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Home My WebLink AboutC16-159 FCI Constructors Inc0 CONSTRUCTION AGREEMENT THIS CONSTRUCTION AGREEMENT is dated as of the �, (J day of , 2016, by and between Eagle County, Colorado a body corporate and politic (hereinafter called "County" or "Owner ") whose address for purposes hereof is P.O. Box 850, 500 Broadway, Eagle, CO 81631, and FCI Constructors, Inc., a Colorado corporation licensed to work in the State of Colorado (hereinafter called "Contractor ") whose address for purposes hereof is 30701- 70 B, Building A, Grand Junction, Colorado, 81540. Owner and Contractor, in consideration of the mutual covenants set forth herein, agree as follows: ARTICLE 1 — THE PROJECT AND THE WORK 1.1 The construction project which is the subject matter hereof is generally described as follows: construction services for remodeling of certain existing office space within the building known as the "Eagle County Main Administrative Building" (the "Project ") located at 500 Broadway, Eagle Colorado 81631. Contractor shall supply and perform all work to complete the Project as specified in the Contract Documents ( "Work "). 1.2 A more complete description of the Project and a description of the applicable Project site (the "Site ") is provided by the Contract Documents. 1.3 Capitalized terms that are not defined in this Agreement shall have the meanings ascribed to them in the General Conditions and (or) the other Contract Documents as applicable. 1.4 The intent of the Contract Documents is to include all items reasonably necessary for the proper execution and completion of the Work. The Contract Documents are complementary and what is required by any one shall be binding as if required by all. Based on Contractor's careful review of the Contract Documents, Contractor acknowledges that the Contract Documents require the construction of a completed Project in accordance with the terms hereof. 1.5 Contractor shall perform all the Work required by the Contract Documents or reasonably inferable therefrom, for the complete construction of the Project in accordance with the Contract Documents. Contractor shall provide and furnish all materials, supplies, equipment, tools, implements, all other facilities, and all other labor, supervision, security, transportation, utilities, storage, appliances and all other services as and when required for or in connection with the complete construction of the Project. 1.6 If the Work is taking place on property owned by other federal, state or local governmental entities, or a public utility or other third party, Contractor shall comply with any additional terms and conditions required by applicable law and (or) applicable permits. C16 -159 APPROVED- S T FO E gla Cat��ty orrrey's Ufti c By: Eagle County Commissioners' Office ARTICLE 2 - OWNER'S REPRESENTATIVE 2.1 The Project is under the authority of the Owner, through the Eagle County Project Management Department. Rick Ullom, or his designee, shall be Owner's liaison with Contractor with respect to the performance of the Work. 2.2 Contractor's representative is Gabe Conner. 2.3 Neither Owner's nor Contractor's representative shall be changed with less than ten (10) days prior written notice to the other party. ARTICLE 3 - CONTRACT TIME 3.1 The Work will be Substantially Complete on or before October 7, 2016. Completion such that the Project is ready for final payment in accordance with the Contract Documents shall occur on or before October 28, 2016 ( "Contract Time "). 3.2 Contractor shall employ all such additional labor, services and supervision, including such extra shifts and over time, as may be necessary to maintain and to achieve final payment in accordance with the Contract Documents on or before November 18, 2016 all without an increase in the Contract Price. 3.3 LIQUIDATED DAMAGES: Owner and Contractor recognize that time is of the essence of this Agreement and that Owner will suffer financial loss if the Work is not substantially complete within the time specified in paragraph 3.1 above, plus any extensions thereof allowed in accordance with the General Conditions. They also recognize the delays, expense, and difficulties involved in proving at a legal or arbitration hearing, the actual loss suffered by Owner if the Work is not substantially complete on time. Accordingly, instead of requiring such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay Owner two hundred fifty dollars ($250.00) for each day that expires after the time specified in paragraph 3.1 for completion until the Work is Substantially Complete. If the liquidated damages set forth herein are determined to be invalid or unenforceable for any reason, Owner reserves the right to seek and recover actual, consequential, special damages which arise or are the result of Contractor's failure to achieve Substantial Completion on or prior to the date set forth in the Contract Documents. ARTICLE 4 - CONTRACT PRICE 4.1 Owner shall pay Contractor, for Contractor's performance of the Work under the Contract Documents, including contingencies, an amount not to exceed Six Hundred Forty Nine Thousand, Four Hundred, and Sixty Three Dollars ($649,463.00) "Contract Price" or "Guaranteed Maximum Price" or "GMP "). Any project savings, below the Guaranteed Maximum Price, resulting from bidding of subcontractors and other costs of the work shall accrue to the County. 4.2 Notwithstanding anything in the Contract Documents to the contrary, the Contract Price includes, without limitation, the entire amount of overhead and profit payable to Contractor in connection with the Work under the Contractor Documents. Contractor shall not have the right to, nor shall it seek to recover, any additional compensation for overhead or profit. The quantities associated with unit prices may be adjusted as set forth in the Contract Documents subject to the not to exceed Contract Price. In no event shall the unit prices set forth in Contractor's Proposal Form be adjusted. 4.3 Contractor acknowledges that Owner is a tax exempt entity and that Owner has appropriated funds for this Project in a sum equal to or in excess of the Contract Price. 4.4 Owner shall pay Contractor for performance of the Work in accordance with the Contract Documents. 4.5 Pursuant to the provisions of §24 -91- 103.6, C.R.S., and notwithstanding anything to the contrary contained elsewhere in the Contract Documents, no change order or other form of order or directive by Owner, and no amendment to this Agreement, requiring additional compensable Work to be performed which Work causes the aggregate amount payable under the Agreement to exceed the amount appropriated for the original Agreement, shall be of any force or effect unless accompanied by a written assurance by Owner that lawful appropriations to cover the costs of the additional Work have been made or unless such Work is covered under a remedy - granting provision in the Agreement. 4.6 Eagle County is a governmental entity and all obligations beyond the current fiscal year are subject to funds being budgeted and appropriated. Specifically, notwithstanding anything to the contrary contained in this Agreement, Owner shall have no obligations under this Agreement, nor shall any payment be made to Contractor in respect of any period after December 31 of each calendar year during the term of this Agreement, without an appropriation therefore by the Owner in accordance with a budget adopted by the Board of County Commissioners in compliance with the provisions of Article 25 of Title 30 of the Colorado Revised Statutes, the Local Government Budget Law (C.R.S. §29 -1 -101 et. seq.), and the TABOR Amendment (Constitution, Article X, Sec. 20). ARTICLE 5 - PAYMENT PROCEDURES Contractor shall submit Applications for Payment in accordance with the General Conditions. Applications for Payment will be processed as provided in the General Conditions. 5.1 PROGRESS PAYMENTS: Owner shall make monthly progress payments on account of the Contract Price and as provided in the Contract Documents. All progress payments will be on the basis of the progress of the Work. Owner shall have the right to request and inspect supporting documentation for progress payments, including but not limited to receipts and invoices evidencing payments of charges associated with the Work. 5.2 The period covered by each Application for Payment shall be one calendar month beginning on the first of each month and ending on the last day of the month. 5.3 Each Application for Payment shall be based upon the unit prices, percentage of completion, and Contract Price and otherwise in accordance with the Contract Documents. Each Application for Payment shall show actual quantities incorporated into the Project for each portion of the Work as of the end of the period covered by such Application for Payment. 5.4 Prior to Completion, Owner shall authorize partial payments at the end of each calendar month or as soon thereafter as practicable if Contractor is satisfactorily performing the Agreement. Progress payments will be in an amount equal to: 95% of the Work completed. The withheld percentage of the Contract Price shall be retained until the Agreement is completed satisfactorily and finally accepted. 5.5 Progress payments and retained funds shall occur in compliance with the General Conditions attached hereto and C.R.S. §24 -91 -103. 5.6 In taking action on Contractor's Applications for Payment, Owner shall be entitled to rely on the accuracy and completeness of the information furnished by Contractor and shall not be deemed to represent that (i) Owner has made a detailed examination, audit or arithmetic verification of the documentation submitted by Contractor; (ii) Owner has made exhaustive or continuous on -site inspections of the Work; or (iii) Owner has made examination to ascertain how or for what purposes Contractor has used amounts previously paid on the Contract Price. 5.7 FINAL PAYMENT: Upon final completion and acceptance in accordance with the General Conditions, Owner shall pay the remainder of the Contract Price. The final payment shall not be made until after final settlement of this contract has been duly advertised at least ten days prior to such final payment by publication of notice thereof at least twice in a public newspaper of general circulation published in Eagle County, and the Board of County Commissioners sitting as the as sole member of Owner has held a public hearing thereon and complied with C.R.S. §38 -26 -107. Final payment shall be made in accordance with the requirements of the aforesaid statute. Owner shall make a final settlement in accordance with C.R.S. 38 -26 -107 within sixty days after the contract is completed satisfactorily and finally accepted by Owner. 5.8 Owner may withhold payments due to Contractor, to such an extent as may be necessary to protect Owner from loss, because of defective work or material not remedied or the failure of Contractor to carry out the Work in accordance with this Agreement. 5.9 Contractor acknowledges and agrees that payment shall be made in accordance with C.R.S. §24 -91 -103 and C.R.S. §38 -26 -107 and hereby waives it right to lien the property. Contractor shall include the language of this paragraph 5.9 in any subcontracts for the Project. ARTICLE 6 - CONTRACTOR'S REPRESENTATIONS In order to induce Owner to enter into this Agreement, Contractor makes the following representations: 6.1 Contractor has familiarized himself with the nature and extent of the Contract Documents, Work, locality, and with all local conditions, and federal, state, and local laws, ordinances, rules and regulations that in any manner may affect cost, progress, or performance of the Work. 6.2 Contractor has made, or caused to be made, examinations, investigations, and tests and studies of such reports and related data as he deems necessary for the performance of the Work at the Contract Price, within the Contract Time, and in accordance with other terms and conditions of the Contract Documents; and no additional examinations, investigations, tests, reports, or similar data are, or will be required by Contractor for such purposes. 6.3 Contractor has correlated the results of all such observations, examinations, investigations, tests, reports, and data with the terms and conditions of the Contract Documents. 6.4 Contractor has given Owner written notice of all conflicts, errors, or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by Owner is acceptable to Contractor. 6.5 In performing the Work under this Agreement, the Contractor acts as an independent contractor and is solely responsible for necessary and adequate worker's compensation insurance, personal injury and property damage insurance, as well as errors and omissions insurance. The Contractor, as an independent contractor, is obligated to pay federal and state income tax on moneys earned. The personnel employed by the Contractor are not and shall not become employees, agents or servants of the Owner because of the performance of any Work by this Agreement. 6.6 Contractor represents and warrants that it holds a license, permit or other special license, as required by law, to perform the Work required under the Contract Documents and shall keep and maintain such licenses, permits and special licenses in good standing and in full force and effect at all times while Contractor is performing the Work under the Contract Documents. 6.7 Contractor shall maintain insurance as set forth in the General Conditions. Before permitting any of his subcontractors to perform any Work under this Agreement, Contractor shall require each of his subcontractors to procure and maintain such insurance as set forth in the General Conditions. ARTICLE 7 - CONTRACT DOCUMENTS The Contract Documents which comprise the entire Agreement are made a part hereof, and consist of the following: 7.1 This Agreement. 7.2 Contractor's Proposal Form attached as Exhibit A. 7.3 Proposal Package including Request for GMP Proposals, Instructions to Proposers, Special Provisions and Supplementary Information, if any is attached as Exhibit B. 7.4 Construction Plan Set and Specifications for the Eagle County Main Administrative Building Office Remodel including subsections for the Communications Office Remodel, IT Office Remodel and the Assessor's Office Remodel, including any addendum thereto, attached as Exhibit C. 7.5 General Conditions (Pages 1 to 34, inclusive) attached as Exhibit D. 7.6 Performance and Payment Bonds. 7.7 Notice of Award and, if any, Notice to Proceed. 7.8 Addendum(s), NO. 1, dated March 30, 2016. Basic Requirements. 7.9 Any modification, including Change Orders, duly delivered after execution of Agreement. The parties acknowledge and agree that this Agreement and the General Conditions attached hereto, shall supersede and control over any inconsistent or contrary provision in any other attachment or agreement. There are no Contract Documents other than those listed above in this Article 7. The Contract Documents may only be altered, amended, or repealed by an executed, written amendment to this Agreement. ARTICLE 8 — BONDS 8.1 Contractor shall deliver to the Owner the bonds required by the Contract Documents with the executed Contract Documents and before starting work. Notwithstanding anything to the contrary contained in the Contract Documents, Owner shall have no liability or obligation hereunder unless and until the bonds have been so delivered. ARTICLE 9- SUBCONTRACTS AND OTHER AGREEMENTS 9.1 Those portions of the Work that Contractor does not customarily perform with Contractor's own personnel shall be performed under subcontracts and (or) by other appropriate agreements with Contractor (individually a "Subcontract" and collectively "Subcontracts "). 9.2 All Subcontracts shall conform to provisions of this Agreement. Owner shall have the right to review and approve each form of Subcontract. By an appropriate written agreement, Contractor shall require the subcontractor to the extent of the Work to be performed by the subcontractor, to be bound to Contractor by the terms of the Contract Documents and to assume toward Contractor all the obligation and responsibility which Contractor, by these Documents, assumes towards Owner. Said agreement shall preserve and protect the rights of Owner under the Contract Documents with respect to the Work to be performed by the subcontractor so that the subcontracting thereof will not prejudice such rights. Contractor shall require each subcontractor to enter into similar agreements with its subcontractors. Contractor shall make available to each proposed subcontractor, prior to the execution of the subcontract, the Contract Documents to which the subcontractor will be bound by this paragraph 9.2. Each subcontractor shall similarly make copies of such Contract Documents available to its subcontractors. Owner shall have the right to review and approve each form of Subcontract. 9.3 Contractor shall be responsible to Owner for the acts and omissions of its agents, employees, suppliers, subcontractors performing Work under a contract with Contractor and such subcontractors' lower -tier subcontractors, agents and employees. 9.4 Nothing contained in the Contract Documents shall be deemed to create any contractual relationship between any subcontractor of any tier and Owner. ARTICLE 10 - MISCELLANEOUS 10.1 No assignment by a party hereto of any rights under, or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically, but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 10.2 Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements, and obligations contained in the Contract Documents. 10.3 Intentionally Omitted. 10.4 Notwithstanding any other provision to the contrary, nothing herein shall constitute a waiver, express or implied, of any of the immunities, rights, benefits, protection, or other provisions of the Colorado Governmental Immunity Act, if applicable. 10.5 This Agreement shall be governed by the laws of the State of Colorado. Jurisdiction and venue of any suit, right, or cause of action arising under, or in connection with this Agreement shall be exclusive in District Court for Eagle County, Colorado. 10.6 This Agreement supersedes all previous communications, negotiations and/or contracts between the respective parties hereto, either verbal or written, and the same not expressly contained herein are hereby withdrawn and annulled. This is an integrated agreement and there are no representations about any of the subject matter hereof except as expressly set forth in the Contract Documents. 10.7 Any notice and all written communications required under this Agreement shall be (i) personally delivered, (ii) mailed in the United States mails, first class postage prepaid, or (iii) transmitted by facsimile machine together with a hard copy conveyed by delivery or mail, to the appropriate party at the following addresses: Owner: Eagle County c/o Eagle County Project Management Department Attn: Rick Ullom 500 Broadway Post Office Box 850 Eagle, CO 81631 (970) 328 -8780 phone (970) 328- 3539fax Contractor: FCI Constructors, Inc. 30701 -70 B Building A Grand Junction, CO 81504 (970)434 -9093 Notices delivered in person shall be effective as of the date of delivery, mailed notices will be deemed given three business days after the date of deposit in a regular depository of the United States Postal Service, and Fax notices will be deemed given upon transmission, if during business hours, or the next business day. Either party can change its address for notice by notice to the other in accordance with this paragraph. 10.8 PROHIBITIONS ON GOVERNMENT CONTRACTS: As used in this Section 10, the term undocumented individual will refer to those individuals from foreign countries not legally within the United States as set forth in C.R.S. 8- 17.5 -101 et. seq. If Contractor has any employees or subcontractors, Contractor shall comply with these statutory provisions as they relate to undocumented individuals. By execution of this Agreement, Contractor certifies that it does not knowingly employ or contract with an undocumented individual who will perform under this Agreement and that Contractor will participate in the E -verify Program or other Department of Labor and Employment program ( "Department Program ") in order to confirm the eligibility of all employees who are newly hired for employment to perform Services under this Contract. A. Contractor shall not: (i) Knowingly employ or contract with an undocumented individual to perform work under this contract for services; or (ii) Enter into a contract with a subcontractor that fails to certify to the Contractor that the subcontractor shall not knowingly employ or contract with an undocumented individual to perform work under the public contract for services. B. Consultant has confirmed the employment eligibility of all employees who are newly hired for employment to perform work under this Contract through participation in the E- verify Program or Department Program, as administered by the United States Department of Homeland Security. Information on applying for the E -verify program can be found at: http: / /www.dhs. ov /xpreyprot /pro rgrams /gc 1 1 8522 1 678 1 50.shtm C. Contractor shall not use either the E -verify program or other Department Program procedures to undertake pre - employment screening of job applicants while the public contract for services is being performed. D. If Contractor obtains actual knowledge that a subcontractor performing work under the public contract for services knowingly employs or contracts with an undocumented individual, the Contractor shall be required to: (i) Notify the subcontractor and the Owner within three days that the Contractor has actual knowledge that the subcontractor is employing or contracting with an undocumented individual; and (ii) Terminate the subcontract with the subcontractor if within three days of receiving the notice required pursuant to subparagraph (i) of the paragraph (D) the subcontractor does not stop employing or contracting with the undocumented individual; except that the Contractor shall not terminate the contract with the subcontractor if during such three days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an undocumented individual. E. The Contractor shall comply with any reasonable request by the Department of Labor and Employment made in the course of an investigation that the department is undertaking pursuant to its authority established in C.R.S. § 8 -17.5- 102(5). F. If Consultant violates these prohibitions, the Owner may terminate the contract for a breach of the contract. If the contract is so terminated specifically for a breach of this provision of this Contract, the Contractor shall be liable for actual and consequential damages to the Owner as required by law. G. The Owner will notify the office of the Colorado Secretary of State if Contractor violates this provision of this Contract and the Owner terminates the Contract for such breach. 