF ANY SYSTEM REQUIREMENTS THAT WILL ALTER DIMENSIONS AS SHOWN ON DRAWINGS AS A RESULT OF ACTUAL APPROVED PRODUCTS. ALL CONTRACTORS ADJACENT WORK SHALL PROVIDE NECESSARY QUANTITY REVISIONS WITHOUT ADDITIONAL COST. IT IS THE RESPONSIBILITY OF THE VENDOR TO PROVIDE ADDITIONAL COMPONENTS REQUIRED FOR COMPLETE SYSTEMS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL CONDITIONS IN THE FIELD, AND THE MEANS AND METHODS OF CONSTRUCTION. THIS MAY NECESSITATE MINOR DEVIATIONS FROM THE DRAWN DETAILS. IF THE DRAWINGS AND/OR SPECIFICATIONS CONFLICT WITH A SPECIFIC MANUFACTURER'S MATERIALS, INSTALLATION DETAILS, RECOMMENDATIONS, OR INDUSTRY STANDARDS THE CONTRACTOR(S) ARE RESPONSIBLE FOR COORDINATING ANY AND ALL SPECIFIC CHANGES RELATED TO THE MATERIALS OR PRODUCTS SELECTED WITHOUT ADDITIONAL COST TO THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR MEETING THE DESIGN INTENT. CHANGE ORDERS FOR REVISIONS COVERED BY THESE PROVISIONS WILL NOT BE CONSIDERED. THE CONTRACT DOCUMENTS (PLANS/SPECS/FRONT END) ARE COMPLEMENTARY, WHAT IS REQUIRED BY ONE SHALL BE AS IF REQUIRED BY ALL. THE SPECIFICATIONS ARE NOT INTENDED TO BE A COMPREHENSIVE LIST OF WORK INTENDED. THE CONTRACTORS SHALL CAREFULLY EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND BIDDING THE WORK GIVE A REPRESENTATION THEY HAVE FOUND THEM IN ALL RESPECTS TO BE COMPLETE, ACCURATE, CONSISTENT, COORDINATED, AND SUFFICIENT FOR CONSTRUCTION. CONTRACTORS ARE REQUIRED TO BID ENTIRE SET OF DRAWINGS. NO COMPENSATION WILL BE MADE FOR MATERIAL OR LABOR THAT WAS MISSED DUE TO AN INCOMPLETE BID. EACH DISCIPLINES DRAWINGS MAY NOT BE CONCLUSIVE. VERIFY ALL DRAWINGS FOR TOTAL CONSTRUCTION. NO COMPENSATION SHALL BE MADE AFTER BID FOR MISSED SCOPE. IF THERE IS A CONFLICT BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE CONTRACTOR IS TO BRING IT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE BID. IF THE CONTRACTOR DOES NOT BRING THE CONFLICTS TO THE ATTENTION OF THE ARCHITECT, THEN HE HAS ASSUMED TO HAVE BID THE WORST CASE (MOST EXPENSIVE) SCENARIO. CHANGE ORDERS FOR REVISIONS COVERED BY THESE PROVISIONS WILL NOT BE CONSIDERED. APPLICABLE CONSTRUCTION INDUSTRY STANDARDS AND BUILDING CODES HAVE THE SAME FORCE AND EFFECT ON PERFORMANCE OF THE WORK AS IF COPIED DIRECTLY INTO THESE CONSTRUCTION DOCUMENTS. GOVERNING REGULATIONS HAVE PRECEDENCE OVER NON-REFERENCED STANDARDS, IN SO FAR AS DIFFERENT STANDARDS MAY CONTAIN OVERLAPPING OR CONFLICTING REQUIREMENTS. COMPLY WITH FEDERAL, STATE AND LOCAL BUILDING CODES AND INDUSTRY STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THESE STANDARDS AND REGULATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO VERIFY AND ENSURE LOCAL MUNICIPAL CODE REQUIREMENTS ARE MET. NOTIFY DESIGN TEAM PRIOR TO AWARD OF CONTRACT WHERE CONFLICTS