10.9 Contractor shall keep full and detailed accounts and exercise such controls as may be necessary for proper financial management under the Contract Documents, and all such accounting and control systems shall be satisfactory to Owner. Owner and Owner's accountants shall be afforded access to, and shall be permitted to audit and copy Contractor's records, books, correspondence, instructions, drawings, receipts, Subcontracts, purchase orders, vouchers, memoranda and other data relating to the Contract Documents and Contractor shall preserve these documents for a period of not less than three (3) years after final payment, or for such longer period as may be required by law. 10.10 Any indemnity, warranty or guaranty given by Contractor to Owner under the Contract Documents shall survive the expiration or termination of the Contract Documents and shall be binding upon Contractor until any action thereunder is barred by the applicable statute of limitations or as otherwise expressly provided on the Contract Documents. 10.11 The signatories to this Agreement aver to their knowledge, no employee of the Owner has any personal or beneficial interest whatsoever in the Work or property described in this Agreement. The Contractor has no interest and shall not acquire any interest, direct or indirect, that would conflict in any manner or degree with the performance of the Work and Contractor should not employ any person having such known interests. 10.12 In the event a change order or amendment to the Contract Documents is agreed to by the parties, the same shall be in writing and executed by both parties. Signature by Owner may be made by Owner's project manager, Rick Ullom, so long as such change orders and amendments are within the budget constraints set for the project. Change orders in excess of the budgeted amount must be approved by the Board of County Commissioners with additional funding appropriation allocated to the Project. IN WITNESS WHEREOF, the parties have executed this Agreement this to day of V tkA+� -A , 2016. "Owner ": COUNTY OF EAGLE, STATE OF COLORADO, By and Through Its BOARD OF COUNTY COMMISSIONERS 44 s Attest: a By: �. �. O9r Teak J. Simonton, Clerk to the STATE OF COLORADO ) )ss: CONTY OF EAGLE ) By: jMn u k.Ae&(j nne McQueeney, Chair "Contractor ": FCI Constructors, Inc. By: Its: & C) The foregoing instrument was acknowledged before me by E�d Fofsrn vn , as Pf esicle +- of [�L'L thisgjAj day of Aer; t , 2016. VV"NETTA K. KIRCHOFF NOTARY PUBLIC STATE OF COLORADO NOTARY ID #20014018493 iy Commisebn Expires M 25, 2017 BIDDING ADDENDUM NO. 1 March 30, 2016 PROJECT IDENTIFICATION: CONSTRUCTION OF THE EXISTING OFFICE SPACE AT ADMINISTRATIVE BUILDING Kristin Degenhardt, Project Coordinator Eagle County Project Management Department 590 Broadway P.O. Box 850 Eagle, CO 81631 SERVICES FOR REMODELING THE EAGLE COUNTY MAIN THIS BIDDING ADDENDUM IS ISSUED FOR THE NOTICE TO ALL BIDDERS OF THE FOLLOWING CHANGED ITEMS: 1. Supplemental Information— Section 01001 Basic Requirements. End of Addendum No. 1 PART 1 GENERAL 1.1 SECTION INCLUDES A. Sur 1. 2. 3. 4. 5. SECTION 01001 BASIC REQUIREMENTS nmary: Contract description. Work by Owner. Coordination with occupants Work restrictions. Specification conventions. B. Price and Payment Procedures: 1. Cash Allowances. 2. Testing and inspection allowances. 3. Schedule of values. 4. Applications for payment. 5. Change procedures. 6. Alternates. C. Administrative Requirements: 1. Coordination. 2. Field engineering. 3. Preconstruction, preinstallation meetings. 4. Progress meetings 5. Cutting and patching. D. Submittals: 1. Submittal procedures. 2. Construction progress schedules. 3. Product data. 4. Shop drawings. 5. Samples. 6. Manufacturer's instructions. 7. Manufacturer's certificates. E. Quality Requirements: 1. Quality control. 2. Tolerances. 3. References. 4. Testing and inspection laboratory services. 5. Manufacturer's field services and reports. 6. Examination. 7. Preparation. Eagle County Assessor's, IT & Communications' Offices Remodel 03 -29 -16 Basic Requirements 01001-1 F. Temporary Facilities and Controls: 1. Temporary electricity. 2. Temporary lighting for construction purposes. 3. Temporary heating and cooling. 4. Temporary ventilation. 5. Telephone service. 6. Temporary water service. 7. Temporary sanitary facilities. 8. Field offices and sheds. 9. Parking. 10. Progress cleaning and waste removal. 11. Project identification. 12. Barriers and fencing. 13. Enclosures. 14. Protection of installed work. 15. Security. 16. Environmental control. G. Product Requirements: 1. Products. 2. Delivery, handling, storage, and protection. 3. Product options. 4. Substitutions. H. Execution Requirements: 1. Closeout procedures. 2. Final cleaning. 3. Starting of systems. 4. Demonstration and instructions. 5. Testing, adjusting and balancing. 6. Protecting installed construction. 7. Project record documents. 8. Operation and maintenance data. 9. Spare parts and maintenance materials. 10. Warranties. 1.2 CONTRACT DESCRIPTION A. Work of the Project includes the interior remodeling of existing office space. B. Perform Work of Contract under a Stipulated Sum contract with Owner in accordance with Conditions of Owner - Contractor Construction Agreement. In the event of any discrepancies /conflicts between the specifications and the Construction Agreement, the Construction Agreement shall govern. 1.3 WORK BY OWNER A. Owner will NOT remove furnishings and stored items from affected areas. Contractor shall be responsible for disassembling (as needed) and removing all furniture and cubicle Eagle County Assessor's, IT & Communications' Offices Remodel 03 -29 -16 Basic Requirements 01001 -2 1.4 1.5 1.6 1.7 1.8 [e partitions, transporting them to an off -site warehouse location in Eagle, and unloading them and placing them in the warehouse. B. Owner will remove and reinstall radiant ceiling heating panels as needed in Assessor's Office remodel. COORDINATION WITH OCCUPANTS A. Partial Owner Occupancy: Owner will continue to occupy spaces adjacent to the remodel area. 1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction. 2. Notify Owner not less than 48 hours in advance of activities that will affect Owner's operations. WORK RESTRICTIONS A. On -Site Work Hours: work hours will include the building business hours (8:00 AM to 5:00 PM Monday — Friday) and may extend into evenings, nights and weekends. SPECIFICATION CONVENTIONS A. These specifications are written in imperative mood and streamlined form. This imperative language is directed to the Contractor, unless specifically noted otherwise. The words "shall be" are included by inference where a colon () is used within sentences or phrases CASH ALLOWANCES A. Costs Included in Allowances: Cost of Product to Contractor or subcontractor, less applicable trade discounts. B. Costs Not Included in Allowances But Included in Contract Sum/Price: Delivery to site, applicable taxes, product handling at the site, including unloading, uncrating, and storage; protection of Products from elements and from damage and labor for installation and finishing. C. Difference in cost will be adjusted by Change Order. TESTING AND INSPECTION ALLOWANCES A. Testing and Inspection Allowances: Not required. SCHEDULE OF VALUES A. Submit schedule on AIA Form G703. Eagle County Assessor's, IT & Communications' Offices Remodel 03 -29 -16 Basic Requirements 01001 -3 B. Submit Schedule of Values in duplicate within 15 days after date of Owner - Contractor Agreement or Notice to Proceed. 1.10 APPLICATIONS FOR PAYMENT A. Submit three copies of each application on AIA Form G702 and G703. B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment. C. Payment Period: Monthly. 1.11 CHANGE PROCEDURES A. Per requirements of Owner - Contractor Construction Agreement. B. Change Order Forms: AIA G701. 1.12 ALTERNATES A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. B. Coordinate related Work and modify surrounding Work as required. C. Schedule of Alternates: 1. No alternates are scheduled. 1.13 COORDINATION A. Coordinate scheduling, submittals, and Work of various sections of specifications to ensure efficient and orderly sequence of installation of interdependent construction elements. B. Verify utility requirement characteristics of operating equipment are compatible with building utilities. C. Coordinate space requirements and installation of mechanical and electrical work indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable. D. In finished areas, conceal pipes, ducts, and wiring within construction. 1.14 FIELD ENGINEERING A. Establish elevations, lines, and levels and certify elevations and locations of the Work conform with Contract Documents. Eagle County Assessor's, IT & Communications' Offices Remodel 03 -29 -16 Basic Requirements 01001-4 B. Verify field measurements are as indicated on shop drawings or as instructed by manufacturer. 1.15 PRECONSTRUCTION, PREINSTALLATION MEETINGS A. Owner will schedule preconstruction meeting after Notice of Award for affected parties. B. When required in individual specification section, convene pre - installation meeting at Project site prior to commencing work of section. 1.16 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at weekly intervals or as required by Owner - Contractor Construction Agreement. B. Preside at meetings, record minutes, and distribute copies within five days to those affected by decisions made. 1.17 CUTTING AND PATCHING A. Employ skilled and experienced installer to perform cutting and patching new Work; restore Work with new Products. B. Submit written request in advance of cutting or altering structural or building enclosure elements. C. Execute cutting, fitting, and patching to complete Work, and to: 1. Fit several parts together, to integrate with other Work. 2. Uncover Work to install or correct ill -timed Work. 3. Remove and replace defective and non - conforming Work. 4. Remove samples of installed Work for testing. 5. Provide openings in elements of Work for penetrations of mechanical and electrical Work. D. Cut masonry and concrete materials using masonry saw or core drill. Restore Work with new Products in accordance with requirements of Contract Documents. E. Fit Work tight to adjacent elements. Maintain integrity of wall, ceiling, or floor construction; completely seal voids. F. Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. G. Refinish surfaces to match adjacent finishes. 1.18 SUBMITTAL PROCEDURES A. Submittal form to identify Project, Contractor, subcontractor or supplier; and pertinent Contract Document references. Eagle County Assessor's, IT & Communications' Offices Remodel 03 -29 -16 Basic Requirements 01001 -5 B. Apply Contractor's stamp, signed or initialed, certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with requirements of the Work and Contract Documents. C. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of completed Work. D. Revise and resubmit submittals as required; identify changes made since previous submittal. E. Allow two weeks turnaround time for Architect /Engineer review of submittals, including shop drawings. 1.19 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial progress schedule in duplicate within 15 days after date established in Notice to Proceed for Architect /Engineer review. B. Submit revised schedules at each Progress Meeting, identifying changes since previous version. Indicate estimated percentage of completion for each item of Work at each submission. C. Submit horizontal bar chart with separate line for each section of Work, identifying first work day of each week. 1.20 PRODUCT DATA A. Product Data: 1. Submitted to Architect /Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents. 2. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents purposes as specified. B. Submit number of copies which Contractor requires, plus two copies which will be retained by Architect /Engineer. Digital (PDF format) copies are acceptable. C. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturer's standard data to provide information unique to this project. 1.21 SHOP DRAWINGS A. Shop Drawings: 1. Submitted to Architect /Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents. 2. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents purposes as specified. Eagle County Assessor's, IT & Communications' Offices Remodel 03 -29 -16 Basic Requirements 01001 -6 B. Submit number of opaque reproductions Contractor requires, plus two copies which will be retained by Architect /Engineer. Digital (PDF format) files are acceptable. 1.22 SAMPLES A. Samples for Review: 1. Submitted to Architect /Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents. 2. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents purposes as specified. B. Samples For Selection: 1. Submitted to Architect/Engineer for aesthetic, color, or finish selection. 2. Submit samples of finishes from full range of manufacturer's standard colors, textures, and patterns for Architect /Engineer selection. 3. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents purposes as specified. C. Submit samples to illustrate functional and aesthetic characteristics of Product. D. Submit samples of finishes from full range of manufacturer's standard colors, textures, and patterns for Architect /Engineer's selection. 1.23 MANUFACTURER'S INSTRUCTIONS A. When specified in individual specification sections, submit manufacturer printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data. 1.24 MANUFACTURER'S CERTIFICATES A. When specified in individual specification sections, submit certifications by manufacturer to Architect /Engineer, in quantities specified for Product Data. B. Indicate material or Product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. 1.25 QUALITY CONTROL A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply with manufacturer's instructions. C. Comply with specified standards as minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. Eagle County Assessor's, IT & Communications' Offices Remodel 03 -29 -16 Basic Requirements 01001 -7 1.26 TOLERANCES A. Monitor fabrication and installation tolerance control of installed Products over suppliers, manufacturers, Products, site conditions, and workmanship, to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply fully with manufacturer's tolerances. 1.27 REFERENCES A. Conform to reference standards by date of issue current as of date of Contract Documents. B. When specified reference standard conflict with Contract Documents, request clarification from Architect /Engineer before proceeding. 1.28 TESTING AND INSPECTION LABORATORY SERVICES A. Owner will appoint, employ, and pay for specified services of independent firm to perform testing and inspection. B. Independent firm will perform tests, inspections, and other services as required. C. Cooperate with independent firm; furnish samples as requested. D. Re- testing required because of non - conformance to specified requirements will be charged to Contractor. 1.29 MANUFACTURER'S FIELD SERVICES AND REPORTS A. When specified in individual specification sections, require material or Product suppliers or manufacturers to furnish qualified staff personnel to observe site conditions and to initiate instructions when necessary. B. Report observations and site decisions or instructions that are supplemental or contrary to manufacturer's written instructions. 1.30 EXAMINATION A. Verify existing site conditions and substrate surfaces are acceptable for subsequent Work. Beginning new Work means acceptance of existing conditions. B. Verify utility services are available, of correct characteristics, and in correct location. 1.31 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. Eagle County Assessor's, IT & Communications' Offices Remodel 03 -29 -16 Basic Requirements 01001-8 B. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying new material or substance in contact or bond. 1.32 TEMPORARY ELECTRICITY A. Coordinate with Owner for use of electricity and power outlets for construction operations, connections, branch wiring, distribution boxes, and flexible power cords as required. 1.33 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES A. Provide and maintain temporary lighting for construction operations as may be needed. B. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required. C. Permanent building lighting may be utilized during construction. Repair, clean, and replace lamps at end of construction. 1.34 TEMPORARY HEATING AND COOLING A. Provide heating and cooling devices and heat and cool as needed to maintain specified conditions for construction operations. B. Provide and pay for operation, maintenance, and regular replacement of filters and worn or consumed parts. C. Maintain minimum ambient temperature of 45 degrees F in areas where construction is in progress, unless indicated otherwise in specifications. 1.35 TEMPORARY VENTILATION A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. 1.36 TELEPHONE SERVICE A. Provide, maintain and pay for telephone service to site at time of project mobilization. Mobile telephones are acceptable. 1.37 TEMPORARY WATER SERVICE A. Coordinate with Owner for use of suitable quality water service required for construction operations. 1.38 TEMPORARY SANITARY FACILITIES A. Building bathroom facilities may be used. Eagle County Assessor's, IT & Communications' Offices Remodel 03 -29 -16 Basic Requirements 01001 -9 B. Maintain in clean and sanitary condition. 1.39 FIELD OFFICES AND SHEDS A. Not required. 1.40 PARKING A. Owner will provide temporary parking areas to accommodate construction personnel. 1.41 PROGRESS CLEANING AND WASTE REMOVAL A. Collect and maintain areas free of waste materials, debris, and rubbish. Maintain site in clean and orderly condition. 1.42 PROJECT IDENTIFICATION A. Provide as may be required by Building Department. 1.43 BARRIERS AND FENCING A. Provide barriers /partitions to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent spaces from damage. May be necessary for staging area. B. Construction: Contractor's option. 1.44 ENCLOSURES A. Erect and maintain temporary partitions to prevent spread of dust and fumes. B. Erect and maintain temporary barriers and security devices. 1.45 PROTECTION OF INSTALLED WORK A. Protect installed Work and provide special protection where specified in individual specification sections. 1.46 SECURITY AND SAFETY A. Provide facilities to protect Work from unauthorized entry, vandalism, or theft. B. Provide safety training, signage, products, and traffic control services as needed to maintain project safety. 1.47 ENVIRONMENTAL CONTROL A. Provide methods, means, and facilities to prevent spread of noxious, toxic substances, and pollutants produced by construction operations to other parts of the building. Eagle County Assessor's, IT & Communications' Offices Remodel 03 -29 -16 Basic Requirements 01001-10 1.48 PRODUCTS A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work, but does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. 1.49 DELIVERY, HANDLING, STORAGE, AND PROTECTION A. Deliver, handle, store, and protect Products in accordance with manufacturer's instructions. 1.50 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any Product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed, except where otherwise noted. C. Products Specified by Naming One or More Manufacturers with Provision for Substitutions: Submit request for substitution for manufacturers not named. 1.51 SUBSTITUTIONS A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals. 1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied: a. Requested substitution is consistent with the Contract Documents and will produce indicated results. b. Requested substitution provides sustainable design characteristics that specified product provided. C. Requested substitution will not adversely affect Contractor's construction schedule. d. Requested substitution has received necessary approvals of authorities having jurisdiction. e. Requested substitution is compatible with other portions of the Work. f. Requested substitution has been coordinated with other portions of the Work. g. Requested substitution provides specified warranty. h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved. B. Substitutions for Convenience: Architect will consider requests for substitution if received within 15 days after the Notice of Award. Eagle County Assessor's, IT & Communications' Offices Remodel 03 -29 -16 Basic Requirements 01001 -11 Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied: a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations. b. Requested substitution does not require extensive revisions to the Contract Documents. C. Requested substitution is consistent with the Contract Documents and will produce indicated results. d. Requested substitution provides sustainable design characteristics that specified product provided. e. Requested substitution will not adversely affect Contractor's construction schedule. f. Requested substitution has received necessary approvals of authorities having jurisdiction. g. Requested substitution is compatible with other portions of the Work. h. Requested substitution has been coordinated with other portions of the Work. i. Requested substitution provides specified warranty. j. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved 1.52 CLOSEOUT PROCEDURES A. Submit written certification Contract Documents have been reviewed, Work has been inspected, and Work is complete in accordance with Contract Documents and ready for Architect /Engineer's inspection. B. Submit final Application for Payment identifying total adjusted Contract Sum/Price, previous payments, and amount remaining due. 1.53 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean interior and exterior surfaces exposed to view. Vacuum carpeted and soft surfaces. C. Clean debris from site. D. Replace filters of operating equipment. E. Remove waste and surplus materials, rubbish, and construction facilities from site. Eagle County Assessor's, IT & Communications' Offices Remodel 03 -29 -16 Basic Requirements 01001 -12 1.54 STARTING OF SYSTEMS A. Provide seven days notification prior to start-up of each item. B. Ensure each piece of equipment or system is ready for operation. C. Execute start-up under supervision of responsible persons in accordance with manufacturer's instructions. D. Submit written report stating equipment or system has been properly installed and is functioning correctly. 1.55 DEMONSTRATION AND INSTRUCTIONS A. Demonstrate operation and maintenance of Products to Owner's personnel two weeks prior to date of Substantial Completion. B. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months. C. Demonstrate start-up, operation, control, adjustment, trouble- shooting, servicing, maintenance, and shutdown of each item of equipment at agreed -upon times, at equipment location. 1.56 TESTING, ADJUSTING, AND BALANCING A. Adjust operating products and equipment to ensure smooth and unhindered operation. 1.57 PROTECTING INSTALLED CONSTRUCTION A. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. B. Protect finished floors, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. 1.58 PROJECT RECORD DOCUMENTS A. Maintain on site one set of Contract Documents to be utilized for record documents. B. Record actual revisions to the Work. Record information concurrent with construction progress. C. Specifications: Legibly mark and record at each Product section description of actual Products installed. D. Record Documents and Shop Drawings: Legibly mark each item to record actual construction. Eagle County Assessor's, IT & Communications' Offices Remodel 03 -29 -16 Basic Requirements 01001-13 E. Submit documents to Architect /Engineer with claim for final Application for Payment. 1.59 OPERATION AND MAINTENANCE DATA A. Submit two sets prior to final inspection, bound in 8 -1/2 x 11 inch text pages, three D side ring binders with durable plastic covers and one electronic (PDF format) copy. B. Prepare binder cover with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS" and title of project. C. Internally subdivide binder contents with permanent page dividers, logically organized, with tab titles legibly printed under reinforced laminated plastic tabs. D. Contents: 1. Part 1: Directory, listing names, addresses, and telephone numbers of Architect /Engineer, Contractor, subcontractors, and major equipment suppliers. 2. Part 2: Operation and maintenance instructions, arranged by system. 3. Part 3: Project documents and certificates. 1.60 WARRANTIES A. Provide duplicate copies. B. Execute and assemble transferable warranty documents from subcontractors, suppliers, and manufacturers. C. Submit prior to final Application for Payment. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION Eagle County Assessor's, IT & Communications' Offices Remodel 03 -29 -16 Basic Requirements 01001-14 GMP PROPOSAL FORM THIS GMP PROPOSAL IS SUBMITTED TO: PROJECT MANAGEMENT DEPARTMENT RICK ULLOM, CONSTRUCTION MANAGER P.O. BOX 850 EAGLE, COLORADO 81631 April 14, 2016 The undersigned Proposer, having examined the site of the proposed Work and having full knowledge of the conditions under which the Work must be performed, hereby proposes to enter into a Project Agreement to perform such Work as set forth in the Contract Documents, of which this Proposal forms a part; and agrees to perform the Work construction therein described on the terms and conditions set forth therein; and will furnish all required labor and materials and pay all incidental costs associated with such Work, all in strict conformity with the Contract Documents, for the following prices listed in the Proposal Form as payment in full. The undersigned further proposes that should this Proposal be accepted, the Proposer will commence Work no earlier than May 31, 2016 and complete the Project on or before November 18, 2016. The undersigned further agrees, if awarded the Contract for the Work included in this Proposal, that it will begin, complete and deliver the required Work in accordance with the General Conditions and other Contract Documents. The undersigned has checked carefully the figures inserted hereinafter by it, and understands that the Owner will not be responsible for any error or omissions on the part of the undersigned in preparing this Proposal. The undersigned hereby certifies that this Proposal is genuine, and not sham or collusive, or made in the interest of or on behalf of any person not herein named, and that the undersigned has not, directly or indirectly, induced or solicited any other Proposer to submit a sham Proposal, or induced any other person, firm or corporation to refrain from bidding, and that the undersigned has not in any manner sought by collusion to secure for himself any advantages over any other Proposer. The only persons interested as principals in this Proposal other than the one whose signature is affixed hereto are to be listed as follows (if there are none, state such fact): NONE Name: Address: Name: Address: This Proposal shall be valid from the date of submission to the date of an executed Project Agreement. In submitting this Proposal, the undersigned further acknowledges and agrees that: (a) the right is reserved by Owner to reject, in its sole discretion, any or all Proposals, and to waive irregularities in bidding; (b) the discretion of Owner in the selection of the most qualified, responsible Proposer shall be final, not subject to review or attack; and (c) this Proposal is made with full knowledge of the foregoing and in full agreement therewith. Respectfully submitted, fI.`'�' l F Contractor (Proposer) FCI Constructors Inc. (SEAL) . By (Signature) _ �"�►,' (Title) President ( corporation /incorporated /partnership) (under the law of the State of Colorado composed of officer, partners or Owner, as follows: President Ed Forsman Vice President Shane Haas Secretary Clayton T. Marshall Name of Contractor FCI Constructors Inc. Treasurer Clayton T. Marshall 3070 1 -70B Address Grand Junction CO 81504 City State Zip Code 970 - 434 -9093 Telephone Number 1. The undersigned Proposer proposes and agrees, if this Proposal is accepted, to enter into an Project Agreement with the Owner to complete all Work as specified or indicated in the fore mentioned Project Agreement for the Contract Price and within the contract time stated in this Proposal and in accordance with the General Conditions. 2. Proposer accepts all of the terms and conditions of the Instructions to Proposers, including without limitation those dealing with performance and payment bonds, and warranty bonds. This Proposal will remain open until the effective date of any Project Agreement between the Owner and the apparent Successful Proposer. The Successful Proposer will sign a Project Agreement and submit all documents required by the Contract Documents within ten (10) days after the date of the Owner's Notice of Award. In submitting this Proposal, Proposer represents, that: a. Proposer has received and examined copies of all the Contract Documents and of the following addenda: Addenda Date Addenda Number Initial 3/31/16 #1 EF Proposer has examined the site and locality where the Work is to be performed, the legal requirements (federal, state and local laws, ordinances, rules and regulations) and the conditions affecting cost, progress or performance of the Work and has made such independent investigations as Proposer deems necessary. 4. Proposer will complete the Work for all Proposal items listed in the Proposal Form. 5. Proposer agrees that the Work will be Substantially Complete on or before October 7, 2016 and Final Completion on or before October 28, 2016 as described throughout these Contract Documents. Proposer accepts the provisions of the Project Agreement as to liquidated damages in the event of failure to complete the Work on time. Extension may be made to the Contract Time at the discretion of the Owner. The following documents are attached to and made a condition of this Proposal: a. A completed Proposer's Qualification Statement as required by Paragraph 3 of the Instructions to Proposers. b. A preliminary construction schedule as described in the Instructions to Proposers. c. Proposer shall submit a list of intended subcontractors for the Project. The list shall include the company name, contact information, years in business, the approximate percentage of the Work to be performed, and the services which will be provided by that subcontractor. 7. Communications concerning this Request for GMP Proposals shall be addressed to: Rick Ullom Construction Manager Email: rick.ullomC)earalecounty.us Phone: 970 - 328 -8780 8. Terms used in this Proposal which are defined elsewhere in the Contract Documents have the same meanings. 9. Proposers shall pay special attention to the following items: a. Proposers should carefully plan out the Work to complete the Project within the Contract Time and keep accurate records of items creating delays to production schedules. Advance planning will be required to prevent the occurrence of overtime. b. Payment for overtime required to complete the Work in the Contract Time will not be authorized unless unforeseen circumstances occur. c. The unit pricing (Supplement Unit Pricing) is supplied with the Proposal Form. These numbers will also be used for overhead and profit to the direct Cost of Work as a basis for additions and subtractions from the scope of Work. d. The quality of Workmanship and materials will be monitored closely by the Owner and Owner's Representative. THE UNDERSIGNED PROPOSER, having familiarized himself with the Work required by the Contract Documents, the site where the Work is to be performed, local labor conditions and all laws, regulations and other factors affecting performance of the Work, and having satisfied himself of the expense and difficulties attending performance of the Work, HEREBY PROPOSES and agrees, if this Proposal is accepted, to enter into a Project Agreement in the form attached, to perform all work, including the assumption of all obligations, duties and responsibilities necessary to the successful completion of the Agreement. This agreement shall also include the furnishing of materials and equipment required to be incorporated in and form a permanent part of the Work, and all tools, equipment, supplies, transportation, facilities, labor, superintendence and services required to perform the Work; and all bond, insurance and submittals; all as indicated or specified in the Contract Documents to be performed or furnished by Contractor in accordance with the following Proposal prices. Proposer must submit pricing on all scheduled values to be considered. Proposals will be rejected if the Proposal Form is modified or altered in any way. Values for each scheduled item shall be written out (typed) in words and numeric format. GMP PROPOSAL PRICE: $629,463 Total itemized costs for materials, installation, and labor for the installation, and two year warranty as shown on the Construction Drawings. Improvements include, but are not limited to: construction services for remodeling of the Eagle County Main Administrative Building. The two -year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. Six hundred twenty nine thousand, four hundred sixty three --------- - - - - -- ---------------------------------------------- - - - - -- (Dollars) I acknowledge that this Proposal includes Addendum(s). 1 Addendum If none, so state. acknowledged The undersigned Proposer agrees to enter into a Project Agreement with Owner on or about ten (10) days after Notice of Award, and further agrees to complete all Work included in the Proposal, in accordance with specified requirements and in accordance with the following estimated schedule. Date Task 5/31/2016 Start Work 9/22/2016 Substantially Complete 10/7/2016 Final Completion Liquidated Damages. Owner and Contractor recognize the importance of establishing and enforcing deadlines. If the deadlines for deliverables are not met then the Owner could suffer financial loss. They also recognize the delays, expense and difficulties involved in proving, in a legal or arbitration proceeding, the actual loss suffered by the Owner if Work is not completed on time, therefore damages for delays in meeting deadlines for all or portions of the Work as shown on the Contract Documents or as documented in Project schedules or meeting notes, shall be assessed at a cost of $250.00 per calendar day for every day late. PREPARED BY Signed: Name Printed: Ed FOrsman Title: President Company: FCI Constructors Inc. [End of Section] PROPOSAL SUBMITTAL CHECKLIST The following items shall be included as part of the Proposal package. Packages not containing these items shall be deemed incomplete and will be rejected. 1. Completed Proposal Form 2. Proposer's Qualifications 3. Acknowledgement of Addendums 4. Proposed subcontractor list S. Proposed Project schedule 6. Supplemental Unit Pricing form [End of Section] SUPPLEMENTAL UNIT PRICING II unit /total prices for each of the items listed shall include all costs involved in the installation of each item or performance of tasks (to include labor and equipment, except where noted), its pro rata share of profits, overhead, warranty, and administrative fees, unless otherwise indicated. Refer to technical specifications and plans for exact description of products. Costs listed below will be the basis of additions and subtractions to the base Bid amount or used for the schedule of value for the three remodel projects. Supplemental Unit Prices: Item Description Unit Unit Price CM /GC —OVERHEAD AND PROFIT FEE PERCENTAGE 7.5 COMMUNICATIONS REMODEL SCHEDULE OF VALUE N/A $163,165 IT REMODEL SCHEDULE OF VALUE N/A $245,266 ASSESSOR REMODEL SCHEDULE OF VALUE N/A $221,03 [END OF SECTION] PROPOSED SUBCONTRACTOR FORM List subcontractors and suppliers providing services and /or materials to be furnished and a summarization of the dollar value of each subcontract: This is to certify that the names of the foregoing mentioned Subcontractors or material suppliers are submitted with full knowledge and consent of the respective parties Proposer: FCI Constructors Inc (Name f Company) By: ° - President (Signature and Title) Date: April 14th, 2016 Note: This sheet may be reproduced by the Proposer to list Subcontractors totaling more than will fit on this page. Certify each sheet as an original sheet and staple additional sheets to this page. [End of Section] Years in Percentage Contact Person and Subcontractor Scope of Work Business of Work Phone Number EC Electric Electrician /low voltage 13 25% Jake Payton - 970 - 241 -3302 2H Mechanical HVAC /Plumbing 11 15% Houston Wright - 970 - 778 -4560 Curtis Engineering Fire suppression 22 3% Gary Curtis - 970 - 858 -7722 Melgares Painting/finishing 39 12% Michael Melgares - 970 - 434 -8000 =ver reen Const. Specialties Doors /Hardware 20 5% Glenn Guthrie - 435 - 640 -3711 Hunter Drywall Framing /Drywall 3 12% Kevin Hunter - 970 - 309 -9294 This is to certify that the names of the foregoing mentioned Subcontractors or material suppliers are submitted with full knowledge and consent of the respective parties Proposer: FCI Constructors Inc (Name f Company) By: ° - President (Signature and Title) Date: April 14th, 2016 Note: This sheet may be reproduced by the Proposer to list Subcontractors totaling more than will fit on this page. Certify each sheet as an original sheet and staple additional sheets to this page. [End of Section] PROPOSER'S QUALIFICATIONS The Undersigned certified under oath the truth and correctness of all statements and /or all answers to questions made hereinafter. Submitted to: Owner: EAGLE COUNTY Submitted by: NAME FCI Constructors Inc Address 3070 1 -70B Building A City, State zip Grand Junction, CO 81504 Phone 970- 434 -9093 Principal Office Check One: (X) Corporation ( ) Partnership ( ) Joint Venture ( ) Individual ( ) Other 1. List the five largest active construction Projects your organization has under contract to date. For each Project include 1) name, 2) owner and phone, 3) owner's rep and phone, 4) contract date and amount, and 5) remaining amount of contract. Please see additional attachments for project references 2. Provide resumes for the principal individuals who would be assigned to this Project. Indicate their position in the company, their role on the Project, approximate time per week on the Project, experience expertise, certifications, etc. Please see additional attachments for team resumes 3. Summarize the experience of the individuals in your organization who would be assigned to this Project. NAME POSITION APPROX. TIME /WEEK Troy Reynolds Superintendant Full time - approx 17 weeks 4. Provide name of bonding and insurance companies and name and address of agents, as well as maximum bonding capacity. What portion remains of this bonding capacity at the time of submittal of the Proposal? -Surety bonds for FCI Constructors, Inc. are written through the Western Surety Company since 1989. Due to the strong financial strength of this organization we have agreed to projects in excess of $100,000,000 and an aggregate capacity in excess of $500,000,000. This is merely a working parameter and does not constitute maximum bond capacity. Western Surety Company is listed in the most recent issue of the Federal Register, Circular 570, and US Treasury Department and possesses a current Best rating of A and All. Western Surety Company is licensed to conduct business in the State of Colorado. Remaining bond capacity is currently $350,000,000 5. What is your Worker's Compensation Experience Modifier Rate? FCI Constructors current EMR rate is .71 FCI Constructors, Inc. Date: Project: EAGLE COUNTY COMMUNICATIONS OFFICE REMODEL 500 BROADWAY, EAGLE CO 81631 GMP ESTIMATE NEW CONSTR. - RENOVATION 729 April 14, 2016 DESCRIPTION TOTAL SF 729 NOTES TOTAL COST COST /SF 010000 GENERAL CONDITIONS $ 26,617 $ 36.51 020000 SELECTIVE DEMO $ 3,015 $ 4.14 030000 CONCRETE $ - $ - 040000 MASONRY $ $ 050000 METALS $ $ - 060000 WOOD & PLASTICS $ 23,092 $ 31.68 070000 THERMAL & MOISTURE PROTECTION $ 547 $ 0.75 080000 DOORS & WINDOWS $ 5,671 $ 7.78 090000 FINISHES $ 35,357 $ 48.50 100000 SPECIALTIES $ - $ - 110000 EQUIPMENT $ - $ - 120000 FURNISHINGS $ 1,184 $ 1.62 210000 FIRE PROTECTION $ 1,630 $ 2.24 22/230000 MECHANICAL $ 23,904 $ 32.79 260000 ELECTRICAL $ 29,215 $ 40.08 SUBTOTAL - DIRECT COST $ 150,232 $ 206.08 CONTINGENCY ALLOWANCE $ - $ - EXCLUDED PER PRE BID BUILDERS RISK INSURANCE $ 50 $ 0.07 GENERAL LIABILITY INSURANCE $ $ - EXCLUDED PER PRE BID MATERIALS TESTING / INSPECTION $ $ BY OWNER PLANNING APPLICATIONS /PERMIT /PLAN REVIEW FEES $ $ BY OWNER BUILDING PERMIT $ $ BY OWNER FCI PAYMENT /PERFORMANCE BOND $ 1,500 $ 2.06 2 YEARS FCI CONSTRUCTION PHASE FEE $ 117384 $ 15.62 TOTAL ESTIMATED CONSTRUCTION COST $ 163,165 $ 223.82 Confidential - FCI Constructors, Inc. FCI Constructors, Inc. Date: Project: EAGLE COUNTY IT OFFICE REMODEL GYPSUM,CO GMP ESTIMATE NEW CONSTR. - RENOVATION 1 2,400 April 14, 2016 DESCRIPTION TOTAL SF 2,400 NOTES TOTAL COST COST /SF 010000 GENERAL CONDITIONS $ 31,855 $ 13.27 020000 SELECTIVE DEMO $ 10,662 $ 4.44 030000 CONCRETE $ - $ - 040000 MASONRY $ $ 050000 METALS $ $ - 060000 WOOD & PLASTICS $ 25,896 $ 10.79 070000 THERMAL & MOISTURE PROTECTION $ 1,800 $ 0.75 080000 DOORS & WINDOWS $ 11,565 $ 4.82 090000 FINISHES $ 65,607 $ 27.34 100000 SPECIALTIES $ - $ - 110000 EQUIPMENT $ $ 120000 FURNISHINGS $ $ - 210000 FIRE PROTECTION $ 4,880 $ 2.03 22/230000 MECHANICAL $ 23,904 $ 9.96 260000 ELECTRICAL $ 49,335 $ 20.56 SUBTOTAL - DIRECT COST $ 225,504 $ 93.96 CONTINGENCY ALLOWANCE $ - $ - EXCLUDED PER PRE -BID BUILDERS RISK $ 50 $ 0.02 GENERAL LIABILITY INSURANCE $ $ - EXCLUDED PER PRE -BID MATERIALS TESTING/ INSPECTION $ $ BY OWNER PLANNING APPLICATIONS /PERMIT /PLAN REVIEW FEES $ $ BY OWNER BUILDING PERMIT $ $ BY OWNER FCI PAYMENT /PERFORMANCE BOND $ 2,600 $ 1.08 2 -YEAR FCI CONSTRUCTION PHASE FEE $ 17,112 $ 7.13 ITOTAL ESTIMATED CONSTRUCTION COST $ 245,266 $ 102.19 Confidential - FCI Constructors, Inc. FCI Constructors, Inc. Date: Project: EAGLE COUNTY ASSESSORS OFFICE REMODEL GYPSUM,CO GMP ESTIMATE NEW CONSTR. - RENOVATION 3,600 April 14, 2016 DESCRIPTION TOTAL SF 3,600 NOTES TOTAL COST COST /SF 010000 GENERAL CONDITIONS $ 27,103 $ 7.53 020000 SELECTIVE DEMO $ 15,946 $ 4.43 030000 CONCRETE $ - $ - 040000 MASONRY $ $ 050000 METALS $ $ - 060000 WOOD & PLASTICS $ 117061 $ 3.07 070000 THERMAL & MOISTURE PROTECTION $ 2,700 $ 0.75 080000 DOORS & WINDOWS $ 107424 $ 2.90 090000 FINISHES $ 56,867 $ 15.80 100000 SPECIALTIES $ - $ - 110000 EQUIPMENT $ $ 120000 FURNISHINGS $ $ - 210000 FIRE PROTECTION $ 5,690 $ 1.58 22/230000 MECHANICAL $ 227216 $ 6.17 260000 ELECTRICAL $ 51,155 $ 14.21 SUBTOTAL - DIRECT COST $ 203,161 $ 56.43 CONTINGENCY ALLOWANCE $ - $ - EXCLUDED PER PRE -BID BUILDERS RISK $ 50 $ 0.01 GENERAL LIABILITY INSURANCE $ $ - EXCLUDED PER PRE -BID MATERIALS TESTING/ INSPECTION $ $ BY OWNER PLANNING APPLICATIONS /PERMIT /PLAN REVIEW FEES $ $ BY OWNER BUILDING PERMIT $ $ BY OWNER FCI PAYMENT /PERFORMANCE BOND $ 27400 $ 0.67 2 -years FCI CONSTRUCTION PHASE FEE $ 15,421 $ 4.28 TOTAL ESTIMATED CONSTRUCTION COST $ 221,032 $ 61.40 Confidential - FCI Constructors, Inc. QUALIFICATIONS WHY FCI FCI Constructors, Inc. operates as a Construction Manager /Gen- eral Contractor. We are a Colorado corporation founded in 1978, consisting of six regional offices, each led by an Operations Man- ager (Vice President). Our company also operates an LLC in New Mexico and Wyoming that are subsidiaries of the corporation. Our corporate headquarters, located in Grand Junction, Colorado, are home to our company's President, Corporate Secretary /Treasurer, and Board of Directors. In our 37 -year history, the majority of our work has been for educational clients. Ranging from multiple work order repair and renovation packages to brand new facilities, FCI understands the complexities of operating a construction project in both a Univer- sity setting and in and around occupied buildings. FCI's teams are well- versed in maintaining safe and secure job sites, and completing projects under fast -track methods. Quality is never compromised, and we partake of the team concept to ensure our clients' standards are met. Our experience outlined within our "Firm Experience" section of this submission will better detail our specific expertise with projects similar to yours. FCI has extensive renovation experience for municipal builidings, corporate offices, banks, healthcare facilities and educational facili- ties. FCI will maintain a close partnership with Eagle County and the Design Team to ensure that the best interests of the project remain as the primary focus. We will provide guidance at every stage of the project, from price proposal through successful completion. Our commitment to giving the best in service, along with our past experiences, will guarantee Eagle County a project that is not only the highest of quality, but it will be completed in the most economical manner. Our presence in Grand Junction for the past 37 years has allowed us to establish strong relationships with local subcontractors and suppliers that help to reduce project costs and ensure high quality, timely project completion. Additionally, FCI is an employee — owned company committed to the success of each and every project. Our project schedule control system and cost tracking system separate us from our competitors, and make us the most viable to control scope, cost, and schedule. As a General Contractor, FCI will provide timely and accurate information for decision making, keep the project on schedule, provide the perspective of a successful builder to ensure best value, long -term durability, safety and the highest quality. EXPERIENCE Gabe Conner PROJECT MANAGER, FCI