ARISE. WHERE DISCREPANCIES EXIST BETWEEN THE DOCUMENTS FROM THE DESIGN PROFESSIONAL AND THE CODE, THE MOST RESTRICTIVE SHALL APPLY. NO COMPENSATION WILL BE MADE AFTER BID AWARD TO BRING WORK INTO COMPLIANCE. EACH CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCY TO THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION OR ORDERING MATERIALS. USE OF ESTABLISHED DIMENSIONS IS NOT PERMITTED UNLESS NOTED OTHERWISE IN THE SPECIFICATION SECTIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTIONS THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING. ALL WORK INCLUDED ON THESE DRAWINGS IS NEW AND BY CONTRACTOR UNLESS NOTED OTHERWISE. ALL SECTIONS, DETAILS, MATERIALS, AND METHODS SHOWN AND / OR NOTED ON ANY SHEET SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS NOTED OTHERWISE. NO CONTRACTOR HAS THE AUTHORITY TO PERMIT THE USE OF ANY PORTION OF THE SITE OR BUILDING TO ANYONE, EXCEPT FOR BUSINESS CONNECTED TO THE CONSTRUCTION WITH WHICH THIS CONTRACT IS CONCERNED. REMOVE AND LEGALLY DISPOSE OF DEBRIS, RUBBISH AND OTHER DEMOLITION WASTE MATERIALS FROM THE SITE. THE CONTRACTOR SHALL KEEP A CURRENT EDITION OF THE APPLICABLE BUILDING CODE AT THE JOB TRAILER AND REFER TO IT FOR ISSUES PERTAINING TO CODE COMPLIANCE. THE CONTRACTOR SHALL STABILIZE AND SECURE BUILDING COMPONENTS AS REQUIRED. THE CONTRACTOR SHALL FOLLOW ASTM STANDARDS FOR INSTALLATION REQUIREMENTS. IN THE EVENT THE CONTRACTOR UNEXPECTEDLY ENCOUNTERS ON THE SITE MATERIAL REASONABLY BELIEVED TO BE ASBESTOS, POLYCHLORINATED BIPHENYL (PCB) OR OTHER CLASSIFIED HAZARDOUS MATERIAL, NOTIFY ARCHITECT OF THE DISCOVERY OF ANY HAZARDOUS MATERIALS AND IMMEDIATELY STOP WORK AND REPORT FINDINGS TO OWNER AND ARCHITECT IN WRITING AND DO NOT RESUME WORK UNTIL APPROACH IS IDENTIFIED. INSTALL ALL DOORS, EQUIPMENT, AND BUILDING COMPONENTS WITH DIMENSIONAL TOLERANCES IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. WHERE CONFLICTS EXIST WITH THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT PRIOR TO PROCEEDING. CONTRACTOR SHALL ASSUME THAT DIGITAL DRAWING FILES ARE NOT AVAILABLE UNLESS NOTED OTHERWISE IN SPECIFICATION SECTIONS. ALL DIMENSIONS SHOWN ON PLANS ARE TO CENTERLINE OF COLUMN, FACE OF MASONRY/CONCRETE/METAL FRAMING AND DO NOT INCLUDE THICKNESS OF FINISHES SUCH AS DRYWALL UNLESS OTHERWISE NOTED. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. ALL DIMENSIONS ON INTERIOR ROOM ELEVATIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE BLOCKING FOR ALL ITEMS TO BE ANCHORED OR SECURED TO WALLS, FLOORS, AND CEILINGS WHICH MAY INCLUDE BUT IS NOT LIMITED TO WALL & CEILING MOUNTED EQUIPMENT, OWNER-FURNISHED CONTRACTOR- INSTALLED ITEMS, AND OWNER-FURNISHED OWNER-INSTALLED ITEMS. PROVIDE FIRE TREATED MATERIAL WHERE REQUIRED BY THE APPLICABLE BUILDING CODE. ALL