CONSTRUCTORS Gabe Conner is one of FCI's most meticulous Project Managers with great working relationships with subcontractors. Gabe's hands -on project management style is a perfect fit for the fast - track, field - fit nature of these projects. His construction expertise is invaluable to quality control of these types of renovation projects. Gabe will be the FCI Team Leader. He will oversee and direct all aspects of the project from pre- construction to project close out. Gabe brings his related experience to this project, and he will be responsible for total project success. To ensure this, all communication regarding the project will go through Gabe. This will enable him to make sound decisions in all phases of your project, including pre- construction and construction activities, staffing and scheduling. He will coordinate and schedule weekly meetings as necessary during pre- construction and construction phases to make certain that all involved Team Members are informed as to what decisions need to be made in the time frames necessary to keep the project on track for success. WITH FCI SINCE IN CONSTRUCTION SINCE —2006 —2001 EDUCATION UNITED STATES ARMED FORCES (NAVY)- San Diego, CA REFERENCES — Steve Brady Williams Midstream (918) 640 -1288 REPRESENTATIVE PROJECTS Eagle County Detention Center Carbondale Middle School - Renovation- Eagle, CO Carbondale, CO Alpine Bank Remodel- Grand Junction, CO Williams Midstream Solvay Office Building Renovation- Parachute, CO Primary Care Partners Office Renovation- Grand Junction, CO Community Bank Renovation - Grand Junction, CO Wells Fargo North Avenue Refresh - Grand Junction, CO Pitkin County Library Re -Roof- Aspen, CO Glenwood Springs Methodist Church - Glenwood Springs, CO Mindspring Hospital Nurses Station Renovation- Grand Junction, CO Mindsprings Health Little Bookcliff Apartment Complex Renovation- Grand Junction, CO Town of Avon I -70 Regional Transporation Facility Lea County Law Enforcement - Lovington, NM Hallburton Frac Acid - Grand Junction Halliburton Baroid - Cameo, CO — Dave Kasnoff Engineering Division Halliburton Energy Services Halliburton GJ - Cameo Sand Phone: 970- 523 -3615 Plant — Cameo, CO — Lloyd Dressler Facilities Manager Mind Springs Asset Management, Inc. Phone: 970-683-7096 Eagle County Justice Center - Eagle, CO Battlement Mesa Middle School — Parachute, CO Glenwood Springs High School — Glenwood Springs, CO Holy Cross Energy — Glenwood Springs, CO .F Troy Reynolds Superintendent With FCI since: 1999 In Construction Since: 1986 Troy Reynolds is one of FCI's hardest working Superintendents. In the 16 years he has been with FCI, Troy has worked his way up from Finish Carpenter to Journeyman to Superintendent. Our clients who have the opportunity to work with Troy witness his inexhaustible energy and true dedication to the projects he works on. His clients and their projects are always priority number one. I Relevant Projects: St. Mary's Hospital Shell -Floor Build -Out Head Walls -Grand Junction, CO Avon 1 -70 Regional Transportation Facility- Avon, CO Eagle County Justice Center- Eagle, CO Mesa County Courthouse Renovation- Grand Junction, CO Mesa County Justice Center- Grand Junction, CO Community Bank of Colorado Renovation- Grand Junction, CO Little Bookcliff Apartments Renovation- Grand Junction, CO Wells Fargo Renovations (Multiple Locations) - Grand Junction, CO HopeWest Properties Small Jobs- Grand Junction, CO Hilltop Property Management Small Jobs- Grand Junction, CO Cederedge Middle School — Cedaredge, CO Delta Middle School Auditorium Renovation — Delta, CO Fruita 8/9 School — Fruita, CO Glenwood Springs High School — Glenwood Springs, CO Hilltop Mesa House — Mesa, CO Museum of Western Colorado — Grand Junction, CO Rangely Assisted Living Facility — Rangely, CO RFTA Bus Maintenance Facility — Glenwood Springs, CO Shell Oil (Mahogany Research Project) — Piceance Creek, CO Telluride Park Pavilion — Telluride, CO • FCI o 970- 396 -8240 0 treynolds @fciol.com Constructors, Inc. EXPERIENCE Williams Midstream Solvay Tenant Finish / Renovation Project PARACHUTE, COLORADO Services provided: Tenant finish and renovation of the second floor. The project is 16,000 sf. A small portion of the first floor that included the installation of card readers, locks, one room of carpet and some minor demolition and paint. The affected first floor area is approximately 1,500 sf (not including the computer room.) Owner: Williams Field Services, Jacque Hill Williams Midstream, (918) 640 -1288 Original Project Bid: $422,794 Final Construction Cost: $562,514 Change Orders: 1, $139,720. Owner added scope of electrical lens changes, office modification, carpet replacement, ceiling tile replacement, replacement of outlets, switches and cover, stair nosing and treads, demo and paint first floor reception, revisions to window coverings, restroom tile replacement. Community Banks of Colorado Renovation GRAND JUNCTION, COLORADO Services provided: This fast -track interior renovation consisted of new carpet and paint throughout the entire building, the addition of four new offices, a new conference room, an new teller work room and the modification and updating of an existing teller line. Work included all architectural, mechanical, electrical and plumbing systems. This project was completed on schedule in 8 weeks. Owner: Community Banks of Colorado Michael Sinnett, Director of Facilities Email: msinnett @cobnks.com 5570 DTC Parkway Greenwood Village, CO 80111 Original Project Bid: $115,207 Final Construction Cost: $115,207 No change orders. EXPERIENCE Little Bookcliff Apartments Renovation GRAND JUNCTION, COLORADO Services provided: Renovation to 20 apartment units. Interior demolition -new carpet, flooring, cabinetry, countertops, doors and hardware, paint. Exterior renovation inclueded - replacement of exterior windows, all exterior doors, re- roofed and exterior paint. Parking lot asphalt overlay. This was a fast -track job completed in seventeen days. FCI self - performed on doors and hardware. FCI self - performed the delmolition, painting, finish carpentry, doors and hardware. Project Cost: $326,150 Owner: Grand Jucntion Housing Authority, Tim Spach, (970) 245 -0388 Mind Springs Asset Management, Inc., Lloyd Dressler, Facilities Manager, (970) 683 -7096 Wells Fargo North Avenue Refresh GRAND JUNCTION, COLORADO Services provided: Interior renovaion included for rebranding and updating. The remodeling of eight bathrooms. Remodeling of workstations and the addition of new lounge seating, new window covers, furniture and a compelte refresh of paint. The project was completed in 30 days. FCI self - performed all casework for this project. Project Cost: $163,000 Owner: Wells Fargo Bank, Darby Kelly, Retail Property Portfolio Manager, Corporate Properties Group Phone: (303) 658 -5219, Cell: (720) 636 -5364 EXPERIENCE Eagle County Justice Center Detention Booking & Control Remodel EAGLE, COLORADO Services provided 'his project consisted of a remodel of the booking area and central control room with demo and replacement of the existing built in work stations. It included plumbing, electrical and low voltage scopes of work. The project area was within a secure area of the facility. Temporary barriers were placed to provide work place access within the project areas. This project required great care in managing access and control of the work space. Detailed logistics for coordinating work in this active environment was very important for the coordination subcontracted trades selected for this project. Delivery Method: CM /GC Overall construction cost of project: Original Construction Cost: $167,208 Final Construction Cost: $154,343 Total Change Order Value: 1 - $12,865 cost savings to owner. Schedule: Original Scheduled Completion: 8/12/2015 Actual Completion: 8/12/2015 Owner: Rick Ullom, Eagle County (970) 328 -8780 Architect: Bob Johnson, Reilly Johnson Architects, (303) 832 -9111 5 0 Ild ~� EXPERIENCE American State Bank & Trust Addition / Renovation WILLISTON, NORTH DAKOTA Services provided: Demolition of approximately 5,568 SF of existing buildings. Construction of a new two level building with basement: 5,050 SF full- height basement, minimal finish -out, 6,628 SF first floor, complete finish -out; 6,628 SF second floor, minimal finish -out. Exterior finishes include a thin brick veneer, metal panels, exterior insulation and finish system and painted brick. Renovation of the existing bank facility included: new storefront entrances; exterior elevation fenestration; minimal exterior wall modification, required for new exterior fenestration and interior remodel to allow for connection of existing building to new building. Owner: American State Bank & Trust, Dave Hanson, 701 -774- 4101 Original Project Bid: $3,467,217 Final Construction Cost: $3,835,425 Change Orders: $368,208, Owner added scope for: • Exterior Lighting Upgrades. (LED strip lights /accent lighting, lighting control panel, and existing signage up- grades). • Additional EPDM roofing added to the existing structure. • Interior finish upgrades. • Fire Suppression System. • Interior layout changes. • Faux Finish added to the inside of the elevator hoist way. • Glass /aluminum guardrail added at the atrium. Hilltop Community Resources Renovation Projects GRAND JUNCTION, COLORADO Completed Renovation Projects • Hilltop Companion Care Remodel - $173,372 • Hilltop Corporate Office - $822,832 • Hilltop Meas House - Bath & Kitchen Remodel -$48,519 • Hilltop Montrose Office Remodel - $205,106 • Hilltop RYS & Adult Daycare - $676,996 • Hilltop Secured Assisted Living Renovation - S 122,210 • Hilltop Commons Dining Room Addition - $1,109,139 • Hilltop Community Resources Remodel Mon- trose- $400,000 Owner: Hilltop Community Resources, Mike Stahl, CEO, (970) 242 -4400 EXPERIENCE Primary Care Partners GRAND JUNCTION, COLORADO { i 4 �• f Mesa County Central Services GRAND JUNCTION, COLORADO Services provided: To date, FCI Constructors has completed three design /build renovations for Primary Care Partners. Kokopelli Unit C & D- Fruita, CO: Interior remodel / tenant finish. Construction cost was $382,398. Physical Therapy Remodel: $199,062 remodel of the physical therapy office. This remodel project was completed at night allowing the office to be fully occupied and operational during office hours. Owner: Primary Care Partners, Kent Baughman, Facilities Operations, (970) 254 -2635 Services provided: Complete renovation of an existing structure to provide for new Mesa County office space for use by multiple County agencies. The structure consisted of multiple structural systems that varied from wood framing to load bearing masonry. The existing building had been abandoned for several years and thus required significant renovation, as well as structural enhancements. The project had an extremely limited budget, and required significant value analysis to get the project complete. The project is anticipated to save Mesa County over $100,000 per year in space costs. Owner: Mesa County, Dave Detwiler (970) 261- 6360 / Architect: Chamberlin Architects, Eric Tscherter (970) 242 -6804 GMP:: $3.9 Million Final Construction Cost:: $4,100,144 $200,144 - Additional scope was added with acceptance of metal roofing. FAMILIARITY WITH EAGLE COUNTY FCI is currently working with Eagle County and the Eagle County Airport Regional Airport on the Eagle County Airport Snow Removal Equipment building. Over the past ten years, FCI has completed seventeen projects in Eagle County. Due to our familiarity with Eagle County and its subcontractors, FCI is confident in our ability to maximize local participation for this project, while providing the best value to the County. FCI is working on or has completed the following projects in the Vail / Eagle area: • Eagle County Airport SRE Building • Town of Avon I -70 Regional Transportation Facility • Lionshead Transit Center Phase 1 • Eagle County Justice Center • June Creek Elementary School • Eagle Valley School District Office Renovation • Eagle Public Library Expansion • Eagle Town Hall • Eagle River Valley Academic Center • Red Canyon High School • Stop N' Save Edwards • Eagle Coutny Airport Fire and Rescue Station It also should be noted that because of FCI's experience working with Eagle County on their Justice Center, FCI is also familiar and well versed with the standards and requirements of Eagle County's ECO -Build program. REFERENCES References Jeff Bown, Regional Maintenance Supervisor Alpine Bank Phone: (970) 254 -2024 Pete Libson Loco, Inc. Phone: (970) 270 -5666 Darby Kelly, Retail Property Portfolio Manager Wells Fargo Bank Grand Junction Phone: (720) 636 -5364 Rick Ullom Eagle County Phone: (970) 328 -8880 LEGALISSUES Leagl Issues In the history of FCI Constructors there have been no bankruptcy, foreclosure, litigation or arbitration proceedings in which the firm has been involved, and our bonding company has never had to act on our behalf. FCI has never been involved in any project where delay claims or liquidated damages were assessed. In past 34 years, one lawsuit has been brought against FCI, but was dismissed with a summary judgment. Additionally there have never been any administrative proceedings or hearings before any government or regulatory agencies, including the Occupational Safety and Health Administration (OSHA) and Internal Revenue Service (IRS), nor have there been any significant claims by any Owner on recent projects completed or under construction. Eagle County Administration Remodel 14- Apr -16 10:13 Activity ID Activity Name Original Start Finish Total Qtr 3, 2016 Duration Float Jun Jul Aug Sep -• .. -. 26 NEWPROJ -211.1 Communications Remodel 85 31- May -16 26- Sep -16 23 26 A1000 Demolition 3 31- May -16 02- Jun -16 23 Q Demolition A1010 Framing /Partitions 5 03- Jun -16 09- Jun -16 23 '==== Framing /Partitions L A1250 Electrical - Rough in 4 10- Jun -16 15- Jun -16 23 ! Electrical - Rough in HVAC %Plumbing Hang, Tape Finish Gypsum Drywall Lo Millwork /Casework A1240 HVAC /Plumbing 7 13- Jun -16 21- Jun -16 23 A1020 Hang, Tape Finish Gypsum Drywall 5 22- Jun -16 28- Jun -16 23 A1030 Millwork/Casework 3 29- Jun -16 01- Jul -16 23 Painting /Finishing A1040 Painting /Finishing 5 30- Jun 06- Jul 23 -16 -16 ! Doors and Hardware Glazing Electrical - Trim out Flooring A1050 Doors and Hardware 5 07- Jul -16 13- Jul -16 23 A1060 Glazing 2 12- Jul -16 13- Jul -16 23 A1320 Electrical - Trim out 5 12- Jul -16 18- Jul -16 23 A1330 Flooring 515 - Jul -16 21- Jul -16 23 22- Jul -16 26- Jul -16 23 A1070 Final Cleaning 3 Final Cleaning NEWPROJ- 211.1.1 IT Remodel 54 13- Jul -16 26- Sep -16 23 26 - - - - - -- - -- - - - -- - - - -- -- - - - - -- - -- - -- - -- - -- -- I�rDelrnolition - -- - - -- -- - - A1080 Demolition 4 13- Jul -16 18- Jul -16 23 ----- - --- ! A1090 Framing /Partitions 3 ! Framing / Partitions Electrical - Rough in HVAC /Plumbing 19- Jul -16 21- Jul -16 23 A1270 Electrical - Rough in 3 20- Jul -16 22- Jul -16 23 A1260 HVAC /Plumbing 4 25- Jul -16 28- Jul -16 23 a Hang, Tape Finish Gypsum Drywall - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- - -- - Electrical -Trim out Millwork /Casework A1100 Hang, Tape Finish Gypsum Drywall 4 29- Jul -16 03- Aug -16 23 A1310 Electrical - Trim out 3 04- Aug -16 08- Aug -16 23 A1110 Millwork/Casework 2 09- Aug 10- Aug 23 -16 -16 ! L Painting /Finishing A1120 Painting /Finishing 5 11- Aug -16 17- Aug -16 23 ! Doors and Hardware Glazing .1---------------------------------------------------------- A1130 Doors and Hardware 3 18- Aug -16 22- Aug -16 23 A1140 Glazing 2 23- Aug -16 24- Aug -16 23 A1340 Flooring 5 25- Aug -16 31- Aug -16 23 - - - - -- -------------------------------------------------- - - - - -- -- - - - - -- ------- - - - - -- -- - -- Flooring A1150 Final Cleaning 3 01- Sep -16 05- Sep -16 23 Final Cleaning 26 Demolition 1160, Demolition 5 26- Jul -16 01- Aug -16 23 _ A1170 Framing /Partitions 2 02- Aug -16 03- Aug -16 23 Framing /Partitions A1290 Electrical - Rough in 3 04- Aug -16 08- Aug -16 23 Electrical - Rough in HVAC /Plumbing Hang, Tape Finish Gypsum Drywall Millwork /Casework Painting /Finishing ----------------------------------------------------------------------------------------- - - - - -- - ---------------------------- Doors and Hardware Glazing ! Electrical -Trim out Flooring Fin A1280 HVAC /Plumbing 5 09- Aug -16 15- Aug -16 23 A1180 Hang, Tape Finish Gypsum Drywall 4 16- Aug -16 19- Aug -16 23 A1190 Millwork/Casework 5 22- Aug -16 26- Aug -16 23 A1200 Painting /Finishing 10 22- Aug -16 0 2- Sep -16 23 A1210 Doors and Hardware 2 02- Sep -16 05- Sep -16 23 A1220 Glazing 5 05- Sep -16 09- Sep -16 23 A1300 Electrical -Trim out 5 08- Sep -16 14- Sep -16 23 A1350 Flooring 5 15- Sep -16 21- Sep -16 23 A1230 Final Cleaning 3 22- Sep -16 26- Sep -16 23 Actual Work ® Critical Remaining Work Vm00000I Summary Page 1 of 1 TASK filter: All Activities D Remaining Work ♦ ♦ Milestone © Oracle Corporation REQUEST FOR GMP PROPOSAL 119ml IWSc]I &Celft0 A 1e110 1 ITA ]l IkimlaJ!etr►v :111_1ol10[ct�1�Iy�:��l I1 [OUR SIM MI-lil1A MARCH 22, 2016 GMP TO BE RECEIVED BY APRIL 14, 2016 GMP TO BE SENT TO: PROJECT MANAGEMENT DEPARTMENT RICK ULLOM, CONSTRUCTION MANAGER P.O. BOX 850, EAGLE, COLORADO 81631 3289 COOLEY MESA ROAD, GYPSUM, CO 81637 TABLE OF CONTENTS Listof Drawings ................................................................................................ ............................... Requestfor GMP Proposal ............................................................................ ............................... Instructions to Proposers .......................................................................................... ............................... ProposalForm ........................................................................................................... ............................... ProposalSubmittal Checklist ...................................................................................... ............................... SupplementalUnit Pricing ........................................................................... ............................... Proposed Subcontractor Form ............................................................................. ............................... Qualifications....................................................................................................... ............................... SampleAgreement ............................................................................................... ............................... GeneralConditions ................................................................................................ ............................... Specifications................................................................................................... ............................... LIST OF CONSTRUCTION DRAWINGS The following is a complete list of the construction drawings that are included in the Proposal Package (the "Construction Drawings "). Sheet No. Sheet Name Most Current COMMUNICATIONS OFFICE REMODEL G0.01 Title Sheet 3/21/16 A1.01 Existing and Proposed Floor Plans 3/21/16 A1.02 Existing and Proposed Floor Plans 3/21/16 A4.11 Interior Elevations, Door Schedule 3/21/16 A5.01 Details 3/21/16 M1.0 HVAC Plan 3/26/15 E1.0 Electrical Legend, Specs, & Details 1/27/16 E2.0 Power, Systems & Lighting Plans 1/27/16 IT OFFICE REMODEL A -1 Title Sheet 3/21/16 A -2 Existing /Demolition Floor Plan 3/21/16 A -3 Proposed Floor Plan 3/21/16 A -4 Existing /Demolition RCP 3/21/16 A -5 Proposed RCP 3/21/16 A -6 Interior Elevations 3/21/16 A -7 Details and Schedules 3/21/16 A -8 Schedules 3/21/16 MP1.0 Legend, Spec's & Schedules 3/21/16 MP2.0 HVAC & Plumbing Plan 3/21/16 E1.0 Electrical Legend, Specs & Details 3/21/16 E2.0 Demo Power & Systems Plan 3/21/16 E2.1 Power & Systems Plan 3/21/16 E3.0 Lighting Plan 3/21/16 ASSESSOR OFFICE REMODEL A -1 Title Sheet 3/21/16 A -2 Existing /Demolition Floor Plan 3/21/16 A -3 Existing /Demolition Floor Plan 3/21/16 A -4 Existing /Demolition RCP 3/21/16 A -5 Proposed RCP 3/21/16 A -6 Interior Elevations 3/21/16 A -7 Details 3/21/16 A -8 Schedules 3/21/16 MP1.0 Mechanical Legend, Spec's & Schedules 3/21/16 MP2.0 HVAC Ducting Plan 3/21/16 MP2.1 Ceiling HVAC Plan 3/21/16 E1.0 Electrical Specs, Legend & Onelines 3/21/16 E2.0 1st Floor Power Plan 3/21/16 E3.0 1st Floor Lighting Plan 3/21/16 [End of Section] GMP PROPOSAL GMP Issue: March 22, 2016 Project: EAGLE COUNTY MAIN ADMINISTRATIVE BUILDING OFFICE Project Location: 500 Broadway, Eagle Colorado 81631 wcca @wcca- gi.com Eagle County is soliciting proposals for construction services for the interior remodeling of existing office space known as the "Eagle County Main Administrative Building" ( "Project ") located at 500 Broadway, Eagle Colorado 81631. This project includes three separate areas that are being combined into one overall project with three separate sets of plans and building permits. Work will be ongoing concurrently in different areas with phasing required for temporary relocation of staff to accommodate ongoing business operations and construction sequencing. Construction services to be provided include, but are not limited to, demolition, framing, drywall, interior finishes, millwork, mechanical and electrical systems as per the Construction Drawings. GMP Proposals for the Project must be sent to Rick Ullom, Construction Manager, via U.S. mail addressed to the Eagle County Project Management Department, ATTN: Rick Ullom, Construction Manager, P.O. Box 850, Eagle, CO 81631 -0850; or by FeclEx, UPS, DHL, or hand delivered to the Eagle County Project Management Department, Eagle County Maintenance Service Center, ATTN: Rick Ullom, 3289 Cooley Mesa Road, Gypsum Colorado, 81637; or by email to: rick.ullom @eaglecounty.us. GMP Proposals must be received on or before 3:00 p.m., MDT on April 14, 2016, in order to be considered. All documents submitted with the GMP Proposal shall be clearly marked with the Proposer's name. GMP Proposals received after the date and time set forth above may be considered non- responsive. Sole responsibility rests with the Proposer to ensure its Proposal is received on time and at the stated location. No telephone or facsimile Proposals will be accepted. The Owner of the Project, EAGLE COUNTY (hereinafter referred to as the "Owner ") presently anticipates reviewing the GMP Proposals from April 15, 2016 to April 22, 2016 and issuing a Notice of Award to the Successful Proposer by approximately April 27, 2016. The Successful Proposer will be required to furnish certification of specific insurance requirements and performance bonds required for contracts with Owner prior to the commencement of any services. All General Contractor Proposers are required to attend a mandatory pre - proposal meeting and site visit on March 31, 2016 at 2:30 p.m., local time at the Eagle County Main Administrative Building's east entrance. Failure to attend may result in disqualification of a Proposer's Proposal. Potential subcontractors are encouraged to attend. The Construction Drawings and the Specifications for the Project may be obtained electronically from the Eagle County Project Management Department Office from the Project Coordinator, Kristin Degenhardt, kristin .degenhardt @eaglecounty.us. The Drawings and Specifications are also available at www.eaglecounty.us. Owner reserves the right, in its sole discretion, to accept or reject any and all Proposals, to waive any informality or technicality in any Proposal, to negotiate contract terms with a Proposer, to disregard all non - conforming, non - responsive or conditional Proposals and to postpone the award of the Project Agreement for a period not exceeding ninety (90) days after review of the GMP Proposals. Any questions concerning this Proposal shall be directed in writing (e -mail) to: Kristin Degenhardt, Project Coordinator, Construction Manager Email: kristin .degenhardt @eaglecounty.us [End of Section] INSTRUCTIONS TO PROPOSERS INSTRUCTIONS TO PROPOSERS 1. Defined Terms Terms used in these Instructions to Proposers which are defined elsewhere in the Contract Documents have the same meanings. The term "Successful Proposer" means the most qualified, responsible proposer to whom the Owner (on the basis of Owner's evaluation as hereinafter provided) makes an award. "Applicable Requirements" means all federal, state and local laws, statutes, ordinances, codes, rules, regulations, orders, judgments and decrees applicable to the Work. "Construction Schedule" means a document containing specific time periods and deadlines associated with construction of the Project and performance of the Work. "Contractor" means the company that undertakes a Project Agreement to provide material and labor to complete the Project. "Contract Time" means the time between the signing of the Project Agreement and Final Completion. "Contract Price" means the compensation for the Work, as specified in the Project Agreement authorizing the Work to be performed. "County" means Eagle County, Colorado a body corporate and politic. "Effective Date" means the date upon which the Project Agreement is signed. "Final Completion" means (a) the Work has passed all applicable inspections and Contractor has obtained all required approvals, permits, certificates and sign -offs from the appropriate agencies, including governmental authorities and utilities, (b) all Work, including all punch list Work, has been completed to Owner's satisfaction, as evidenced by a written approval notice to Contractor from Owner's Authorized Representative and (c) Contractor has delivered to Owner the as -built Plans, and other documentation required and cleaned the Site. "General Conditions" means the general conditions as set forth in the Contract Documents. "Owner" means EAGLE COUNTY "Payment Authorization" means all written authorizations that Owner requires Contractor to submit with invoices for payment. "Phase" means a portion of the Project defined as such. "Plans" means the official plans, drawings, Working drawings, or supplemental drawings or exact reproductions thereof, approved by Owner's Authorized Representative, which show the location, character, dimensions, and details of the Work. "Project" means the construction Project specified in the Project Agreement and Scope of Work; in the total construction of which the Work may be the whole or a part. "Project Agreement" means the legally binding contract that is signed by the Owner and the Contractor to successfully complete the Project defined by the Contract Documents. "Proposal" means the offer or proposal of the Proposer submitted on the prescribed Proposal Form setting forth the prices for the Project to be constructed. "Proposal Package" means all documents and drawings provided to the Contractor for bidding purposes, consisting of: List of Construction Drawings, Request for GMP Proposals, Instructions to Proposers, Proposal Form, Proposal Submittal Checklist, Supplemental Unit Pricing, Proposed Subcontractor Form, Proposer's Qualifications, General Conditions, General Requirements, Technical Specifications and Sample Project Agreement. "Proposal Form" means the form of the offer or proposal setting forth the Project to be constructed. "Proposer" means any individual, firm or corporation submitting a GMP Proposal for the Project contemplated, acting directly or through a duly authorized representative. "Punch List" means a list of issues compiled by the Owner and Owner's Representative that need to be resolved by the Contractor prior to Final Completion. "Site" means the physical location of the Project(s). "Special Conditions" means the specific clauses setting forth conditions or requirements peculiar to the Project, covering Work or materials involved in the Bid which are not thoroughly or satisfactorily stipulated in the General Conditions or Specifications. "Substantial Completion" means the Work (or a specified part thereof) has progressed to the point where, in the opinion of Owner as evidenced by its definitive certificate of substantial completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it was intended; or if there be no such certificate issued, when final payment is due in accordance with the General Conditions. The terms "substantially complete" and "substantially completed" as applied to any Work refer to substantial completion thereof. "Specifications" means the specifications specified in the Scope of Work in drawing and document format. "Subcontractor" means an individual or entity having a direct contract with the Contractor or with any other Subcontractor for the performance of a portion of the Work. "Supervisor" means Contractor's Supervisor designated under the Contract Documents. "Time and Material Authorization" or "TMA" means a document, which will be provided to Owner by Contractor identifying hourly charges for specific Work to be performed and equipment to be used to complete the Project. "Work" or "Scope of Work" means the Work specified in the Construction Drawings and the Technical Specifications. 2. Copies of Contract Documents a. The Contract Documents consist of the following: Project Agreement Contractor's Proposal Form Request for GMP Proposals and Instructions to Proposers General Conditions Construction Drawings Specifications Proposal Schedule Descriptions Addenda Performance and other Bonds Notice of Award and Notice to Proceed Change Orders In case of a discrepancy between the documents, the order of precedence is as listed above. b. The Drawings and Specifications are available at www.eaglecounty.us or electronically through the Owner's Representative, Kristin Degenhardt, kristin .degenhardt @eaglecounty.us. Proposers will be responsible for all printing costs. Hard copy plan sets can be sent to a Proposer upon request at a cost of $150.00. Checks should be made payable to Menendez Architects. c. Complete sets of Contract Documents shall be used in preparing Proposals. Neither Owner, nor Owner's Representative assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Contract Documents. d. The Owner reserves the right to issue Addenda. Proposers shall provide an e-mail address to which the Owner can e-mail the Addenda or notice thereof. In the event the Proposer does not have an e-mail address, the Proposer shall provide a telephone number where the Owner can notify the Proposer by phone of the Addenda. The Proposer shall be responsible for obtaining any Addenda. e. The Owner, in making Contract Documents available, does so only for the purpose of obtaining Proposals for the Work and does not confer a license or grant for any other use. 3. Qualifications of Proposers To demonstrate qualifications to perform the Work, each Proposer is required to complete and submit the attached Proposer's Qualification Statement with its Proposal. 4. Examination of Contract Documents and Site Before submitting a Proposal, each Proposer shall (a) examine the Contract Documents thoroughly; (b) visit the site to become familiar with local conditions that in any manner affect cost, progress or performance of the Work; (c) become familiar with federal, state and local laws, ordinances, rules and regulations that in any manner affect cost, progress or performance of the Work; and (d) study and carefully correlate the Proposer's observations with the Contract Documents. b. A mandatory pre -bid meeting for all General Contractors will take place on March 312016 at 3:00 p.m., local time at the Eagle County Main Administrative Building, 500 Broadway, Eagle, Colorado. Site visits must be scheduled through by contacting Kristin Degenhardt 970 - 328 -3457 to review the area of Work. c. The submission of a Proposal shall constitute an incontrovertible representation by the Proposer of compliance with every requirement of the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the Work. d. A $20,000.00 contingency will be included into the Contract Price for unforeseen conditions or emergencies ( "Contingency'). Any expenditure of the Contingency must be expressly approved by Owner. 5. Interpretations All questions about the meaning or intent of the Contract Documents shall be submitted to the Owners Representative in writing. Replies shall be issued by Addenda. The last day for interpretation of the Contract Documents is April 11, 2016. Questions received after 5:00 pm on this date shall not be answered. All Addendums shall be issued by the Owners Representative no later than 5:00 pm on April 12, 2016. Only questions answered by formal written Addenda shall be binding. The Owner has not and will not authorize anyone to orally interpret any of the Contract Documents and any such oral or other interpretations or clarifications shall be without legal effect. 6. Bid Security INTENTIONALLY OMITTED 7. Substitute Material and Equipment a. The Project Agreement, if awarded, will be on the basis of material and equipment described in the Construction Drawings as specified in the Specifications without consideration of possible substitute or "or- equal" items. Whenever it is indicated in the Construction Drawings, or specified in the Specifications, that a substitute or "or- equal" item of material or equipment may be furnished or used by Contractor if acceptable to Owner, application for such acceptance will not be considered by Owner until after the effective date of the Project Agreement. 8. Proposal Form a. Proposer shall submit one hard copy of completed Proposal Form. b. The Proposer shall submit a completed Proposal Form. Amounts shall by typed and not handwritten. c. Proposal Forms shall be clearly printed, so as to be legible. Proposals may be disqualified if they are illegible, as determined by the parties reviewing the Proposals. d. Proposals by corporations must be executed in the corporate name by the president or a vice - president (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown. e. Proposals by partnerships must be executed in the partnership name and signed by a general partner, whose title must appear under the signature, and the official address of the partnership must be shown below the signature. f. All names must be typed or printed by the signature. g. Proposers are required to complete all Proposal Schedules with amount to be typed and not handwritten. If all Proposal Schedules are not complete, the Proposal will be considered incomplete and may be rejected in the sole discretion of the Owner. Proposals with other omissions may also be rejected in the sole discretion of the Owner. h. Alterations of the Proposal Form will not be accepted. 9. Submission of Proposals Proposals shall be submitted in the manner and at the time and place indicated in the Request for GMP Proposals. Proposals shall be submitted in a sealed envelope, plainly marked "Proposal for Eagle County Main Administrative Building Remodel" or via email with the title "Proposal for Eagle County Main Administrative Building Remodel" in the subject line of the email. If submitting hard copies of the Proposal, the outside of the envelope must contain the name and address of the Proposer. All documents submitted with the Proposal shall be clearly marked with the Proposer's name. The Proposal shall be accompanied by all required documents and a disk (or electronic storage device e.g. "thumb drives ") containing the Proposal Form, Proposal Schedule, and any other relevant information. No telephone or facsimile Proposals will be accepted. 10. Modification and Withdrawal of Bids a. Proposals maybe modified or withdrawn at anytime prior to the review of the Proposals by submission of an appropriate document executed in the manner that a Proposal must be executed, and delivered to Rick Ullom at the street address where Proposals are to be submitted. b. If, within twenty -four hours after the Proposals are reviewed, any Proposer files a duly signed written notice with the Owner and promptly thereafter demonstrates to the reasonable satisfaction of the Owner that there was a material and substantial mistake in the preparation of the Proposal, that Proposer may withdraw its Proposal. Thereafter, that Proposer will be disqualified from further bidding on the Work. 11. Review of Proposals a. When Proposals are opened publicly, they will be read aloud, and an abstract of the amounts of the base Proposal and major alternates (if any) will be made available after the opening Proposals. b. All Proposals shall remain open for thirty (30) days after the day of the Proposal review, but Owner may, in its sole discretion, release any Proposal prior to that date. 12. Award of Contract a. If a Project Agreement is to be awarded, it shall be awarded to the most qualified, responsible Proposer; however, the Owner reserves the right, in its sole discretion, to accept or reject any and all Proposals, to waive any and all informality or technicality in any Proposal, to negotiate contract terms with a Proposer, to add or delete work on the Proposal and adjust cost accordingly, to disregard all non- conforming, non - responsive, or conditional Proposals and to postpone the award of the Project Agreement for a period not exceeding ninety (90) days after the Proposal review. Owner may accept a Proposal other than the lowest responsive Proposal if it determines in its sole discretion that doing so is in the best interest of the Project and the County. b. Discrepancies between words and figures will be resolved in favor of words. Discrepancies between the indicated sum or product and the correct sum or product thereof will be resolved in favor of the correct sum or product. c. In evaluating Proposals, Owner shall consider the qualifications of the Proposers, whether or not the Proposals comply with the prescribed requirements, and alternates and unit prices if requested in the Proposal Forms. It is the Owner's intent to accept alternates (if any are accepted) in the order in which they are listed in the Proposal Form, but Owner may accept them in any order or combination. d. Owner may consider the qualifications and experience of subcontractors and other persons and organizations (including those who are to furnish the principal items of material or equipment) proposed for those portions of the Work as to which the identity of subcontractors and other persons or organizations must be submitted as provided in the General Conditions. Operating costs, maintenance considerations, performance data, and quantities of materials and equipment may also be considered by Owner. e. The Owner may conduct such investigations as deemed necessary to assist in the evaluation of any Proposal and to establish the responsibility, qualifications and financial ability of the Proposers, proposed subcontractors and other persons and organizations to do the Work in accordance with the Contract Documents, to Owner's satisfaction. f. The Owner reserves the right to reject the Proposal of any Proposer who does not pass any such evaluation to the Owner's satisfaction, in its sole discretion. g. If applicable, when a construction contract for a public project is to be awarded to a Proposer, a Colorado resident proposer shall be allowed a preference against a nonresident proposer from a state or foreign country equal to the preference given or required by the state or foreign country in which the nonresident proposer is a resident, unless this requirement is inconsistent with requirements of federal law or may cause the denial of federal moneys. See Section 8 -19 -101 and 102, CRS for the complete provisions regarding the preference. h. By submitting a Proposal, the Contractor acknowledges and agrees that the discretion of Owner in selection of the Successful Proposer shall be final, not subject to review or attack and acknowledge that the submittal is made with full knowledge of the foregoing and in full agreement thereto. i. If the Project Agreement is to be awarded, the Owner shall give the Successful Proposer a Notice of Award within forty -five (45) days after the day of the Proposal review or such other time as may be set forth in the Proposal Package. 13. Performance or Other Bonds a. When the Successful Proposer delivers the executed Project Agreement to Owner, it shall be accompanied by performance and payment bonds, furnished by Contractor, each in an amount at least equal to 100% of the Contract Price as security for the faithful performance and payment of all Contractor's obligations under the Contract Documents. These bonds shall remain in effect at least until two years after the date of final payment, except as otherwise provided by law. Contractor shall also furnish other bonds as are required by the Contract Documents. All bonds shall be in the forms prescribed by the Contract Documents, and be executed by such sureties as (a) are licensed to conduct business in the state where the project is located, and (b) are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff Bureau of Accounts, U.S. Treasury Department. All bonds signed by an agent must be accompanied by a certified copy of the authority to act. If the surety on any bond furnished by Contractor is declared bankrupt, or becomes insolvent, or its right to do business is terminated in any state where any part of the Project is located, or it ceases to meet the requirements of clause (a) of this paragraph 13, Contractor shall within five days thereafter substitute another bond and surety, both of which shall be acceptable to Owner. 14. Signing of Agreement When the Owner issues a Notice of Award to the Successful Proposer, it will be accompanied by at least four (4) unsigned counterparts of the Project Agreement and all other Contract Documents. Within ten (10) calendar days thereafter the Successful Proposer shall sign and deliver four (4) fully executed counterparts of the Project Agreement to the Owner with all other Contract Documents attached. Within ten (10) days thereafter the Owner shall deliver one signed counterpart to the Successful Proposer. 15. Mandatory Pre -Bid Meeting & Site Visit All Proposers are required to attend a mandatory pre -Bid meeting & site visit on March 31, 2016 at 2:30 p.m., local time at the Eagle County Main Administrative Building, 500 Broadway, Eagle, Colorado. Failure to attend will result in disqualification of a Proposer's Proposal. Potential subcontractors are encouraged to attend. 16. Project Schedule The project requires work to be done in phases. The Communications Remodel must be completed and staff relocated before work can be performed in Communications editing and equipment space within the IT Office Remodel expansion into these spaces. The Assessor's Office Remodel on the lower floor can occur concurrently with work being performed at Communications and IT. The Assessor Office remodel impacts a large number of employees. This space should be split into two phases so a smaller amount of staff is temporarily relocated at a time. We envision this project split between the Assessor Administration and the Appraisers work areas for phasing. The staff impacted during construction will be relocated to other areas of the facility. The Proposer is required to submit with the Proposal a proposed construction schedule setting forth dates for completion of the Work described in the Contract Documents. The schedule shall indicate the proposed starting and ending dates for the various phases of the Project and for the various components of the Work. The schedule shall also specify the manpower and resources available for Work on this Project, including, but not limited to, an estimate of the number of crews working on site on a weekly basis and the average time per week for key personnel on the Project. The schedule shall assume a start date of May 31, 2016, Substantial Completion by October 28, 2016 and Final Completion by November 18, 2016. Separate Certificate of Occupancies and inspections will be required for the projects so staff can be returned to the different locations in a phased sequence under three separate building permits. The construction schedule will be reviewed when evaluating the Proposals. Therefore, the Proposers should give careful consideration of how Work can be sequenced to meet or finish sooner than the deadlines set forth in this paragraph. 17. Liquidated Damages TIME IS OF THE ESSENCE IN THE PERFORMANCE OF THE WORK UNDER THE CONTRACT DOCUMENTS AND EACH OF THE TIME LIMITS PROVIDED IN THE CONTRACT DOCUMENTS. Any delay in achieving the date of Substantial Completion as defined in the Contract Documents shall result in significant monetary loss to Owner. As a result thereof, Contractor shall pay to Owner as liquidated damages, and not as a penalty, the amount of $250.00 per calendar day that Substantial Completion is not achieved after the date of Substantial Completion set forth in the Contract Documents. The parties hereby agree that liquidated damages are not punitive in nature and represent the parties' best estimate of the Owner's damages should the Project not be substantially completed on or prior to the date of Substantial Completion. If the liquidated damages set forth herein are determined to be invalid or unenforceable for any reason, Owner reserves the right to seek and recover all actual, consequential and special damages which arise or result from Contractor's failure to achieve Substantial Completion on or prior to the date set forth in the Contract Documents. 