WOOD BLOCKING / NAILERS SHALL BE PRESSURE TREATED WHEN IN CONTACT WITH CONCRETE OR MASONRY. PROVIDE PRESSURE TREATED BLOCKING AT EXTERIOR LOCATIONS AS SHOWN OR AS REQUIRED FOR WARRANTY SYSTEM PERFORMANCE. PROVIDE SHIMS BETWEEN BUILDING SYSTEMS AND COMPONENTS AS REQUIRED FOR PROPER ALIGNMENT. SEPARATE NON-COMPATIBLE METALS AND DISSIMILAR MATERIALS TO PREVENT GALVANIC ACTION. INSTALL SEALANTS BETWEEN BUILDING SYSTEMS AT BOTH INTERIOR AND EXTERIOR LOCATIONS TO ENSURE A WATERTIGHT ENCLOSURE. UTILIZE SHIMS, JOINT MATERIALS, AND BACKER RODS IN ORDER TO CONTAIN SEALANTS. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. LOCATIONS OF TEMPERED AND LAMINATED SAFETY GLAZING SHALL BE PROVIDED WHERE NOTED, OR AS REQUIRED BY THE CURRENT EDITION OF THE APPLICABLE BUILDING CODE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ALL FLOOR OPENINGS AND CHASES SHALL BE SEALED TO PREVENT LEAKAGE TO LOWER FLOORS. PROVIDE FIRE-RATINGS AS REQUIRED BY CODES. AT GRATED OR PLATED OPENINGS, PROVIDE ADDITIONAL BRACING AND SUPPORTS AS REQUIRED BY ACTUAL MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION CONFIGURATIONS. PROVIDE FIRE STOPPING, AND FIRE RATED ASSEMBLIES IN ALL RATED WALLS AND FLOORS. PROVIDE ACCESS PANELS WHERE REQUIRED FOR ACCESS TO ALL EQUIPMENT INCLUDING MECHANICAL ELECTRICAL ITEMS. WHERE ACCESS PANEL SIZE IS NOT SHOWN, PROVIDE 2' X 2' PANEL. ACCESS PANELS SHALL MATCH RATINGS OF SURROUNDING WALLS OR CEILINGS. CONTRACTOR IS TO BE RESPONSIBLE FOR COORDINATING ALL HVAC / EQUIPMENT PENETRATIONS THROUGH WALLS, FLOORS, AND ROOFS. THIS MAY INCLUDE ADDITIONAL SUPPORT AS UNIT SIZES AND LOCATIONS CHANGE FROM WHAT IS SHOWN FOR WHATEVER REASON. REFER TO LINTEL SCHEDULES FOR MASONRY OPENINGS. PROVIDE STEEL LINTELS FOR ALL PENETRATIONS AND OPENINGS IN MASONRY, INCLUDING PENETRATIONS FOR MECHANICAL AND ELECTRICAL ITEMS, AND FOR ITEMS RECESSED IN MASONRY. SEE CODE SHEET FOR CODE REVIEW DATA. X XX X XX X XX X XX X XX AFF ABOVE FINISHED FLOOR ADD ADDENDUM ADJ ADJACENT A/C AIR CONDITIONING ALT ALTERNATE ALUM ALUMINUM ARCH ARCHITECT(URAL) BSMT BASEMENT BM BEAM BRG BEARING BLKG BLOCKING BD BOARD BOT BOTTOM B.O. BOTTOM OF BLDG BUILDING CLG CEILING CIR CIRCLE CLR CLEAR(ANCE) CLOS CLOSET COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CJ CONTROL JOINTS CF CUBIC FOOT CY CUBIC YARD DTL DETAIL DIA DIAMETER DIM DIMENSION DW DISHWASHER DWG DRAWING DF DRINKING FOUNTAIN E EAST ELEC ELECTRIC ELEV ELEVATOR EQ EQUAL EXIST EXISTING BUILDING SECTION WALL SECTION DETAIL SECTION DETAIL 1-HR EXP EXPANSION EXT EXTERIOR F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY FIN FINISH(ED) FF FINISHED FLOOR F.O. FINISHED OPENING FE FIRE EXTINGUISHER FD FLOOR DRAIN FTG FOOTING FND FOUNDATION FR FRAME GAL GALVANIZED GA GAUGE GC GENERAL CONTRACTOR GYP GYPSUM HCP