18. Confidentiality Proposers should clearly identify any proprietary or confidential commercial data submitted with a Proposal. Such identification may not preclude the release of such information pursuant to court order or under the Colorado Open Records Act. Notwithstanding the foregoing, Proposers submitting Proposals in response to this Request for GMP Proposals acknowledge and agree that if a Project Agreement is awarded, Owner shall have the right to disclose the information submitted by the Successful Proposer in response to this Request for GMP Proposals. [END OF SECTION] GMP PROPOSAL FORM THIS GMP PROPOSAL IS SUBMITTED TO: PROJECT MANAGEMENT DEPARTMENT RICK ULLOM, CONSTRUCTION MANAGER P.O. BOX 850 EAGLE, COLORADO 81631 April 14, 2016 The undersigned Proposer, having examined the site of the proposed Work and having full knowledge of the conditions under which the Work must be performed, hereby proposes to enter into a Project Agreement to perform such Work as set forth in the Contract Documents, of which this Proposal forms a part; and agrees to perform the Work construction therein described on the terms and conditions set forth therein; and will furnish all required labor and materials and pay all incidental costs associated with such Work, all in strict conformity with the Contract Documents, for the following prices listed in the Proposal Form as payment in full. The undersigned further proposes that should this Proposal be accepted, the Proposer will commence Work no earlier than May 31, 2016 and complete the Project on or before November 18, 2016. The undersigned further agrees, if awarded the Contract for the Work included in this Proposal, that it will begin, complete and deliver the required Work in accordance with the General Conditions and other Contract Documents. The undersigned has checked carefully the figures inserted hereinafter by it, and understands that the Owner will not be responsible for any error or omissions on the part of the undersigned in preparing this Proposal. The undersigned hereby certifies that this Proposal is genuine, and not sham or collusive, or made in the interest of or on behalf of any person not herein named, and that the undersigned has not, directly or indirectly, induced or solicited any other Proposer to submit a sham Proposal, or induced any other person, firm or corporation to refrain from bidding, and that the undersigned has not in any manner sought by collusion to secure for himself any advantages over any other Proposer. The only persons interested as principals in this Proposal other than the one whose signature is affixed hereto are to be listed as follows (if there are none, state such fact): Name: Address: Name: Address: This Proposal shall be valid from the date of submission to the date of an executed Project Agreement. In submitting this Proposal, the undersigned further acknowledges and agrees that: (a) the right is reserved by Owner to reject, in its sole discretion, any or all Proposals, and to waive irregularities in bidding; (b) the discretion of Owner in the selection of the most qualified, responsible Proposer shall be final, not subject to review or attack; and (c) this Proposal is made with full knowledge of the foregoing and in full agreement therewith. Respectfully submitted, Contractor (Proposer) By (Signature) (Title) (SEAL) ( corporation /incorporated /partnership) (under the law of the State of Colorado composed of officer, partners or Owner, as follows: President Vice President Secretary Name of Contractor Treasurer Address City State Zip Code Telephone Number 1. The undersigned Proposer proposes and agrees, if this Proposal is accepted, to enter into an Project Agreement with the Owner to complete all Work as specified or indicated in the fore mentioned Project Agreement for the Contract Price and within the contract time stated in this Proposal and in accordance with the General Conditions. 2. Proposer accepts all of the terms and conditions of the Instructions to Proposers, including without limitation those dealing with performance and payment bonds, and warranty bonds. This Proposal will remain open until the effective date of any Project Agreement between the Owner and the apparent Successful Proposer. The Successful Proposer will sign a Project Agreement and submit all documents required by the Contract Documents within ten (10) days after the date of the Owner's Notice of Award. 3. In submitting this Proposal, Proposer represents, that: a. Proposer has received and examined copies of all the Contract Documents and of the following addenda: Addenda Date Addenda Number Initial b. Proposer has examined the site and locality where the Work is to be performed, the legal requirements (federal, state and local laws, ordinances, rules and regulations) and the conditions affecting cost, progress or performance of the Work and has made such independent investigations as Proposer deems necessary. 4. Proposer will complete the Work for all Proposal items listed in the Proposal Form. 5. Proposer agrees that the Work will be Substantially Complete on or before October 28, 2016 and Final Completion on or before November 18, 2016 as described throughout these Contract Documents. Proposer accepts the provisions of the Project Agreement as to liquidated damages in the event of failure to complete the Work on time. Extension may be made to the Contract Time at the discretion of the Owner. 6. The following documents are attached to and made a condition of this Proposal: a. A completed Proposer's Qualification Statement as required by Paragraph 3 of the Instructions to Proposers. b. A preliminary construction schedule as described in the Instructions to Proposers. c. Proposer shall submit a list of intended subcontractors for the Project. The list shall include the company name, contact information, years in business, the approximate percentage of the Work to be performed, and the services which will be provided by that subcontractor. 7. Communications concerning this Request for GMP Proposals shall be addressed to: Rick Ullom Construction Manager Email: rick.ullom @eaglecounty.us Phone: 970 - 328 -8780 8. Terms used in this Proposal which are defined elsewhere in the Contract Documents have the same meanings. 9. Proposers shall pay special attention to the following items: a. Proposers should carefully plan out the Work to complete the Project within the Contract Time and keep accurate records of items creating delays to production schedules. Advance planning will be required to prevent the occurrence of overtime. b. Payment for overtime required to complete the Work in the Contract Time will not be authorized unless unforeseen circumstances occur. c. The unit pricing (Supplement Unit Pricing) is supplied with the Proposal Form. These numbers will also be used for overhead and profit to the direct Cost of Work as a basis for additions and subtractions from the scope of Work. d. The quality of Workmanship and materials will be monitored closely by the Owner and Owner's Representative. THE UNDERSIGNED PROPOSER, having familiarized himself with the Work required by the Contract Documents, the site where the Work is to be performed, local labor conditions and all laws, regulations and other factors affecting performance of the Work, and having satisfied himself of the expense and difficulties attending performance of the Work, HEREBY PROPOSES and agrees, if this Proposal is accepted, to enter into a Project Agreement in the form attached, to perform all work, including the assumption of all obligations, duties and responsibilities necessary to the successful completion of the Agreement. This agreement shall also include the furnishing of materials and equipment required to be incorporated in and form a permanent part of the Work, and all tools, equipment, supplies, transportation, facilities, labor, superintendence and services required to perform the Work; and all bond, insurance and submittals; all as indicated or specified in the Contract Documents to be performed or furnished by Contractor in accordance with the following Proposal prices. Proposer must submit pricing on all scheduled values to be considered. Proposals will be rejected if the Proposal Form is modified or altered in any way. Values for each scheduled item shall be written out (typed) in words and numeric format. GMP PROPOSAL PRICE: Total itemized costs for materials, installation, and labor for the installation, and two year warranty as shown on the Construction Drawings. Improvements include, but are not limited to: construction services for remodeling of the Eagle County Main Administrative Building. The two -year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. (Dollars) I acknowledge that this Proposal includes Addendum(s). If none, so state. The undersigned Proposer agrees to enter into a Project Agreement with Owner on or about ten (10) days after Notice of Award, and further agrees to complete all Work included in the Proposal, in accordance with specified requirements and in accordance with the following estimated schedule. Date Task Start Work Substantially Complete Final Completion Liquidated Damages. Owner and Contractor recognize the importance of establishing and enforcing deadlines. If the deadlines for deliverables are not met then the Owner could suffer financial loss. They also recognize the delays, expense and difficulties involved in proving, in a legal or arbitration proceeding, the actual loss suffered by the Owner if Work is not completed on time, therefore damages for delays in meeting deadlines for all or portions of the Work as shown on the Contract Documents or as documented in Project schedules or meeting notes, shall be assessed at a cost of $250.00 per calendar day for every day late. I:2CZ9L1d40ly'1 Signed: Name Printed: Title: Company: [End of Section] PROPOSAL SUBMITTAL CHECKLIST The following items shall be included as part of the Proposal package. Packages not containing these items shall be deemed incomplete and will be rejected. 1. Completed Proposal Form 2. Proposer's Qualifications 3. Acknowledgement of Addendums 4. Proposed subcontractor list 5. Proposed Project schedule 6. Supplemental Unit Pricing form [End of Section] SUPPLEMENTAL UNIT PRICING All unit /total prices for each of the items listed shall include all costs involved in the installation of each item or performance of tasks (to include labor and equipment, except where noted), its pro rata share of profits, overhead, warranty, and administrative fees, unless otherwise indicated. Refer to technical specifications and plans for exact description of products. Costs listed below will be the basis of additions and subtractions to the base Bid amount or used for the schedule of value for the three remodel projects. Supplemental Unit Prices: ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ Item Description Unit Unit Price ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ CM/GC — OVERHEAD AND PROFIT FEE PERCENTAGE COMMUNICATIONS REMODEL SCHEDULE OF VALUE N/A $ IT REMODEL SCHEDULE OF VALUE N/A $ ASSESSOR REMODEL SCHEDULE OF VALUE N/A $ [END OF SECTION] PROPOSED SUBCONTRACTOR FORM List subcontractors and suppliers providing services and /or materials to be furnished and a summarization of the dollar value of each subcontract: Years in Percentage Contact Person and Subcontractor Scope of Work Business of Work Phone Number This is to certify that the names of the foregoing mentioned Subcontractors or material suppliers are submitted with full knowledge and consent of the respective parties Proposer: (Name of Company) as (Signature and Title) Date: Note: This sheet may be reproduced by the Proposer to list Subcontractors totaling more than will fit on this page. Certify each sheet as an original sheet and staple additional sheets to this page. [End of Section] PROPOSER'S QUALIFICATIONS The Undersigned certified under oath the truth and correctness of all statements and /or all answers to questions made hereinafter. Submitted to: Owner: EAGLE COUNTY Submitted by: NAME Address City, State Zip Phone Principal Office Check One: ( ) Corporation ( ) Partnership ( ) Joint Venture ( ) Individual ( ) Other 1. List the five largest active construction Projects your organization has under contract to date. For each Project include 1) name, 2) owner and phone, 3) owner's rep and phone, 4) contract date and amount, and 5) remaining amount of contract. 2. Provide resumes for the principal individuals who would be assigned to this Project. Indicate their position in the company, their role on the Project, approximate time per week on the Project, experience expertise, certifications, etc. 3. Summarize the experience of the individuals in your organization who would be assigned to this Project. NAME POSITION APPROX. TIME /WEEK 4. Provide name of bonding and insurance companies and name and address of agents, as well as maximum bonding capacity. What portion remains of this bonding capacity at the time of submittal of the Proposal? 5. What is your Worker's Compensation Experience Modifier Rate? [End of Section] INSERT SAMPLE AGREEMENT [End of Section] INSERT GENERAL CONDITIONS [End of Section] INSERT SPECIFICATIONS [End of Section] EAGLE COUNTY ASSESSOR'S OFFICE REMODEL 500 BROADWAY, EAGLE , CO 81631 GENERAL NOTES 1. ALL WORK SHALL BE EXEGUTED IN CONFORMANCE WITH THE 2012 INTERNATIONAL BUILDING CODE AND WITH ALL OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF BUILDING. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY CONFLICTS BETWEEN THE REQUIREMENTS OF THE BUILDING CODE AND THE DRAWINGS. 2. ALL WORK SHALL BE PERFORMED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE APPROPRIATE TRADES. B. ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. DIMENSIONS NOTED WITH 'N.T.9.41 DENOTE NOT TO SCALE. 4. CONTRACTOR 15 HEREBY NOTIFIED ASSUMPTIONS HAVE BEEN MADE ABOUT THE CONSTRUCTION METHODS, SYSTEMS AND MATERIALS ORIGINALLY USED IN THE BUILDING. THE CONTRACTOR, IN THE COURSE OF PERFORMING INVASIVE TESTING DURING CONSTRUCTION, SHALL VERIFY THE ACCURACY OF THE ASSUMPTIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 5. CONTRACTOR SHALL VERIFY THE DIMENSIONS AND CONDITIONS OF ALL AFFECTED AEAS OF EXISTING STRUCTURE/SITE AND SHALL REPORT TO THE ARCHITECT, IN WRITING, ANY DISCREPANCIES BETWEEN ACTUAL EXISTING CONDITIONS AND THE DRAWINGS. S. CONTRACTOR SHALL TAKE REASONABLE MEASURES TO LOCATE AND MARK ALL UTILITIES IN AREAS OF WORK PRIOR TO COMMENCING DEMOLITION WORK. 7. ARCHITECT 15. NOT RESPONSIBLE IN ANY WAY FOR THE MEANS, METHODS, SEQUENCE, PROCEDURES, TECHNIQUES OR SCHEDULING OF CONSTRUCTION OR FOR JOB SAFETY. THESE DUTIES ARE THE RESPONSIBILITY OF THE CONTRACTOR S. ALL BUILDING COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 9. CONTRACTOR SHALL INSTRUCT EACH OF THE SUBCONTRACTORS TO BECOME THOROUGHLY FAMILIAR WITH ALL OF THE DRAWINGS. WHEREVER EXISTING CONDITIONS MAY HAVE A BEARING ON THE EXPEDITIOUS PERFORMANCE, AND COST, OF THE WORK, THE SUBCONTRACTOR SHALL VISIT THE JOB SITE AND PERSONALLY INSPECT AND VERIFY THIRSTS FOR COMPARISON WITH THE DRAWINGS. VICINITY MAP O c> ti F r i:n E2r2.1 r - �' P E..r, 1. r. hnaav _ o eie�r�l Wp,tl 61 rj Fa^/Ilmp E 3 SC E3M 51 „ Q W�In 61� EEO bI E1ll,61 �x P W SM191P ".• fJ,, 6-^0. €51,61 veins[ 6thSn ° a- nF,I --"11a , 517E An.e eml ,•• '2 EAGLE COUNTY GOVERNMENT C/O PROJECT MANAGEMENT DEPARTMENT P.O. BOX 830 EAGLE, CO 81631 -0850 Tel. 970 326 -8861 Fax 970 328 -8782 E-m6l: krlstin.degenhar"eaglewunty.us CONTACT: MS. KRISTIN DEGENHARDT ARCHITECT: MENENDEZ ARCHITECTS, P.C. 715 W.MAIN ST., SUITE 104 ASPEN, GO 81611 Tel. 970 544 -4651 Fax 970 544 -1915 E -mall: LAM@MenendezArchlteal CONTACT: LUIS MENENDEZ MECHANICAL/ELECTRICAL ENGINEER ARCHITECTURAL ENGINEERING CONSULTANTS 40801 US HIGHWAY 6 $ 24, SUITE 214 AVON, CO 81620 P.O. 80X.8489 AVON, CO 81620 Tel. 970 748 -8520 Fax 970 748 -8521 CONTACT FOR ELECTRICAL. MR. STAN HUMPHRIES E-mail: sran@aec- vall.wm CONTACT FOR MECHANICAL: MR. BRYAN WEBSTER E -mail: armn(Faea-vail.=m PROJECT DESCRIPTION TENANT IMPROVEMENT WORK: RECONFIGURE PART OF EXISTING GROUND FLOOR OFFICE SPACE IN AN EXISTING 2 -STORY OVER BASEMENT MIXED -USE BUILDING. NO ADDITIONAL FLOOR AREA OR CHANGE IN USE ARE PROPOSED. EXISTING BUILDING INFORMATION (PER ORIGINAL PLANS DATED 0610111992) NUMBER OF STORIES = 2 STORIES OVER BASEMENT (GARDEN LEVEL) OCCUPANCY: B -2 WITH A-3 EAGLE COUNTY ROOM (COMMISSIONERS HEARING ROOM) CONSTRUCTION TYPE: TYPE III, ONE -HOUR. FIRESPRINKLERS WAIVE ONE -HOUR REQUIREMENTS EXCEPT FOR SHAFT ENCLOSURES, CORRIDORS, STAIR ENCLOSURES, EXIT PASSAGEWAYS. BUILDING IS FIRE SPRINKLERED; MODIFY SYSTEM IN SUBJECT SPACES, PER CODE REQUIREMENTS, FOR NEW LAYOUT. BUILDING CODES 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 INTFPNA71ONAL PLUMBING CODE 2012 NATIONAL ELECTRICAL CODE 2012 INTERNATIONAL ENERGY CODE 2012 INTERNATIONAL FUEL GA5 CODE TOWN OF EAGLE TITLE 13 EAGLE MUNICIPAL - BUILDING E CONSTRUCTION CODE AMENDMENTS r KEY PLAN ASSESSORS F 'h o 11 IP 11 11 „ „ 11 MENENDEZ ARCHITECTS PC. voice : 970.544.4851 email: LAM @MenendezArchitech.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 INDEX TO DRAWINGS A -1 TITLE SHEET A -2 EXISTING /DEMOLITION FLOOR PLAN A -3 PROPOSED FLOOR PLAN A-4 EXISTING /DEMOLITION REFLECTED CEILING PLAN A -5 PROPOSED REFLECTED CEILING PLAN A -6 INTERIOR ELEVATIONS A -7 DETAILS A -8 SCHEDULES Ml MECHANICAL LEGEND, SPEC. DETAILS $ SCHEDULES M2.0 HVAC DUCTING PLAN M2.1 CEILING HVAC PLAN 151.0 ELECTRICAL 5PEC5, LEGEND & ONEUNE5 E2.0 15T FLOOR POWER PLAN E3.0 19T FLOOR LIGHTING PLAN /slue: Date: Revision: Date: PERMIT 031211l6 A - 1st FLOOR n '� , - °' - -- EAGLE COUNTY ____ - 1=-- -� - - -� -- ® n GOVERNMENT CENTER _____- - - - - -- __ 1, . _r F 'h o 11 IP 11 11 „ „ 11 MENENDEZ ARCHITECTS PC. voice : 970.544.4851 email: LAM @MenendezArchitech.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 INDEX TO DRAWINGS A -1 TITLE SHEET A -2 EXISTING /DEMOLITION FLOOR PLAN A -3 PROPOSED FLOOR PLAN A-4 EXISTING /DEMOLITION REFLECTED CEILING PLAN A -5 PROPOSED REFLECTED CEILING PLAN A -6 INTERIOR ELEVATIONS A -7 DETAILS A -8 SCHEDULES Ml MECHANICAL LEGEND, SPEC. DETAILS $ SCHEDULES M2.0 HVAC DUCTING PLAN M2.1 CEILING HVAC PLAN 151.0 ELECTRICAL 5PEC5, LEGEND & ONEUNE5 E2.0 15T FLOOR POWER PLAN E3.0 19T FLOOR LIGHTING PLAN /slue: Date: Revision: Date: PERMIT 031211l6 A Project EAGLE COUNTY ASSESSOR'S OFFICE REMODEL Sheet title: TITLE SHEET 0 2016 Menendez Architects P.C. Drawn By: LM $ MT Prim ware: 3/21/16 Sheet number: Ar l T I i i E i l � % 2 ASSESSOR � 21 J� \ Y� FILES ROOM 4- UP _ `2 l - 21 ASSESSMENT ASSESORADMINISTRATION "? -1; MANAGER OPEN OFFICE 9 13 9 UP� w n 13 ADMINISTRATION WORKSTATIONS UP to 3 4. __ __'___'__________'___'--------- -- - --- ry ADMINISTRATION T APPRAISERS SERVICE COUNTER 2 7 -- - -- 11 i r 1 i i i I I I I I I I I I I I I I I I I I A r,1 OPEN OFFICE APPRAISAL MANAGER l21 3 �F OPEN OFFICE 12 It- 7 L i PRINTER / 5 ORAGE 6 I ELEVATOR I i I WOMEN'S BATH J I rt ___(i)I ___(i)I WITH EXCEb ON OF KITCHENETTE MODIFICATION, HEAVY DASHED LINE REPRESENTS PROJECT BOUNDARY CONFERENCE ROOM i _ v= U G EXISTING /DEMOLITION FLOOR PLAN SCALE: 3/16" =1' -0" -4)I ___(i)I O a/ is MENENDEZ ARCHITECTS Pc. voice: 970.544.4851 email: LAM @ManendezA,chitechsom 715 W. Main Street, Suite 104 Aspen, Colorado 81611 KEYNOTES 1 REMOVE INTERIOR DOOR AND FRAME, SALVAGE FOR FUTURE USE BY OWNER 2 REMOVE CARPET IN ENTIRE OFFICE SPACE FOR REPLACEMENT. 3 REMOVE EXISTING INTERIOR PARTITIONS SHOWN DASHED. EXISTING PARTITIONS DO NOT APPEAR TO BREAK THROUGH CEILING PLANE. KEEP AND PATCH SUSPENDED ACOU5TICAL BOARD AND GRID CEILING AND SUSPENDED DRYWALL CEILING, TYPICAL 4 PROTECT REFRIGERATOR FOR RE -USE IN NEW LOCATION, SEE PROPOSED FLOOR PLANS AND INTERIOR ELEVATIONS. 5 REMOVE EXISTING CABINETS, COUNTERTOP AND PLUMBING. 6 REMOVE SECTION OF CABINET SHOWN DASHED TO CREATE NEW REFRIGERATOR SPACE. 7 REMOVE EXISTING BUILT -IN SERVICE COUNTER. SALVAGE VERTICAL WOOD PANELING, TRIMS, WOOD CARVING AND ALL WALL FINISHES BELOW COUNTERTOP FOR RE -USE AS SHOWN. 8 EXISTING RAISED PLATFORM TO REMAIN. 9 EXISTING WOOD GUARDRAIL TO REMAIN. 10 REMOVE EXISTING RAIL SHOWN DASHED. 11 REMOVE PORTION OF BUILT -IN SERVICE COUNTER WALL SHOWN DASHED. SEE 1/A-3 FOR ADDITIONAL INFORMATION. 12 EXISTING CHANGE IN FLOORING MATERIAL, NO WORK BEYOND THIS POINT WITH EXCEPTION OF KITCHENETTE MODIFICATION. 13 EXISTING STEPS TO REMAIN. DEMOLITION NOTES 1 REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT AND FIXTURES. 2 CONFORM TO ALL APPLICABLE CODES RELATING TO DEMOLITION AND HAZARDOUS MATERIALS. COMPLY WITH STATE REGULATIONS REGARDING ASBESTOS TESTING AND ABATEMENT WORK. 4 ERECTAND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. 5 ERECT AND MAINTAIN TEMPORARY PARTITIONS TO PREVENT SPREAD OF DUST. 6 PREVENT MOVEMENT OF STRUCTURE. PROVIDE BRACING AND SHORING AND DESIGN OF SAME BY QUALIFIED PROFESSIONAL 7 PROTECT EXISTING STRUCTURE, FINISHES, EQUIPMENT, ETC. WHICH ARE NOT TO BE DEMOLISHED. 3 DEMOLISH AND REMOVE COMPONENTS IN AN ORDERLY AND CAREFUL MANNER. 9 DISCONNECT AND CAP /ABANDON UTILITIES AS NECESSARY. 10 REMOVE DEMOLISHED MATERIALS FROM SITE AS WORK PROGRESSES AND DISPOSE IN AN APPROVED AND LEGAL MANNER. 11 LEAVE AREAS OF WORK IN CLEAN CONDITION. 12 MAINTAIN EGRESS AND ACCESS AT ALL TIMES. 13 FURNITURE IN AREAS OF WORK SHALL BE REMOVED BY OWNER 14 SALVAGE ALL DOORS NOT SCHEDULED FOR REUSE FOR OWNER'S USE ELSEWHERE. Issue: Date: Revision: Date: PERMIT 031211l6 A Project EAGLE GOUNTY ASSESSOR'S OFFICE REMODEL Sheet title: EXISTING /DEMOLITION FLOOR PLAN Drawn By: LM 8 MT mint ware: 3/21/16 Sheet number: A -Z 0 2016 Menendez Architects P.C. D D7 D E F I G O N 0 &/A MENENDEZ ARCHITECTS P.c. nice: 970.544.4851 mail: LAMMenendezArchitech.cam 715 W. Main Street, Suite 104e Aspen, Colorado 81611 WALL TYPE LEGEND EXISTING PARTITION TO REMAIN _ _ _ _ _ _ = EXISTING PARTITION TO BE REMOVED PROP05FO FLOOR TO CEILING PARTITION, FRAME USING 3 5/8" METAL STUDS (UNLESS OTHERWISE NOTED) AND FINISH WITH 5/8' DRYWALL. INSULATE FOR SOUND. KEYNOTES 1 FINISH AND nATCH AREAS OF NEW WORK (WALLS, FLOOR AND CEILING) TO BLEND SEAMLESSLY WITH EXISTING CONSTRUCTION, TYPICAL. 2 DO NOT INSTALL NEW PARTITIONS OVER EXISTING CARPET. REMOVE EXISTING CARPET PRIOR TO FRAMING NEW PARTITIONS, TYPICAL 3 INSULATE ALL NEW FULL HEIGHT (TO CEILING) PARTITIONS, FOR SOUND, AND SEAL PERIMETER OF WALL WITH ACOUSTIC SEALANT, TYPICAL 4 CHANGE IN FLOORING MATERIAL (WHERE NEW CARPET MEETS EXISTING CARPET AND LUXURY VINYL TILE). 5 REMOVE EXISTING WOOD DOOR JAMBS AND INSTALL NEW THINNER LAMBS TO ALLOW FOR A 3' -O" WIDE DOOR. 6 NEW LOCATION OF EXISTING REFRIGERATOR TO BE RE -USED. 7 NEW DOOR AND HARDWARE, SEE DOOR SCHEDULE. 8 ALIGN FACE OF NEW DRYWALL TO EXISTING FACE OF BRICK AT WINDOW. 9 RECONSTRUCT EXISTING BUILT -IN SERVICE COUNTER WALL IF EXISTING 15 NOT FRAMED WITH STUDS AT 16" O.C. (FOR PRICING, ASSUME THIS WORK NEEDS TO BE DONE). EXISTING OUTER FINISH (WOOD. PANELING) TO REMAIN. 10 INSTALL NEW END PANEL, AS NEEDED, TO MATCH EXISTING CABINET FRONT. 11 NEW GLASS AND WOOD STUD PARTITION, SEE INTERIOR ELEVATIONS. 12 NEW GLASS AND WOOD PARTITION TO MATCH EXISTING APPRAISAL MANAGER OFFICE PARTITION, SEE INTERIOR ELEVATIONS. 13 ORIENT NEW INTERIOR WINDOW 50 THAT CHAIR RAIL 15 INSIDE CARTOGRAPHY. OFFICE SPACE. MATCH RAIL HEIGHT OF APPRAISAL MANAGER OFFICE NEXT DOOR. SEE INTERIOR ELEVATIONS. 14 ALIGN EXTERIOR FACE OF NEW STUDS TO EXISTING EXTERIOR FACE OF WALL, SO NEW WALL IS AUGNED TO CEILING. 