HANDICAP(PED) H.D.G. HOT DIPPED GALVANIZED HVAC HEATING/VENTILATING/ AIR CONDITIONING HT HEIGHT HC HOLLOW CORE HM HOLLOW METAL HORIZ HORIZONTAL INCL INCLUD(ED); -(ING) ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR INV INVERT JT JOINT KIT KITCHEN LAB LABORATORY LL LIVE LOAD MFR MANUFACTURER MAS MASONRY M.O. MASONRY OPENING MAX MAXIMUM WALL TAG - EGRESS CEILING TAG EQUIPMENT TAG ROOM TAG MECH MECHANICAL MED MEDIUM MIN MINIMUM MISC MISCELLANEOUS MTD MOUNTED NRC NOISE REDUCTION COEFFICIENT NOM NOMINAL N NORTH NIC NOT IN CONTRACT NTS NOT TO SCALE O.C. ON CENTER OPG OPENING OPP OPPOSITE OH OPPOSITE HAND OD OUTSIDE DIAMETER PTD PAINTED PB PARTICLE BOARD PVMT PAVEMENT PL PLATE PG PLATE GLASS PLUMB PLUMBING PLYWD PLYWOOD PVC POLYVINYL CHLORIDE PSI POUNDS PER SQUARE INCH P.T. PRESSURE TREATED RAD RADIUS REF REFRIGERATOR RCP REINFORCED CONCRETE PIPE REV REVISION; REVISED R.O.W. RIGHT OF WAY RD ROOF DRAIN RM ROOM R.O. ROUGH OPENING R 1t # # X'-X" X XX RAILING TAG WINDOW & CURTAIN WALL TAG SPOT ELEVATION CALLOUT SCHD SCHEDULE SECT SECTION SIM SIMILAR SC SOLID CORE S SOUTH SPEC SPECIFICATION SQ SQUARE S.S. STAINLESS STEEL STD STANDARD STL STEEL STRUCT STRUCTURAL SUSP SUSPENDED TEL TELEPHONE TV TELEVISION THK THICK T.B.D. TO BE DETERMINED T&G TONGUE & GROOVE T.O. TOP OF T.S. TUBE STEEL TYP TYPICAL UC UNDER COUNTER U.L. UNDERWRITERS LABORATORIES U.O.N. UNLESS OTHERWISE NOTED VB VAPOR BARRIER VERT VERTICAL WC WATER CLOSET WWF WELDED WIRE FABRIC W WEST WDW WINDOW W/ WITH W/O WITHOUT WD WOOD All designs, arrangements and plans indicated or represented by this drawing are the property of EOP Architects and were created and developed for use on and in connection with the specified project. None of this information shall be used by or disclosed to any person or entity for any reason whatsoever without the permission of EOP Architects. Written dimensions shall have precedence over scale dimensions. Contractor shall verify and be responsible for all dimensions and conditions on the job. Notify EOP Architects immediately of any variation from the dimensions and conditions shown by these drawings. Job Number 1732 Drawn By STAFF Checked By BB Date B A RE R COMMONWEALTH C NT I REG KEN H STE No. OF T U I BR C R E D T KY E U C COVER SHEET COV NER T

60 1 2 C D KCTCS SYSTEM OFFICE RENOVATION MECHANICAL ROOM EQUIPMENT DEMOLITION 300 NORTH MAIN STREET VERSAILLES, KY RAMP DOWN CONSTRUCTION DOCUMENTS E DEMOLITION PLAN GENERAL NOTES: 1. LIGHT GRAY AREA INDICATES LOCATION OF DEMOLITION LIMITS 2. CONTRACTOR TO FIRESTOP ANY PENETRATIONS IN EXISTING FIRE RATED WALLS WHERE EXISTING EQUIPMENT HAS BEEN PERMANENTYLY REMOVED. DEMOLITION PLAN GENERAL NOTES: 1. LIGHT GRAY AREA INDICATES LOCATION OF DEMOLITION LIMITS 2. CONTRACTOR TO FIRESTOP ANY PENETRATIONS IN EXISTING FIRE RATED WALLS WHERE EXISTING EQUIPMENT HAS BEEN PERMANENTYLY REMOVED. REVISIONS # DATE DESCRIPTION DASHED LINES REPRESENT FUTURE WALL LOCATION REFER TO SHEET M1.1 FOR DEMOLITION INSTRUCTIONS IN THIS AREA FD 33' - 4" 11 EXISTING MECHANICAL EQUIPMENT WH REFER TO SHEET M1.1 FOR ALL DEMOLITION NOTES AND INFORMATION, THIS SHEET FOR REFERENCE ONLY 50' - 11" NEW STORAGE 21' - 8" D PROJECT TEAM FD EOP Architects Prime Architect 201 W. Short Street, Suite 700 Lexington, KY p f FD 9' - 0" 12' - 8" MH 10 10' - 0" FD WH FD FD FD D.5 C Mechanical, Plumbing & Electrical 3264 Lochness Drive Voice: / Fax: EXISTING GENERATOR ROOM E.2 DCW D1.1 ENLARGED PLAN SCALE: 1/4" = 1'-0" PROPOSED STAGING AREA OUTSIDE OF LOADING DOCK CONTRACTOR TO COORDINATE ACTUALLY LOCATION OF DUMPSTER BEFORE PROJECT BEGINS PROJECT LOCATION LOADING DOCK B All designs, arrangements and plans indicated or represented by this drawing are the property of EOP Architects and were created and developed for use on and in connection with the specified project. None of this information shall be used by or disclosed to any person or entity for any reason whatsoever without the permission of EOP Architects. Written dimensions shall have precedence over scale dimensions. Contractor shall verify and be responsible for all dimensions and conditions on the job. Notify EOP Architects immediately of any variation from the dimensions and conditions shown by these drawings Staff BB R E NT E GI PLAN B R UN ST E R E D ER BR Job Number Drawn By Checked By Date No. RC C A A TH NW EAL COMMO OF Y K E N UC K T T E H IT 8/22/2018 8:22:41 AM ENLARGED PLAN & STAGING AREA PLAN 3 D1.1 STAGING AREA SCALE: 12" = 1'-0" KEY PLAN SCALE: 1/64" = 1'-0" D1.1

61 1 2 CHILLER 1 & 2 - DEMO INCLUDING ALL ASSOCIATED PIPE KCTCS SYSTEM OFFICE RENOVATION CONCRETE EQUIPMENT PAD - REMAINS C.8 MECHANICAL ROOM EQUIPMENT DEMOLITION D 300 NORTH MAIN STREET VERSAILLES, KY RAMP DOWN CONSTRUCTION DOCUMENTS E UNIT HEATER AND ASSOCIATED PIPING SHALL REMAIN IN THE AREA CREATED BY THE NEW WALL REMOVE ALL EQUIPMENT NOTED. ALSO REMOVE ALL VERTICAL PIPING. HORIZONTAL PIPING SHALL BE REMOVED EXCEPT WHERE IT IS ABOVE THE EXISTING BOILERS AND PUMPS THAT ARE REMAINING. TRANSFORMER STAYS CONCRETE EQUIPMENT PAD REMAINS ELECTRICAL PANEL REMAINS CONDENSING PUMP 1DEMO INCLUDING ALL ASSOCIATED PIPE AND INERTIA PAD. HOUSEKEEPING PAD - REMAINS 11 CHILLED WATER PUMP 1 - DEMO INCLUDING ALL ASSOCIATED PIPE AND INERTIA PAD. EXISTING MECHANICAL EQUIPMENT CHILLER 2 - DEMO INCLUDING ALL ASSOCIATED PIPE. BOILER PUMPS REMAINS CONDENSING PUMP 2 DEMO INCLUDING ALL ASSOCIATED PIPE AND INERTIA PAD. NEW STORAGE EXPANSION TANK ON PLATFORM REMAINS FD CONCRETE EQUIPMENT PAD REMAINS UNIT HEATER AND ASSOCIATED PIPING SHALL REMAIN CHEMICAL WATER TREATMENT SYSTEM TO REMAIN BOILER AND ASSOCIATED PUMPS AND PIPING TO REMAIN CHILLER 3 - DEMO INCLUDING ALL ASSOCIATED PIPE CONDENSING PUMP 3 DEMO INCLUDING ALL ASSOCIATED PIPE AND CONCRETE PAD. HEAT EXCHANGER DEMO INCLUDING ALL ASSOCIATED PIPE AND CONCRETE PAD EOP ARCHITECTS Prime Architect 201 W. Short Street, Suite 700 Lexington, KY p f FD 10 FD WH PROJECT TEAM CONCRETE EQUIPMENT PAD REMAINS MH RED EXPANSION TANK TO STAY CHILLED WATER PUMPS 3, 4, 5 - DEMO INCLUDING ALL ASSOCIATED PIPE AND INERTIA PAD FD FD CHILLED WATER PUMP 6 DEMO INCLUDING ALL ASSOCIATED PIPE AND INERTIA PAD FD CHILLER 2 - DEMO INCLUDING ALL ASSOCIATED PIPE. CONDENSING & CHILLED WATER PUMPS 1 & 2 - DEMO INCLUDING ALL ASSOCIATED PIPE & INERTIA PAD CONCRETE EQUIPMENT PAD REMAINS WH BOILER REMAINS D CHILLED WATER PUMP 2 DEMO INCLUDING ALL ASSOCIATED PIPE AND INERTIA PAD. FD HOUSEKEEPING PAD - REMAINS BOILER REMAINS PHASE CONCRETE EQUIPMENT PAD REMAINS CHILLER 1 - DEMO INCLUDING ALL ASSOCIATED PIPE. ELECTRICAL SWITCHBOARD REMAINS DATE CONDUITS STUBBING DOWN ON FACE OF WALL. Mechanical, Plumbing & Electrical 3264 Lockness Drive Lexington, KY Voice: / Fax: EXISTING GENERATOR ROOM C RAMP HOUSEKEEPING PAD - REMAINS DCW 9.2 CONTROL CABINETS. EXISTING PULL BOXES MOUNTED HIGH UP ON WALL. E.2 D.5 2 A1.1 ENLARGED PLAN SCALE: 1/4" = 1'-0" DEMOLITION NOTES: PLAN TRUE IN ADDITION TO THE DRAWING, ALL PIPING AND EQUIPMENT THAT IS REQUIRED TO BE REMOVED WILL BE MARKED WITH RED PAINT. CONDENSING PUMP 3 AND CHILLED WATER PUMPS DEMO INCLUDING ALL ASSOCIATED PIPE AND INERTIA PAD EQUIPMENT BLOCKS ARE NOT DRAWN TO SCALE. DO NOT DIMINSION FROM THIS DRAWING. All designs, arrangements and plans indicated or represented by this drawing are the property of EOP Architects and were created and developed for use on and in connection with the specified project. REMOVAL OF EQUIPMENT AND PIPING SHALL INCLUDE SUPPORTS AND HANGERS. None of this information shall be used by or disclosed to any person or entity for any reason whatsoever without the permission of EOP Architects. DN EXISTING INERTIA BASES SHALL BE REMOVED WHERE NOTED. HOUSE KEEPING PADS SHALL REMAIN. DN Written dimensions shall have precedence over scale dimensions. Contractor shall verify and be responsible for all dimensions and conditions on the job. Notify EOP Architects immediately of any variation from the dimensions and conditions shown by these drawings JLL GC Job Number Drawn By Checked By Date DEMO INCLUDES EQUIPMENT AND PIPING ONLY. ELECTRICAL DEMO WILL OCCUR IN A FUTURE PHASE. STA TE OF KENTU Y CK ALL EQUIPMENT, PIPING AND SUPPORTS SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE REQUIREMENTS. JENNY LYNN LEITCH O PR L FE SS A NE ER B I CE NS ED I I ONAL ENG 7/6/ :15:48 AM MEP Demolition Drawing KEY PLAN SCALE: 1/64" = 1'-0" M1.1