15 CENTER NEW WALL ON EXISTING BRICK WALL AND USE G' METAL STUDS AT THI5 LOCATION ONLY. 16 NEW WALL, ALIGN WITH EAST FACE OF COLUMN (DRYWALL FINISH SHALL BE ON SAME PLANE AS DRYWALL ON COLUMN). SEE INTERIOR ELEVATIONS. /slue: Date: Revision: Date: PERMIT 03121116 A Project EAGLE GOUNTY ASSESSOR'S OFFICE REMODEL Sheet title: EXISTING /DEMOLITION FLOOR PLAN 0 2016 Menendez Architects P.C. Drawn By: LM 8 MT rnnr ware: 3/21/16 Sheet number: A =3 a D D E F F3 G EXISTING /DEMOLITION REFLECTED CEILING PLAN SCALE: 3/16" =1' -0" O O &/A MENENDEZ ARCHITECTS P.c. nice: 970.544.4851 e mail: LAM c Menendez4rchite .com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 DEMOLITION KEYNOTES EXISTING SUSPENDED DRYWALL CEILING TO REMAIN, TYPICAL. EXISTING SUSPENDED ACOUSTICAL BOARD AND GRID CEILING TO REMAN EXCEPT AS NEEDED TO EXECUTE MECHANICAL AND /OR ELECTRICAL WORK, TYPICAL. ALL EXISTING FLUORESCENT TROFFER LIGHT FIXTURES TO BE REMOVED, SEE ELECTRICAL PLANS, TYPICAL. 4 EXISTING RECESSED DOWNLIGHT FIXTURE TO BE REPLACED, SEE ELECTRICAL PLAN. 5 EXISTING FIRESPRINKLER HEAD. ADJUST LOCATION AND /OR ADD HEADS AS NECESSARY TO MEET CODE REQUIREMENTS AT NEW ROOM CONFIGURATIONS, TYPICAL. FIRE SPRINKLER MODIFICATIONS SHALL BE DESIGN - BUILD. 6 EXISTING MECHANICAL CEILING DIFFUSER TO REMAIN, TYPICAL, EXCEPT WHERE NOTED, (VERIFY WITH MECHANICAL PLAN). 7 EXISTING ELECTRICAL/UFE SAFETY DEVICE TO REMAIN, VERIFY WITH ELECTRICAL PLANS,TYPICAL. & EXISTING RECESSED DOWNLIGHT TO BE REMOVED, TYPICAL WHERE SHOWN DASHED. 9 MODIFICATION OF EXISTING RADIANT HEAT CEILING PANEL, TO ALLOW FOR NEW PARTITION, TO BE PERFORMED BY OWNER. 10 EXISTING SMOKE DETECTOR TO REMAIN, TYPICAL, SEE ELECTRICAL PLAN. 11 EXISTING LINEAR LIGHT FIXTURE TO BE REMOVED,. 12 EXISTING MECHANICAL DIFFUSER SHOWN DASHED TO BE REMOVED, TYPICAL (VERIFY WITH MECHANICAL PLAN). /slue: Date: Revision: Date: PERMIT 031211l6 A Project EAGLE COUNTY ASSESSOR'S OFFICE REMODEL Sheet title: EXISTING /DEMOLITION REFLECTED CEILING PLAN Drawn By., LM $ MT 0 2016 Menendez Architects P.C. rnnr ware: 3/21/16 Sheet number: A =4 D D E F I G PROPOSED REFLECTED SCALE: 3/16" =1' -0" O &/A MENENDEZ ARCHITECTS P.c. nice: 970.544.4851 e mail: LAM c Menendez4rchite .com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 KEYNOTES 1 PATCH AND FINISH AREAS OF EXISTING SUSPENDED DRYWALL CEILING WHERE EXISTING WALLS REMOVED TO BLEND SEAMLESSLY WITH EXISTING CONSTRUCTION, TYPICAL 2 TOUGH -UP SUSPENDED ACOUSTICAL BOARD AND GRID CEILING WHERE EX157IINC WALL REMOVED. REPLACE ALL DAMAGED, MARRED, OR NOTICEABLY AGED ACOUSTICAL BOARDS, TYPICAL 3 INSTALL NEW ACOUSTICAL BOARD PANEL, TO MATCH EXISTING, WHERE EXISTING LIGHT FIXTURE, OR OTHER DEVICE REMOVED, TYPICAL. 4 NOT USED. 5 NEW 2x2 LED TROFFER LIGHT FIXTURE, SEE ELECTRICAL PLAN, TYPICAL. 6 EXISTING CEILING DIFFUSER TO REMAIN, SEE MECHANICAL PLANS, TYPICAL 7 EXISTING FIRE SPRINKLER HEAD. NEW HEADS, AS MAY BE REQUIRED BY CODE AND NEW ROOM ARRANGEMENTS ARE NOT SHOWN. SPRINKLER SYSTEM MODIFICATIONS SHALL BE DESIGN- BUILD, TYPICAL. & EXISTING SMOKE DETECTOR TO REMAIN, SEE ELECTRICAL PLAN, TYPICAL. 9 EXISTING RECESSED DOWNLIGHT TO BE REPLACED, SEE ELECTRICAL PLAN. 10 NEW RECESSED DOWNLIGHT, SEE ELECTRICAL PLANS. 11 TERMINATE NEW PARTITIONS AT CEILING, CELING SHALL REMAIN CONTINUOUS, TYPICAL. 12 PATCH EXISTING DRYWALL CEWNG AROUND NEW LIGHT FIXTURE TO BLEND SFAMLESSLY WITH EXISTING CEILING, TYPICAL. 13 EXISTING ACCESS PANEL TO REMAIN, TYPICAL. 14 EXISTING ELECTRICAL DEVICE TO REMAIN. 15 NEW CEILING DIFFUSER, SEE MECHANICAL PLANS 16 EXISTING EXIT SIGN TO REMAIN, TYPICAL. 17 NEW SUSPENDED ACOUSTICAL BOARD CEILING TO MATCH EXISTING, THIS ROOM ONLY. 16 NEW SUSPENDED DRYWALL CEILING SYSTEM TO MATCH EXISTING, THIS ROOM ONLY. 19 RELOCATE EXISTING SPRINKLER HEADS TO NEW CEILING. HEADS SHALL BE CONCEALED TYPE WITH CAP TO MATCH EXISTING. SPACE AS REQUIRED BY CODE. 20 RELOCATE EXISTING SMOKE DETECTOR AS SHOWN. 21 SECTION OF EXISTING RADIANT HEAT PANEL IN WAY OF NEW PARTITION SHALL BE REMOVED BY OWNER. REDUCE TO SIZE SHOWN. CONTRACTOR SHALL INSTALL NEW ACOUSTICAL BOARD PANELS WHERE HEAT PANELS REMOVED. 22 EXISTING RECESSED DOWNLIGHT TO BE REMOVED, TYPICAL WHERE SHOWN DASHED. /slue: Date: Revision: Date: PERMIT 031211l6 A Project EAGLE COUNTY ASSESSOR'S OFFICE REMODEL Sheet title: PROPOSED REFLECTED CEILING PLAN Drawn By: LM ff MT 0 2016 Menendez Architects P.C. rnnr ware: 3/21/16 Sheet number: A =5 STIFLING INDICATES AREAS OF DRYWALL, TYPICAL N ul Q i9 ro 6 NEW WOOD BASEBOARD TO MATCH EXISTING, STAIN, TYPICAL EAST ASSESSMENT MANAGER SIMILAR SIMILAR NEW INTERIOR WINDOW, USE CLEAR TEMPERED GLASS TO MATCH EXISTING, TYPICAL I wu .r , nrvlon �ry P,LL r = I Irvv WV NEW WOOD BASEBOARD TO MATCH EXISTING, TO BE REUSED FOR A FRESH LOOK STAIN SERVICE COUNTER NEW PLA5TIC LAMINATE WALL CAP WITH WOOD EDGE (WALNUT, STAIN) ON PUBLIC SIDE AND PLASTIC LAMINATE EDGE ON STAFF SIDE EXISTING WOOD PANELING AND TRIM TO BE REMOVED AND REINSTALLED, TOUCH UP FINISH ON ALL EXISTING WOOD TO BE REUSED FOR A FRESH LOOK SERVICE COUNTER EXISTING COLUMN WEST SCALE: 112' =1• -O" EXISTING WOOD GUARDRAIL, TOUCH -UP FINISH FOR A FRESH LOOK EXISTING STEPS TO REMAIN, REPLACE CARPET AND PROVIDE NEW RUBBER NOSING SOUTH NEW PLASTIC LAMINATE COUNTERTOP WITH WOOD EDGE (WALNUT, STAIN) ON PUBLIC SIDE AND PLASTIC LAMINATE EDGE ON STAFF SIDE CEALED 'ICAL OF 5 EXISTING GUARDRAIL TO REMAIN NORTH G1.I 111V LVLV PIIV 1R W111 SERVICE COUNTER EAST SCALE: 1121 = i' -O' \ ` / SCALE: 1/2" =1' -0' CARTOGRAPHY EAST SCALE: 1/2" =1' -0' EXISTING UPPER CABINETS TO REMAIN EXISTING SHELVING UNIT NOT SHOWN SHALL REMAIN EXISTING BASE CABINETS TO REMAIN EXISTING WOOD PANELING AND TRIM TO BE REMOVED AND REINSTALLED, TOUGH UP FINISH ON ALL EXISTING WOOD TO BE REUSED FOR A FRESH LOOK, TYP. NORTH KITCHENETTE SCALE: 1/2" =1' O' ;u _ _ _ __e- WEST SCALE: 1/2" = 1' -O' NEW SERVICE COUNTER NEW BASEBOARD TO MATCH EXISTING, STAIN FINISH END PANEL OF EXISTING CABINET REMOVE EXISTING TALL CABINET TO CREATE NEW REFRIGERATOR SPACE MOVE EXISTNG REFRIGERATOR FROM ASSESSOR'S KITCHENETTE TO THIS LOCATION FINISH END PANEL OF EXISTING CABINET a / MENENDEZ ARCHITECTS P.c. nice: 970.544.4851 e mail: LAM@MenendezArchite�.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 /slue: 0 Revision: Date: PERMIT 03121116 A 1 e e KITCHENETTE SCALE: 1/2" =1' O' ;u _ _ _ __e- WEST SCALE: 1/2" = 1' -O' NEW SERVICE COUNTER NEW BASEBOARD TO MATCH EXISTING, STAIN FINISH END PANEL OF EXISTING CABINET REMOVE EXISTING TALL CABINET TO CREATE NEW REFRIGERATOR SPACE MOVE EXISTNG REFRIGERATOR FROM ASSESSOR'S KITCHENETTE TO THIS LOCATION FINISH END PANEL OF EXISTING CABINET a / MENENDEZ ARCHITECTS P.c. nice: 970.544.4851 e mail: LAM@MenendezArchite�.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 /slue: Date: Revision: Date: PERMIT 03121116 A Project EAGLE COUNTY ASSESSOR'S OFFICE REMODEL Sheet title: INTERIOR ELEVATIONS 0 2016 Menendez Architects P.C. Drawn By., LM $ MT rnnr ware: 3/21/16 Sheet number: A -G &/ Is MENENDEZ ARCHITECTS Pc. voice: 970.544.4851 email: LAM @MenendezArchitech.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 /slue: U� rQ Revision: Date: PERMIT 031211l6 A Z LZ p ..F 3/4" THICK WOOD WINDOW FRAME, n N a MATCH EXISTING, TYP. CLEAR TEMPERED GLASS, (x1/4" A 3/4" THICK WOOD WINDOW FRAME, CLEAR TEMPERED GLASS, (x1/4" A F WOOD CASING, MATCH THICK, MATCH EXISTING, TYP.) MATCH EXISTING, TYP. THICK, MATCH EXISTING, TYP.) QQ L z EXISTING BRICK WALL EXISTING 3/4" THICK WOOD TRANSOM FRAME, WOOD WINDOW CASING, p a N CLEAR TEMPERED GLASS, MATCH EXISTING HATCH EXISTING, TYPICAL (x1/4" THICK, MATCH EXISTING) (0 0 WOOD WINDOW CASING, 777 Z WOOD CASING, MATCH EXISTING n m - :U n N « - - MATCH EXISTING, TYPICAL 5/8' DRYWALL, TYPICAL EXISTING WOOD DOOR FRAME TO REMAIN N 5/8' DRYWALL, TYPICAL m r in HEADER <N u INSULATION 5 /B" DRYWALL, TYPICAL INSULATION NOT SHOWN -- NOTSHOWN SHIM, SPACE, TYPICAL 7T NEW WOOD DOOR STOP, 7 NEW WOOD DOOR WOOD DOOR MATCH EXISTING 11/4" THICK WOOD DOOR FRAME AND STOP, MATCH EXISTING WOOD DOOR HEAD AND TRANSOM INTERIOR WINDOW JAMB INTERIOR WINDOW JAMB WOOD DOOR HEAD 13 SCALE: 3'= 1 -0' SCALE: 3" =1' -O" SCALE: 3'= TtK) SCALE: 3'= 1'-O 1114" THICK WOOD DOOR WOOD DOOR FRAME AND STOP, MATCH EXISTING EXISTING BRICK WALL : 1/4' (MATCH EXI57ING, s a a CLEAR TEMPERED GLASS, (s1/4" 3/4" THICK WOOD WINDOW FRAME, TYP.) I, THICK, MATCH EXISTING, TYP.) MATCH EXISTING, TYP. 3/4" THICK WOOD - V� m m CAULK JOINTS, SAME E SHIM SPACE, TYPICAL WOOD WINDOW CASING, MATCH EXISTING, TYPICAL WINDOW FRAME, 3.V7 MATCH FX15TING m m « COLOR AS DOOR FRAME TYPICAL m a ;q � F r � WOOD DOOR CASING, MATCH EXISTIN G, TYP. 777771 N N Q Z O INSUATION N 518' DRYWALL WNOT AV NEW WOOD DOOR FRAME 5 /8" DRYWALL, TYPICAL - NEW WOOD DOOR METAL CORNER BEAD NEW WOOD STOP, MATCH EXISTING CLEAR TEMPERED WOOD WINDOW CASING, 75/8" GLASS, ( ±114' THICK, MATCH EXISTING MATCH EXISTING (MATCH DOOR FRAME WIDTH DETAIL INTERIOR WINDOWSILL WOOD DOOR AND WINDOW JAMBS WOOD DOOR JAMB " " `�/ " 10 14 SCALE: 3 =1' -O" SCALE: 3 =1'-O' SCALE: 3 =1'O" SG -�__. > =' -G" NEW PLASTIC LAM. NEW WOOD EDGE, GLUE COUNTERTOP AND AND BISCUIT TO TOP EDGE 3/4" THICK WOOD WINDOW FRAME, CLEAR TEMPERED GLASS, (z1/4" MATCH EXISTING, TYPICAL 5/8' DRYWALL F THICK, MATCH EXISTING, TYP.) WOOD DOOR CASING, MATCH EXISTING, TYP. 5/8' DRYWALL OR SPACER P QQ CLEAR TEMPERED GLASS, (:i /4' WOOD WINDOW NEW 5/8" DRYWALL L Z THICK MATCH EXISTING, TYP.) MUNTIN, MATCH - N < N EXISTING 2 4 NEW 2x4- STUDS AT 16" O.C, USE PLASTIC LAMINATE - - LAMINATED STRAND LUMBER, TYP. COUNTERTOP - WOOD WINDOW CASING, WOOD WINDOW CASING, MATCH EXISTING, TYPICAL MATCH EXISTING, TYPICAL REINSTALL EXISTING o CLEAR TEMPERED GLASS, (s1/4" 3/4" THICK WOOD WINDOW FRAME, WOOD PANELING AND TRIM - NEW WOOD BASEBOARD Q r THICK, MATCH EXISTING, TYP.) MATCH EXISTING, TYPICAL NEW CARPET 11/4" THICK WOOD DOOR L F PUBLIC SIDE EXISTING PLATFORM STAFF SIDE FRAME AND STOP, @ N m �1 MATCH EXISTING f�\ 2 4 =7 WOOD DOOR NEW 1/2" PLYWOOD FROM TOP OF WALL TO BOTTOM OF PLATFORM WITH NO HORIZONTAL SEAMS WOOD DOOR JAMB AT GLASS WALL INTERIOR WINDOW HEAD INTERIOR WINDOW MUNTIN SERVICE COUNTER EDGES 1 15 SCALE: 3" =1' -0' SCALE: 3" =1' -O" SCALE: 3'= 1 -C' SCALE: 3'= 1 -0' NEW PLASTIC LAMINATE WALL CAP NEW WOOD EDGE, GLUE AND EDGE AND BISCUIT TO TOP SOUND INSULATION NOT SHOWN U. p 5/8" DRYWALL ro Z L N CLEAR TEMPERED GLASS, (x114" 3/4" THICK WOOD WINDOW FRAME, _ 1 2 4 1 /B' CEILING ry N a N THICK, MATCH EXISTING, TYP.) MATCH EXISTING, TYP. a WOOD BASE BELOW 2 4 NEW 5/8' DRYWALL WOOD WINDOW CASING, WOOD BASE, MATCH EXISTING ui WOOD WINDOW CASING, MATCH EXISTING, TYPICAL MATCH EXISTING, TYPICAL WOOD DOOR CASING, - NEW 2x4 STUDS AT 16" O.C, USE 3/4" THICK WOOD WINDOW FRAME, Ur Z 5/8' DRYWALL, TYPICAL MATCH EXISTING, TYP. REINSTALL EXISTING LAMINATED STRAND LUMBER, TYP. CLEAR TEMPERED GLASS, (F1 /4" MATCH EXISTING, TYPICAL a F - WOOD PANELING THICK, MATCH EXISTING, TYP.) � CARPET � AND TRIM NEW WOOD BASE i NEW CARPET EXISTING PLATFORM z STAFF 510E 11/4" THICK WOOD DOOR m PUS I 2 4 FRAME AND STOP, « MATCH EXISTING NEW 1/2" PLYWOOD FROM WOOD DOOR TOP OF WALL TO BOTTOM OF PLATFORM WITH NO HORIZONTAL SEAMS INTERIOR WINDOW HEAD INTERIOR WINDOW SILL INT, DOOR JAMB TO WALL DISTANCE WALL CAP R `✓ SCALE: F= I -O' SCALE: 3'= I -a v/ 5CALE: 3'= T-O' ` SCALE: F= T-C' &/ Is MENENDEZ ARCHITECTS Pc. voice: 970.544.4851 email: LAM @MenendezArchitech.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 /slue: Date: Revision: Date: PERMIT 031211l6 A Project EAGLE COUNTY ASSESSOR'S OFFICE REMODEL Sheet title: DETAILS ¢J 2016 Menendez Architects P.C. Drawn By., LM $ MT rnnr ware: 3/21/16 Sheet number: A =7 TYPE 'A' DOOR TYPES O F . 3' -O• TYPE 'B' 5CALB: 1/2" =1' -O DOOR SCHEDULE Date: ROOM FINISH SCHEDULE I LOCATION REV REV RM It ROOM FLOORS FINISH WALLS SIZE COMMENTS CEILINGS COMMENTS MTRL BASE NORTH EAST SOUTH WEST MTRL FIN. MTRL FIN. MTRL FIN. MTRL FIN. MTRL FIN. CARPET ASSESSOR ADMINISTRATION OPEN OFFICE CARPET STIR ETR PAINT INSULATION ETR PAINT ETR NEW GYPSUM WALL BOARD - ETR It GW2 PAINT DW F7R - RE -PAINT DRYWALL PORTION OF CEILING. PAINT ASSESSOR CARPET ETR ETR - -- ETIR -- ETR WOOD BASE PAINT ETIR -- ETR MATCH EXISTNG MATCH EXISTING WOOD BASE IN ASSESSOR'S OFFICE, DO NOT INSTALL WOOD BASEBOARD ON BRICK WALLS. NOTES: 1. PRIMER AND PAINT COATS AND THICKNESSES: LATEX PRIMER 1.4 TO 1.7 DRY MILS. INTERMEDIATE: ACRYLIC PAINT: 15 70 1.7 DRY MILS. FINISH COAT: ACRYLIC PAINT 1.5 TO 1.7 DRY MILS; 1.5 TO 1.7 DRY MILS. DETAIL CONFERENCE ROOM CARPET WB ETR - ETR - - ETR SCALE: 3" =1' -0' - ETR -- GWB $ ACT PAINT PRIME AND PAINT DRYWALL PORTION OF CEILING. 3' -0, 7 -0' CARTOGRAPHY WORKROOM CARPET ETR ETR 57AIN TO MATCH 1/A-7 ETR - - GWB PAINT ETR - ETR RE -PAINT DRYWALL PORTION OF CEILING. GLA55 CARTOGRAPHY CARPET WE OWE PAINT ETR ETR 4 PAINT GWB PAINT ETR 13/4 RE -PAINT DRYWALL PORTION OF CEILING. STAIN TO MATCH WOOD APPRAISAL MANAGER CARPET ETR ETR PAINT ETR ETR PAINT ETR PAINT ETR EXISTING DOORS RE -PAINT DRYWALL PORTION OF CEILING. EXISTING FRAMES OPEN OFFICE CARPET ETR ETR PAINT ETR ETR PAINT ETR RE -PAINT DRYWALL PORTION OF CEILING. APPRAISERS CARPET ETR ETR $ GWB PAINT ETR $ GWB PAINT ETR PAINT ETR -- ETR RE -PAINT DRYWALL PORTION OF CEILING. ASSESSMENT MANAGER CARPET ETR $WB ETR$GWB PAINT GWB PAINT GWB NOTES: PAINT GWB PAINT ETR 2. ALL NEW WOOD DOOR FRAMES AND CASING SHALL MATCH EXISTING WOOD AND FINISH. 3. VERIFY KEYING REQUIREMENTS FOR ALL DOORS WITH OWNER. 4. FOR NEW DOOR IT 15 ACCEPTABLE TO SUBSTITUTE CLEAR ALDER, FOR WALNUT IF THERE 15 A SIGNIFICANT COST SAVINGS AND IF IT CAN BE STAINED TO MATCH EXISTING WALNUT COLOR. HARDWARE NOTES: HARDWARE SET 1: (DOORS 1 $ 2) HANGES: MATCH EXISTING LATCH SET: MATCH EXISTING MAKE AND MODEL, USE PASSAGE FUNCTION LEVER WITH DEADSOLT WALL STOP: MATCH EXISTING TYPICAL NOTES: 1. REMOVE AND REPLACE AS MUCH DRYWALL FIN15H AS IS NEEDED TO PROPERLY EXECUTE THE PROPOSED WORK.. ALL NEW DRYWALL MUST BLEND SEAMLESSLY WITH EXISTING DRYWALL. PATCH /REPAIR ANY IMPERFECTIONS /DAMAGE TO EXISTING DRYWALL THAT REMAINS. 2. REMOVE AND REINSTALL AS MANY EXISTING ACOUSTICAL CEILING TILES AS 15 NEEDED TO PROPERLY EXECUTE THE PROPOSED WORK. 3. TOUGH -UP/RE -STAIN STAIN FINISH ON ALL WOOD BASEBOARD, DOOR FRAMES, CASING, TRIM AND DOORS TO REMAIN TO ACHIEVE A FRESH APPEARANCE. 4. TOUCH -UP ALL DRYWALL CEILING AREAS TO REMAIN AS NEEDED AND RE -PAINT ENTIRE SURFACE. S. FINISH ON ALL WOOD SURFACES SHALL CON5IST STAIN AND CLEAR COAT TO MATCH EXISTING WOOD RNISH(ES). 6. DO NOT PAINT ANY EXISTING BRICK SURFACES. DOOR SCHEDULE Date: FINISH MATERIALS SPECIFICATIONS I LOCATION REV MARK DESCRIPTION MANUF. /MTRL. MANI # FINISH COLOR SIZE COMMENTS I JAMB ETR EXISTING TO REMAM COMMENTS 1 CONFERENCE ROOM A 347 7 -0' ACT ACOUSTICAL CEILING TILE MATCH EXISTING MATCH EXISTING STAIN TO MATCH MATCH EXISTING 7x4' - - CARPET NEW CARPET AND PAD MOHAWK GROUP GL 149 WAVELENGTH BILLOW INSULATION OBTAIN PAD SPECIFICATION FROM OWNER. GWB NEW GYPSUM WALL BOARD AMERICAN GYPSUM .- - APPLY CONTINUOUS BEAD OF QUIETSEAL PRO 5 /13" TEXTURE TO MATCH EXISTING. PAINT PRIMER AND PAINT BENJAMIN MOORE PAINT: ULTRA SPEC 500 N 537 PRIMER: ULTRA SPEC 500 N534 7 -0' LINEN WHITE -- LOW SHEEN PAINT. SEE NOTE 1 BELOW. WOOD WE WOOD BASE MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTNG MATCH EXISTING WOOD BASE IN ASSESSOR'S OFFICE, DO NOT INSTALL WOOD BASEBOARD ON BRICK WALLS. NOTES: 1. PRIMER AND PAINT COATS AND THICKNESSES: LATEX PRIMER 1.4 TO 1.7 DRY MILS. INTERMEDIATE: ACRYLIC PAINT: 15 70 1.7 DRY MILS. FINISH COAT: ACRYLIC PAINT 1.5 TO 1.7 DRY MILS; 1.5 TO 1.7 DRY MILS. DOOR SCHEDULE Date: REV. MARK I LOCATION TYPE WIDTH I HEIGHT THICKNESS MATERIAL FINISH FRAME FINISH HEAD I JAMB I SILL HARDWARE COMMENTS 1 CONFERENCE ROOM A 347 7 -0' 13/4" WOOD STAIN TO MATCH WOOD STAIN TO MATCH 1346-7 14/A -7 - - - FORMALDEHYDE FREE ACOUSTICAL FIBER BATT INSULATION EXISTING DOORS EXISTING FRAMES .- - APPLY CONTINUOUS BEAD OF QUIETSEAL PRO 2 CONFERENCE ROOM A 3' -O" 7 -0' 13/4" WOOD STAIN TO MATCH WOOD STAIN TO MATCH 13/A -7 14/A -7 - - DETAIL DETAIL DETAIL TYPICAL WALL ASSEMBLY (PLAN VIEW) EXISTING DOORS EXISTING FRAMES SCALE: 3" =1' -O' SCALE: 3" =1' -O' SCALE: 3" =1' -0' 3 CARTOGRAPHY B 3' -0, 7 -0' 13/4 WOOD $ TEMP. STAIN TO MATCH WOOD 57AIN TO MATCH 1/A-7 12 $ 3 /A- - - GLA55 EXISTING DOORS EXISTING FRAMES 4 ASSESSMENT B 3' -O' 7 -0' 13/4 WOOD $ TEMP. STAIN TO MATCH WOOD STAIN TO MATCH 2/A-7 12 $ 3 /A- - - MANAGER GLASS EXISTING DOORS EXISTING FRAMES DOOR TYPES: TYPE'A': NEW SOLID CORE FLUSH DOOR WITH WOOD VENEER TO MATCH EXISTING DOORS. TYPE'S': NEW 2 -LITE DOOR TO MATCH DOOR TO HUMAN RESOURCE OFFICES ENTRY DOOR IN ADJOINING OFFICE SPACE. NOTES: 1. ALL NEW INTERIOR DOOR HARDWARE SHALL MATCH EXISTING LEVER STYLE HARDWARE (BRONZE HARDWARE). NEW DOOR STOPS AND CLOSERS (WHERE OCCUR) SHALL MATCH EXISTING. 2. ALL NEW WOOD DOOR FRAMES AND CASING SHALL MATCH EXISTING WOOD AND FINISH. 3. VERIFY KEYING REQUIREMENTS FOR ALL DOORS WITH OWNER. 4. FOR NEW DOOR IT 15 ACCEPTABLE TO SUBSTITUTE CLEAR ALDER, FOR WALNUT IF THERE 15 A SIGNIFICANT COST SAVINGS AND IF IT CAN BE STAINED TO MATCH EXISTING WALNUT COLOR. HARDWARE NOTES: HARDWARE SET 1: (DOORS 1 $ 2) HANGES: MATCH EXISTING LATCH SET: MATCH EXISTING MAKE AND MODEL, USE PASSAGE FUNCTION LEVER WITH DEADSOLT WALL STOP: MATCH EXISTING GASKETING: PEMKO 57735L (SINGLE ROW) AND S44BL (SINGLE ROW) AT HEAD AND JAMBS. CORNER PAD: ACPI2BL DOOR BOTTOM: PEMKO PD5411AE AUTOMATIC DOOR BOTTOM. HARDWARE SET 2: (DOORS 3 $ 4) HINGES: MATCH EXISTING LATCH SET: MATCH EXISTING MAKE AND MODEL, USE PASSAGE FUNCTION LEVER WALL STOP: MATCH EXISTING (USE FLOOR STOP WHERE GLASS WALL OCCURS) GASKETNG: PEMKO 5773BL (SINGLE ROW) AND 5443L (SINGLE ROW) AT HEAD AND JAMBS. CORNER PAD: ACP112BL DOOR BOTTOM: PEMKO PDB411AE AUTOMATIC DOOR SO a/ is MENENDEZ ARCHITECTS Pc. voice: 970.544.4851 email: LAM @MenendezArchitech.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 Issue: Date: Revision: - ' TYPICAL INTERIOR WALL PERMIT 03121116 A - 5/8' GYPSUM DRYWALL - -� 3 3/$" STEEL STUDS, OR 2x4 WOOD STUDS (MATCH EXISTING FRAMING MATERIAL) AT 16' O.G. I - - I -- 5/8' GYPSUM DRYWALL - FORMALDEHYDE FREE ACOUSTICAL FIBER BATT INSULATION .- - APPLY CONTINUOUS BEAD OF QUIETSEAL PRO - -_ SEALANT AT WALL PERIMETER (INSTALL PER MANUFACTURER'S RECOMMENDATIONS)AT NEW PARTITIONS OF FULLY ENCLOSED OFFICES DETAIL DETAIL DETAIL TYPICAL WALL ASSEMBLY (PLAN VIEW) SCALE: 3" =1' -0' -c4- SCALE: 3" =1' -O' SCALE: 3" =1' -O' SCALE: 3" =1' -0' a/ is MENENDEZ ARCHITECTS Pc. voice: 970.544.4851 email: LAM @MenendezArchitech.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 Issue: Date: Revision: Date: PERMIT 03121116 A Project EAGLE COUNTY ASSESSOR'S OFFICE REMODEL Sheet title: SCHEDULES ¢J 2016 Menendez Architects P.C. Drawn By., LM $ MT rnnr ware: 3/21/16 Sheet number: A =8 MECHANICAL SPECIFICATIONS: i�e7q,11:4cL11 a. FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL WORK NOTED ON THE DRAWINGS AND /OR SPECIFIED HEREIN. b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS THAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS. 2. WORKMANSHIP: a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN -LIKE MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER AND ARCHITECT. 3. MATERIALS: a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KIND, FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY SPECIFIED. 4. SITE INSPECTION: a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS & EXACT NATURE OF THE WORK. b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. c. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE EXAMINATION. 5. CODES AND PERMITS: a. ALL MECHANICAL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO THE 2009 INTERNATIONAL MECHANICAL CODE (IMC), 2009 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) AND ORDINANCES AS INTERPRETED BY THE EAGLE COUNTY BUILDING DEPARTMENT. b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. c. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT. 6. AS- BUILTS: a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT DOCUMENTS WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT AND PRIOR TO FINAL ACCEPTANCE AND PAYMENT. 7. GUARANTEE: a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER. COMPLETION. B. SUBMITTALS: a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES (WITH ALL OPTIONS CLEARLY MARKED) SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW (SIX COPIES OF EACH). ELECTRONIC SUBMITTALS PREFERRED. 9. COORDINATION: a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. 10. CUTTING AND PATCHING: a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OR EXISTING) SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. c. X -RAY SLABS PRIOR TO CORING. 11. CLEANUP: a. UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES CLEAN AND ORDERLY. 12. MECHANICAL IDENTIFICATION a. EQUIPMENT NAMEPLATES: METAL, WITH DATA ENGRAVED OR STAMPED, FOR PERMANENT ATTACHMENT ON EQUIPMENT. b. PIPE MARKERS: PREPRINTED, COLOR CODED, WITH LETTERING INDICATING SERVICE, AND SHOWING DIRECTION OF FLOW. c. VALVE TAGS: STAMPED OR ENGRAVED WITH 1/4" LETTERS FOR PIPING SYSTEM ABBREVIATION AND 1/2" NUMBERS, WITH NUMBERING SCHEME. PROVIDE 5/32" HOLE FOR FASTENER. d. VALVE TAG SCHEDULE: PREPARE A VALVE TAG SCHEDULE TO BE SUBMITTED TO THE MAINTENANCE ENGINEER FOR RECORD. 13. DUCTWORK a. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE 2009 IMC AND SMACNA STANDARDS. b. DUCTWORK SHALL BE GALVANIZED STEEL GAUGES TO MEET SMACNA STANDARDS. DUCTWORK SIZES INDICATED ARE INSIDE TO INSIDE [OUTSIDE TO OUTSIDE] DIMENSIONS. c. ALL DUCT JOINTS SHALL BE SEALED AIR TIGHT WITH RCD CORP. # 6 MASTIC ADHESIVE WITH VERSA GRIP OR MESH. d. ALL FINAL CONNECTIONS TO SUPPLY GRILLES SHALL BE COMPLETED WITH ACOUSTICAL FLEXIBLE DUCT UNLESS OTHERWISE NOTED ON THE PLANS. MINIMUM LENGTH IS 3', MAXIMUM LENGTH IS 5'. e. FLEXIBLE DUCT USED FOR CONDITIONED AIR SHALL BE UL APPROVED, VINYL COATED, WIRE REINFORCED FIBERGLASS, WITH MAXIMUM THERMAL CONDUCTIVITY OF 0.30 BTU- IN /HR- FT2 - °F AND A MAXIMUM LENGTH OF FIVE FEET. I. DUCTWORK SHALL BE SIZED AT A MAXIMUM VELOCITY OF 1,000 FPM /.08" PRESSURE DROP PER 100 FEET. g. EACH MECHANICAL VENTILATION SYSTEM (SUPPLY AND /OR EXHAUST) SHALL BE EQUIPPED WITH A MEANS OF SHUT -OFF WHEN VENTILATION IS NOT REQUIRED, AND BACKDRAFT DAMPERS WHICH CAN BE CLOSED ON FAN SHUTDOWN SHALL BE PROVIDED FOR AIR INTAKES AND /OR DISCHARGES. h. CLEAN OUT ALL DUCTS PRIOR TO SUPPLY AND RETURN GRILLE INSTALLATION i. DOUBLE THICKNESS TURNING VANES SHALL BE USED ON ALL DUCT TURNS OF 90 °. 14. HEATING PIPING a. HEATING HOT WATER PIPING 2%" INCHES AND BELOW SHALL BE TYPE "L" COPPER, HARD DRAWN, WITH WROUGHT COPPER SWEAT FITTINGS. JOINTS SHALL BE SOLDERED WITH 95 -5 OR SILVER SOLDER. CONDENSER WATER AND HEATING HOT WATER PIPING 3" AND ABOVE SHALL BE SCHEDULE 40 BLACK STEEL A -53 SEAMLESS PIPE WITH WELDED FITTINGS. b. VALVES SHALL BE DANFOSS OR EQUAL; SERVICE PRESSURE SHALL BE AS REQUIRED. VALVES SHALL BE SUITABLE FOR SERVICE INTENDED. PROVIDE PRESSURE INDEPENDENT CONTROL VALVE MODELS FOR ALL VARIABLE SPEED SYSTEMS UNLESS NOTED OTHERWISE. c. PROVIDE HANGERS SUPPORTS AND INSULATION SADDLES AS REQUIRED AND PER ANSI REQUIREMENTS. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. a. PIPING SHALL BE SIZED AT A MAXIMUM PRESSURE DROP OF 3.5 FT PER 100 FEET & 4 FEET /SEC VELOCITY. UNLESS OTHERWISE NOTED, ALL PIPING SHOWN ON PLANS HAS BEEN SIZED FOR COPPER. PROVIDE DEDUCT ALTERNATE PRICING FOR PEX. b. CONTROL VALVE Cv RATINGS SHALL BE SELECTED AT A MAXIMUM PRESSURE DIFFERENTIAL ACROSS THE VALVE OF 2 PSI. c. PROVIDE 3" DIA. x 24" L SCHEDULE 40 PVC INLINE FILTER FILLED WITH LIMESTONE AGGREGATE TO NEUTRALIZE THE BOILER'S CONDENSATE DRAIN. d. PROVIDE EXPANSION JOINTS OR LOOPS ON ALL HEATING WATER PIPING RUNS IN EXCESS OF 501. 15. DUCTWORK INSULATION: a. ALL DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS PER SECTION 604 OF THE 2009 IMC. b. INSULATION SHALL BE UL LISTED IN COMPLIANCE WITH A FLAME- SPREAD INDEX NOT MORE THAN 25 AND SMOKE DEVELOPED INDEX NOT MORE THAN 50, PER THE 2009 IMC. INSTALLATION SHALL BE IN ACCORDANCE WITH IMC REQUIREMENTS. c. RECTANGULAR SUPPLY, RETURN & TRANSFER DUCTWORK SHALL BE INTERNALLY LINED WITH A VAPOR RESISTANT DUCT LINER OF THICKNESSES SPECIFIED BELOW. d. CONCEALED ROUND, CONCEALED OVAL & OUTDOOR AIR DUCTS SHALL BE EXTERNALLY WRAPPED WITH FIBERGLASS INSULATION WITH AN EXTERNAL VAPOR BARRIER. REQUIRED R- VALUES ARE SPECIFIED BELOW. e. ALL SUPPLY, RETURN & TRANSFER DUCTWORK LOCATED WITHIN THE BUILDING ENVELOPE SHALL BE INSULATED TO A MINIMUM OF R -4 (1 "LINER) UNLESS SPECIFIED OTHERWISE ON THE PLANS. I. ALL SUPPLY & RETURN DUCTWORK SHALL BE INSULATED TO A MINIMUM OF R -5 (1 -1/2" LINER) WHEN LOCATED IN UNCONDITIONED SPACES AND SHALL BE INSULATED TO A MINIMUM OF R -8 (2" LINER) AND WEATHERPROOFED WHEN LOCATED OUTSIDE THE BUILDING. g. ALL OUTDOOR AIR DUCTS SHALL BE INSULATED TO A MINIMUM OF R -6 WITH A VAPOR BARRIER. 16. PIPING INSULATION: a. ALL HYDRONIC PIPING SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS PER SECTION 1204 OF THE 2009 IMC. b. INSULATION SHALL BE UL LISTED IN COMPLIANCE WITH A FLAME- SPREAD INDEX NOT MORE THAN 25 AND SMOKE DEVELOPED INDEX NOT MORE THAN 450, PER THE 2009 IMC. INSTALLATION SHALL BE IN ACCORDANCE WITH IMC REQUIREMENTS. c. ALL HYDRONIC PIPING INSULATION SHALL HAVE A THERMAL CONDUCTIVITY LESS THAN OR EQUAL TO 0.27 BTU -IN /HR- FT2 - °F. d. ALL HEATING WATER PIPING 1 -1/2" OR SMALLER SHALL BE INSULATED WITH 1 -1/2" THICKNESS. HEATING WATER PIPING LARGER THAN 1 -1/2" SHALL BE INSULATED WITH 2" THICKNESS. e. ALL CHILLED WATER PIPING SHALL BE INSULATED WITH 1 -1/2" THICKNESS WITH AN APPROVED VAPOR BARRIER. I. ALL PIPING ROUTED BELOW THE SLAB UNDERGROUND SHALL BE TYPE "k" COPPER AND SHALL BE INSULATED WITH ARMIFLEX TYPE INSULATION. AIR DEVICE SCHEDULE OR EQUIVALENT 0 N AEC PROJECT #: 15033.00 DATE: VAV TERMINAL MAX UNIT MANUFACTURER & MOUNTING SCHEDULE FRAME OR EQUIVALENT UNIT USE STYLE n N N FINISH SOUND REMARKS TAG MODEL NO. LOCATION TYPE MAX OPER. Checked By: TO C (� N U) N C SERVING LOCATION LVL INC) A TITUS - OMNI SUPPLY CEILING SQUARE PLAQUE 1000 1) C,4 a N COORD. W/ 25 STEEL CONSTRUCTION. SEE DRAWINGS FOR LOCATIONS, SIZES, AND SPECIFIED CFMS. REMARKS DIFFUSER MODELNO. ARCH U LAY -IN CEILING EXTERIOR DUCT INSULATION INSULATED FLEX DUCT SPIN -IN S.B.D. \ `SHEET METAL STRAP SHEET METAL SHIELD WORM DRIVE CLAMP DUCT, OR AS NOTED IN SPECIFICATIONS CEILING DIFFUSER SQUARE TO ROUND ADAPTER AS REQUIRED NOTE: DIFFUSERS INSTALLED IN DRYWALL HARD LID CEILINGS REQUIRE A RIGID CONNECTION AND ROTO -TWIST REMOTE DAMPER CONTROLLER TYPICAL DIFFUSER CONNECTION DIAGRAM NO SCALE 17. TEMPERATURE CONTROL DEVICES a. CONTRACTOR SHALL PROVIDE STAND -ALONE CONTROLS CAPABLE OF MEETING THE REQUIREMENTS OF EAGLE COUNTY MAINTENANCE PERSONNEL. b. THE HVAC SYSTEM SHALL BE PROVIDED WITH 7 -DAY PROGRAMMABLE AUTOMATIC SPACE TEMPERATURE CONTROL DEVICES (THERMOSTATS) AS SHOWN ON THE PLANS. THE THERMOSTATS SHALL BE CAPABLE OF SCHEDULING OCCUPANCIES AND PROVIDING SETBACK CAPABILITIES TO MAINTAIN ZONE SETPOINTS DOWN TO 557 OR UP TO 85 °F. c. CONTROLS SHALL BE CAPABLE OF PROVIDING A DEADBAND OF AT LEAST 5 "F BETWEEN HEATING AND COOLING. d. THERMOSTATS SHALL HAVE NUMERIC SET POINTS IN "F, ADJUSTABLE SETPOINT STOPS, AND SHALL BE MOUNTED AT 46" ABOVE FINISHED FLOOR ADJACENT TO THE ROOM'S LIGHT SWITCH. e. COORDINATE CONTROL TIE -INS WITH CONTROLS CONTRACTOR AS NECESSARY. f. ALL THERMOSTATS SHALL BE APPROVED BY THE OWNER. 18. BEFORE STARTING ANY WORK, THE CONTRACTOR FOR THIS SECTION OF THE WORK SHALL EXAMINE A COMPLETE SET OF DRAWINGS FOR ALL TRADES, INCLUDING ARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, FIRE PROTECTION AND PLUMBING. DIMENSIONS SPACE REQUIREMENTS AND POINTS OF CONNECTION TO ALL EQUIPMENT SHALL BE VERIFIED, AND ANY MINOR ADJUSTMENTS NECESSARY TO AVOID CONFLICT WITH THE BUILDING STRUCTURE AND THE WORK OF THE OTHER TRADES SHALL BE MADE. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF ANY MAJOR CONFLICTS OCCUR. 19. COORDINATE LOCATIONS OF ALL ROOF AND EXTERIOR WALL OPENINGS WITH ALL RELEVANT TRADES, AND PROVIDE WATERTIGHT FLASHINGS WHEREVER PENETRATIONS OCCUR. EXACT LOCATIONS AND SIZES MAY BE DEPENDENT UPON EQUIPMENT SELECTIONS; COORDINATE SIZES AND LOCATIONS OF ALL OPENINGS WITH APPROPRIATE EQUIPMENT REQUIREMENTS. 20. PERMANENT ACCESS TO EQUIPMENT SHALL BE PROVIDED, AND A MINIMUM OF 30" CLEAR WORKING SPACE IN FRONT OF ACCESS PANELS TO THE COMPRESSOR, BLOWER ASSEMBLY AND AIR FILTER SECTION OF THE EQUIPMENT SHALL BE PROVIDED BY GENERAL CONTRACTOR. 21. ALL EQUIPMENT SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE WITH CODE APPROVED VIBRATION ISOLATORS. 22. EACH PIECE OF EQUIPMENT AND ALL SYSTEMS SHALL BE ADJUSTED AND RE- ADJUSTED TO INSURE PROPER FUNCTION OF ALL CONTROLS, MAINTENANCE OF TEMPERATURE, ADEQUACY OF FLOWS AND CAPACITIES, ELIMINATION OF NOISE AND VIBRATION, AND SHALL BE LEFT IN PROPER OPERATING CONDITION. 23. TEST & BALANCING a. THE ENTIRE HEATING AND VENTILATING SYSTEM SHALL BE BALANCED BY AN INDEPENDENT CERTIFIED TEST AND BALANCE COMPANY. b. 5 COPIES OF THEIR BALANCE REPORTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. ELECTRONIC DISTRIBUTION PREFERRED. c. ALL REQUIRED RE- SHEEVING AND ADJUSTING OF EQUIPMENT SHALL BE MADE BY THE TEST & BALANCE CONTRACTOR. d. ALL FINAL MEASURED CAPACITIES SHALL BE WITHIN 10% OF THOSE INDICATED ON THE PLANS. 24. FINAL LOCATION OF GRILLES, REGISTERS & DIFFUSERS SHALL BE PER THE ARCHITECTURAL PLANS, ELEVATIONS OR AS PER FIELD REQUIREMENTS (UPON ACCEPTANCE BY ARCHITECT). 25. THE GENERAL CONTRACTOR SHALL FURNISH & INSTALL ALL OF THE REQUIRED ACCESS PANELS IN THE DRYWALL CEILINGS TO GAIN SERVICE ACCESS TO THE EQUIPMENT. EQUIPMENT WITH MANUFACTURER MANDATED SERVICE REQUIREMENTS INSTALLED WITHIN CRAWLSPACES MUST BE A MAXIMUM OF 20 FEET FROM AN ACCESS PANEL. 26. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION, OPERATION & MAINTENANCE MANUAL'S RECOMMENDATIONS ESPECIALLY FOR SERVICE CLEARANCES. 27. FILTERS: a. SHALL BE UL RATED AND APPROVED. b. PRESSURE DROPS SHALL NOT EXCEED .10" STATIC PRESSURE. 28. ELECTRICAL CONNECTIONS: a. UNLESS OTHERWISE INDICATED ALL MAGNETIC MOTOR STARTERS, THERMAL OVERLOADS, LOW VOLTAGE THERMOSTATS, CONTROL RELAYS, CONTROL TRANSFORMERS AND SOLENOID VALVES SHALL BY FURNISHED BY THE MECHANICAL CONTRACTOR. b. UNLESS OTHERWISE SPECIFIED, ALL MOTORIZED DAMPERS SHALL BELOW VOLTAGE. ALL WIRING AND POWER CONNECTIONS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. c. PROVIDE MOTORS AND EQUIPMENT FOR ONLY THOSE CURRENT CHARACTERISTICS INDICATED ON THE DRAWINGS. d. IT IS THE INTENT OF THIS DIVISION TO REQUIRE A COMPLETE SYSTEM PER THE CONTRACT DOCUMENTS. e. COORDINATE ALL EQUIPMENT REQUIRING ELECTRICAL POWER, REGARDLESS OF VOLTAGE, WITH OTHER TRADES, $O THAT ALL SYSTEMS ARE COMPLETE AND OPERATIONAL. f. ALL THREE PHASE MOTORS SHALL BE PROVIDED WITH PHASE LOSS PROTECTION. g. ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS PROVIDED BY MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. MECHANICAL LEGEND -HWS- HEATING WATER SUPPLY -HWR- HEATING WATER RETURN -CWS- CHILLED WATER SUPPLY -CWR- CHILLED WATER RETURN -SMS- SNOWMELT SUPPLY -SMR- SNOWMELT RETURN -RFS- RADIANT FLOOR SUPPLY -RFR- RADIANT F T LOOR RETURN U -G- GAS -MPG- MEDIUM PRESSURE NATURAL GAS ___O PIPE RISER O PIPE DROP PIPE TAKEOFF (FROM BOTTOM OF MAIN v- PIPE TAKEOFF (FROM TOP OF MAIN) PIP END CAP PIPE CONTINUATION _ PIPE EXPANSION GUIDE PIPE UNION -3F- PIPE ANCHOR FLEXIBLE PIPE CONNECTION �- PIPE EXPANSION JOINT B POINT OF NEW CONNECTION PLUG VALVE CHECK VALVE BALL VALVE BALANCING VALVE --{- FLOW REGULATOR VALVE BUTTERFLY VALVE PRESSURE REDUCING VALVE �Q 2 -WAY CONTROL VALVE 3 -WAY CONTROL VALVE �Q 4 -WAY CONTROL VALVE DIFFERENTIAL BYPASS VALVE STRAINER NATURAL GAS PRESSURE REGULATOR AIR VENT PRESSURE - TEMP. TAP PRESSURE GAUGE -� THERMOMETER NOTE: ALL SYMBOLS SHOWN ON LEGEND ARE NOT NECESSARILY USED. OA OUTDOOR AIR RA RETURNAIR SA SUPPLYAIR EA EXHAUSTAIR RAD RETURN AIR DAMPER SAD SUPPLY AIR DAMPER SG SUPPLY GRILLE RG RETURN GRILLE TG TRANSFER GRILLE SD SUPPLY DIFFUSER RD RETURN DIFFUSER TD TRANSFER DIFFUSER QT THERMOSTAT �� --./� SENSOR (CALL OUT ON DRAWINGS) Q{- FIRE /SMOKE DAMPER �--f FIRE DAMPER I]�{ ---./ l MOTOR OPERATED DAMPER (MOD) --f MANUAL BALANCING DAMPER CHANGE OF ELEVATION (D) DROP (R) RISE FLEXIBLE DUCT CONNECTION I 'k_I TURNING VANES IN 90° ELBOW ��F' DUCT SIZES ARE NET FREE AREA 77x ?. 1ST NO. IS DUCT WIDTH. 2ND NO. IS DUCT DEPTH. SECTION THRU ROUND DUCT m SECTION THRU SUPPLY AIR DUCT Q SECTION THRU RETURN /EXHAUST AIR DUCT © ROUND DUCT TURN DOWN SUPPLY DUCT TURN DOWN RETURN /EXHAUST DUCT TURN DOWN CF� NECK SIZE SUPPLY REGISTER/DIFFUSER/LOUVER CF NECK SIZE RETURN REGISTER/DIFFUSER/LOUVER CFM4.A./--� OUTSIDE AIR REGISTER /DIFFUSER /LOUVER NECK SIZE J CFM -E/1 EXHAUST REGISTER/DIFFUSER/LOUVER NECK SIZE J -4-0- CFM DOOR UNDERCUT A (A) SECTION CUT LINE (B) SHEET SHOWN ON 2 -WAY CONTROL VALVE, NORMALLY CLOSED, INTERLOCKED WITH TSTAT (OR REMOTE SENSOR). PROVIDE PRESSURE INDEPENDENT VALVE ( DANFOSS AB -QM OR EQUIVALENT) FOR VARIABLE SPEED SYSTEMS. I RETURN 1 ISOLATION VALVE COIL STRAINER - ARRANGE PIPING FOR USE AS COIL DRAIN Y-SUPPL �� AUTOFLOW AUTOMATIC BALANCING VALVE - COMBINATION SHUT -OFF AND FLOW CONTROL VALVE. PROVIDE ISOLATION VALVE IN LIEU OF COMBINATION VALVE WHEN PRESSURE INDEPENDENT CONTROL VALVEISINSTALLED. 2 -WAY COIL PIPING DIAGRAM NO SCALE 0 N AEC PROJECT #: 15033.00 DATE: VAV TERMINAL 03 -02 -16 UNIT SCHEDULE PROGRESS OR EQUIVALENT UNIT MANUFACTURER& cu n N N INLET CFM _U 030 � HEATING COIL DATA MAX OPER. Checked By: TO C (� N U) N C SERVING LOCATION -10 U 1000 1) C,4 a N MAXAPD WT' REMARKS TAG MODELNO. pt. N co U SIZE (IN), MAX MIN HEAT (MBH) EAT LAT EWF LWi GPM SOUND PD (FT) (LOS) aJ ASSESSOR ca � W ` -- w W t _ v = CL 0) J d) ( - - w CONNECTTO EXISTING CEILING GRILLES VAV -7 TRANE- VPWF0600P U CEILING 6"0 500 100 100 13 60 90 175 155 1.5 - - - 21 >, m¢4* OFFICE a co m IN ASSESOR'S OFFICE. 2 -WAY CONTROL VALVE, NORMALLY CLOSED, INTERLOCKED WITH TSTAT (OR REMOTE SENSOR). PROVIDE PRESSURE INDEPENDENT VALVE ( DANFOSS AB -QM OR EQUIVALENT) FOR VARIABLE SPEED SYSTEMS. I RETURN 1 ISOLATION VALVE COIL STRAINER - ARRANGE PIPING FOR USE AS COIL DRAIN Y-SUPPL �� AUTOFLOW AUTOMATIC BALANCING VALVE - COMBINATION SHUT -OFF AND FLOW CONTROL VALVE. PROVIDE ISOLATION VALVE IN LIEU OF COMBINATION VALVE WHEN PRESSURE INDEPENDENT CONTROL VALVEISINSTALLED. 2 -WAY COIL PIPING DIAGRAM NO SCALE U) 0 � ./ ) �./ / ui �./ ) V ) U J W 50 W W IU_ 1 � U � C, �¢ 0 H 0 M0 `-J ui J Q W W O 0 N AEC PROJECT #: 15033.00 DATE: GJ 03 -02 -16 PROGRESS 00 PROGRESS C O 03 -21 -16 cu n N N _U 030 � :3 N Checked By: TO C (� N U) N C MECHANICAL LEGEND, SPEC DETAILS & SCHEDULES NO SCALE -10 U 1000 1) C,4 a N a°)`'0D O pt. N co U L 5 ^ Co C cd�.. - aJ m 0 CO ca � W ` -- w W t _ v = CL 0) J d) ( - - w LO =L �F U � � Do rpm ID C 0) >, m¢4* a co m a U) 0 � ./ ) �./ / ui �./ ) V ) U J W 50 W W IU_ 1 � U � C, �¢ 0 H 0 M0 `-J ui J Q W W O AEC PROJECT #: 15033.00 DATE: ISSUE: 03 -02 -16 PROGRESS 03 -04 -16 PROGRESS 03 -09 -16 PROGRESS 03 -21 -16 PERMIT Drawn By: KBW Checked By: TO C MECHANICAL LEGEND, SPEC DETAILS & SCHEDULES NO SCALE M1.0 1 of 3 GENERAL NOTES: 1. ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE. 2. ALL INTERIOR SUPPLY AND RETURN DUCTWORK SHALL INCLUDE 1" LINER UNLESS OTHERWISE NOTED. ALL OUTSIDE AIR INTAKE AND ROUND DUCTWORK SHALL BE WRAPPED WITH 1.5 THICK INSULATION UNLESS OTHERWISE NOTED. 3. ALL FINAL DUCTWORK CONNECTIONS TO SUPPLY GRILLES (OR PLENUMS) SHALL BE COMPLETED WITH ACOUSTICAL FLEXIBLE DUCT UNLESS OTHERWISE NOTED AND A MAXIMUM LENGTH OF FIVE FEET. 4. ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BE CONICAL TEES. 5. ALL SQUARE 90 DEGREE ELBOWS SHALL HAVE TURNING VANES. 6. ALL DUCTWORK PASSING THROUGH FIRE -RATED ASSEMBLIES SHALL INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY. 7. ALL SUPPLY GRILLES SHALL HAVE INCLUDE A BALANCING DAMPER UNLESS OTHERWISE NOTED. IF THE DAMPER IS LOCATED IN AN INACCESSIBLE LOCATION, CABLE -STYLE DAMPERS (ROTOTWIST OR EQUIVALENT) SHALL BE INSTALLED AND SHALL BE ADJUSTABLE FROM THE GRILLE FACE. 8. COORDINATE ALL ACCESS PANEL LOCATIONS WITH THE ARCHITECT. SHEET DETAIL NOTES: 1O EXISTING RETURN GRILLE TO BE MOVED AS SHOWN. 2O EXISTING SUPPLY GRILLE TO BE MOVED AND RECONNECT EXISTING DUCTING. EXTEND DUCTING AS NECESSARY TO ACCOMMODATE NEW GRILLE LOCATION. INSPECT EXISTING MATERIALS AND REPLACE DETERIORATING OR DAMAGED PIECES AS REQUIRED. 3O SUPPLY AND RETURN GRILLE(S) IN THIS SPACE TO REMAIN AS IS.. — 4O ROUTE NEW %" HWS /R PIPING FROM BUILDING MAIN PIPING, OR ADJACENT EQUAL OR GREATER SIZED PIPING FROM SAME SOURCE. CONNECT TO VAV -7 HEATING COIL AND BALANCE TO 1.5 GPM. SEE COIL PIPING DETAIL, SHEET M1.0. &—I HVAC DUCTING PLAN REMOVE EXISTING SUPPLY GRILLES AND CONNECTING BRANCH DUCTING. �_ 6 O H 1 - 5 ENC�S,: J U) w 0 0 00 0 U) 75; CE w o J 'L^u 0 VJ W J Q U Q U ,LL w w " O 0 AEC PROJECT #: 15033.00 DATE: N 03 -02 -16 PROGRESS 03 -04 -16 PROGRESS 03 -09 -16 00 03 -21 -16 PERMIT cu A N N _U N O Checked By: TOC a ") HVAC DUCTING PLAN SCALE 3/16' = F -0" (� r N r a) N C O rno> U WfiQN O f3 , O co Im±- N coo L L W cnu _05 JQNrnU c: 061 -6 CD m 0 CO Ofd ❑ W 0 O W W t N = N cu W yCO F '3 U cu � � 00 r0v ID C 0) L �¢CO CO a X a [b CL O H 1 - 5 ENC�S,: J U) w 0 0 00 0 U) 75; CE w o J 'L^u 0 VJ W J Q U Q U ,LL w w " O AEC PROJECT #: 15033.00 DATE: ISSUE: 03 -02 -16 PROGRESS 03 -04 -16 PROGRESS 03 -09 -16 PROGRESS 03 -21 -16 PERMIT Drawn By: KBW Checked By: TOC HVAC DUCTING PLAN SCALE 3/16' = F -0" M2.0 2 of 3 GENERAL NOTES: 1. ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE. 2. ALL INTERIOR SUPPLY AND RETURN DUCTWORK SHALL INCLUDE 1" LINER UNLESS OTHERWISE NOTED. ALL OUTSIDE AIR INTAKE AND ROUND DUCTWORK SHALL BE WRAPPED WITH 1.5" THICK INSULATION UNLESS OTHERWISE NOTED. 3. ALL FINAL DUCTWORK CONNECTIONS TO SUPPLY GRILLES (OR PLENUMS) SHALL BE COMPLETED WITH ACOUSTICAL FLEXIBLE DUCT UNLESS OTHERWISE NOTED AND A MAXIMUM LENGTH OF FIVE FEET. 4. ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BE CONICAL TEES. 5. ALL SQUARE 90 DEGREE ELBOWS SHALL HAVE TURNING VANES. 6. ALL DUCTWORK PASSING THROUGH FIRE -RATED ASSEMBLIES SHALL INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY. 7. ALL SUPPLY GRILLES SHALL HAVE INCLUDE A BALANCING DAMPER UNLESS OTHERWISE NOTED. IF THE DAMPER IS LOCATED IN AN INACCESSIBLE LOCATION, CABLE -STYLE DAMPERS (ROTOTWIST OR EQUIVALENT) SHALL BE INSTALLED AND SHALL BE ADJUSTABLE FROM THE GRILLE FACE. 8. COORDINATE ALL ACCESS PANEL LOCATIONS WITH THE ARCHITECT. a F� F3 4 1\) ISIBLE FOR REMOVING THE ;E IT CONFLICTS WITH THE NEW ARTOGRAPHY WORKROOM. 6 IR �m Q J U) w 0 0 00 o U) 75; CE w o J 'L^u 0 VJ W J Q U Q U ,LL w w " O CD AEC PROJECT #: 15033.00 DATE: c"I 03 -02 -16 PROGRESS 03 -04 -16 PROGRESS 03 -09 -16 00 03 -21 -16 PERMIT 0 c cu E2 _U cc 2 0 Checked By: TOC CEILING HVAC PLAN SCALE 3/16' = V -0" M2.1 3 of 3 N C O rno> U �a¢N O a,coO Im±— N ap U L L Nu) r� N cnu _05 �Qc��Irn0 c: •ai 0al -6 CD cp cp M W wu L N = N cu MY (n F '3 U � � co r0v ID C L x¢00 a co X a m a IR �m Q J U) w 0 0 00 o U) 75; CE w o J 'L^u 0 VJ W J Q U Q U ,LL w w " O AEC PROJECT #: 15033.00 DATE: ISSUE: 03 -02 -16 PROGRESS 03 -04 -16 PROGRESS 03 -09 -16 PROGRESS 03 -21 -16 PERMIT Drawn By: KBW Checked By: TOC CEILING HVAC PLAN SCALE 3/16' = V -0" M2.1 3 of 3 0 m O a TYPICAL 8'0" CEILING MAIN CIRCUIT BREAKER & !'1 BRANCH CIRCUIT BREAKERS MAXIMUM MOUNTING HEIGHT ��rrIS 79 ", MINIMUM IS 18 ". ��rrJ 14T FINISHED FLOOR TYPICAL DEVICE MOUNTING HEIGHTS NOT TO SCALE NOTES: 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS NOTED OTHERWISE. 2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN TOP OF DOOR TRIM AND CEILING LINE. 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS AND NOTED ON ELECTRICAL FLOOR PLANS SHALL GOVERN OVER THOSE SHOWN ABOVE. 4. FOR CEILING HEIGHTS HIGHER THAN 77, INSTALL FIRE ALARM NOTIFICATION AUDIO AND VISUAL APPLIANCES AT 80"AFF OTHERWISE INSTALL AT 6" BELOW CEILING. 5. MOUNTING HEIGHTS PER IBC 2009 AND ADA CODES Max Pipe or Conduit Dian in. (nn) F Rating Hr T Rating Hr 1 (25) tort 0+,1or2 1 (25) 3 or 4 3 or 4 4 (102) 1 or 2 0 6 (152) 3 or 4 0 12 (305) 1 or 2 0 ELECTRICAL LEGEND (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) 0 RECESSED OR SURFACE DOWNLIGHT Q-i WALL MOUNTED LIGHT FIXTURE RECESSED FLUOR. LIGHT FXTURE A3 SURFACE FLUOR. LIGHT FIXTURE FIXTURE DESIGNATIONS: UPPERCASE - FIXTURE TYPE LOWER CASE - SWITCH DESIGNATION ® SHADING ON FIXTURE INDICATES EMERG. BATTERY BACKUP �- FLUORESCENT STRIP FIXTURE F e�� TRACK LIGHT AS NOTED OR SCHEDULED 0 WALLWASHER �w0 POLE - MOUNTED FIXTURE POST IBOLLARDI FIXTURE ® STEP LIGHT I� CEILING OR WALL MOUNTED EXIT LIGHT EMERGENCY BATTERY LIGHTS DUPLEX RECEPTACLE ®18" UNLESS NOTED OF DOUBLE DUPLEX RECEPTACLE @ 18'UNLESS NOTED FLUSH FLOOR DUPLEX RECEPTACLE ® SPECIAL OUTLET AS NOTED IIIII- DUPLEX RECEPTACLE HALF - SWITCHED @ IV- UNLESS NOTED O POP -UP RECEPTACLE TELE -POWER POLE ry MULTIOUTLET PLUG STRIP J® JQ a JUNCTION BOX IN FLOOR, CEILING OR IN WALL III V COMPUTERTELEPHONE OUTLET IN FLOOR OR WALL TELEVISION OUTLET TELEPHONE BACKBOARD CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING CIRCUITHOMERUN - CONDUIT RUN BELOW FLOOR OR GRADE ] CONDUIT STUB-UP - CAP &MARK LIGHT SWITCH AT 46- UNLESS NOTED SUBSCRIPTS: 2 =2 -POLE SWITCH 3 =3-WAY SWITCH 4 =4-WAY SWITCH M = MOTION - OPERATED SWITCH K = KEY - OPERATED SWITCH TO = THERMAL OVERLOAD SWITCH P= SWITCH WITH PILOT LIGHT Q DIMMER SWITCH WIWATTAGE PUSHBUTTON CONTROL STATION PC PHOTOELECTRIC CELL Ts TIME SWITCH THERMOSTAT AT WE UNLESS NOTED eDIVISION 15 EQUIPMENT O FOOD SERVICE EQUIPMENT 0a SPEAKER IN CEILING OR WALL QV-I VOLUME CONTROL AT 80" UNLESS NOTED O Mai MICROPHONE OUTLET IN FLOOR BOX OR WALL OG -I CALL -IN SWITCH © PROGRAM BELL L] CLOCK QA AMPLIFIER ABBREVIATIONS AC -ABOVE COUNTER AFF - ABOVE FINISHED FLOOR AEG - ABOVE FINISHED GRADE AHJ - AUTHORITY HAVING JURISDICTION AL - ALUMINUM CU - COPPER EC - ELECTRICAL CONTRACTOR EM - EMERGENCY GC - GENERALCONTRACTOR END - GROUND GFI - GROUND FAULT INTERRUPTER MC - MECHANICAL CONTRACTOR NIC NOT IN CONTRACT NL -NIGHT LIGHT NTS NOT TO SCALE PC - PLUMBING CONTRACTOR REF - REFERENCE UG - UNDERGROUND ONO - UNLESS NOTED OTHERWISE UTP - UNSHIELDED TWISTED PAIR WP - WEATHERPROOF + FMR - TRANSFORMER 18" - MOUNTING HEIGHT TO CENTERLINE OF DEVICE AFF OR AEG FIRE ALARM SYSTEM eilkFACP FIRE ALARM CONTROL PANEL ANN FIRE ALARM ANNUNCIATOR PANEL Q FIRE ALARM PULL STATION ALARM HORN OR SPEAKER COMBINATION HORNISTROBE OR SPEAKER/STROBE ON THERMAL HEAT DETECTOR 91 SMOKEACNIZATION DETECTOR OF PHOTOELECTRIC SMOKE DETECTOR ,SHIP HEAT /PHOTOELECTRIC SMOKE DETECTOR LJL LJ DUCT DETECTOR QF SPRINKLER SYSTEM FLOW SWITCH ff SPRINKLER SYSTEM TAMPER SWITCH STROBE SMOI DAMPER CONNECTION "1 REMOTE INDICATOR LIGHT SECURITY SYSTEM DC CONTACT DOOR SWITCH IN JAMB OR HINGE INTRUSION MOTION DETECTOR AS SPECIFIED, CORRIDOR CORR QK KEY -0PERATED ACCESS SWITCH SURVEILLANCE CAMERA DISCONNECT SWITCH FUSES -"- CIRCUITBREAKER add- CURRENT TRANSFORMER i TRANSFORMER RD M]--J METER 19 MAGNETIC MOTOR STARTER Q DISCONNECT SWITCH PANELBOARD OR LOAD CENTER, FLUSH OR SURFACE MOUNTED SWITCHBOARD, MOTOR CONTROL CENTER OR DISTRIBUTION BOARD ❑T TRANSFORMER �I^ GROUND 0 CIRCUIT BREAKER ® MOTOR OUTLET ATB AUTOMATIC TRANSFER SWITCH 1. WALL ASSEMBLY - THE 1, 2,3 OR 4 HR FIRE -RATED GYPSUM WALLBOARD /STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC WITH NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3- 5/81N. (92 MM) WIDE BY 1- 3/81N. (35 MM) DEEP CHANNELS SPACED MAX 24 IN. (610 MM) OC. B. GYPSUM BOARD* - NOM 1/2 OR 5/8 IN. (13 OR 16 MM) THICK, 4 FT. (122 CM) WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 26 IN. (660 MM). 2. THROUGH PENETRANT -ONE CONDUIT INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (0 MM) (POINT CONTACT) TO MAX 21N. (51 MM). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING 3. FILL,VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8.1-1/4,1-7/8 AND 2- 1/21N. (16, 32, 48 AND 64 MM) THICKNESS OF CAULK FOR 1, 2,3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1/41N. (6 MM) DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD /PENETRANT INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED TO THE LEFT. 3M COMPANY - CP 25WB+ CAULK OR FB -3000 WT SEALANT, "BEARING THE UL CLASSIFICATION MARKING PENETRATION THROUGH A FIRE -RATED WALL NOT TO SCALE ELECTRICAL SPECIFICATIONS A. General Reauirements i SCOPE: Furnish all materials and labor required to execute this work as indicated on drawing and as specified, as necessary to complete the contract. Electrical work shall include, but not limited to, these major items: A. Complete wiring system for new lighting and power as shown, including new panelboards, new conduits, new wires, new wiring devices, new Control devices, etc. for a Complete lighting and and power system. a. Complete feeders installation as required for new and /or P O q electrical apparatus as shown on single line diagram and drawings. b. Complete branch circuit wiring required for the connection of emergency lighting and exit signs t0 existing emergency stand 9 Y 9 9 9 9 9 Y by power system. 2. Complete provision, installation and connection of lighting fixtures, exit signs and lamps as specified and as shown on drawings. 3. Fire alarm system will be by electrical Contractor. 4. Complete connection of HVAC /Plumbing motor(s), water heater(s), equipment, etc. furnish by mechanical - refer to both electrical and and mechanical drawing for Scope and work and additinal infor- mation. 5. Provide grounding and bonding Facilities. 6. Complete all electrical demolition as required. 7. Core drilling and patching of existing building structure required for electrical work. Core drilling shall follow Building Standard procedures and contractor shall have written approvals from building owner prior to start of any work. 8. Test of entire system and work. 9. Operating, Maintenance and identification instructions manuals, if any. 10. PERMITS AND FEES: Obtain and pay for all necessary permits, inspec- tions, examinations and fees or charges necessary for execution and Completion of electrical work. 11. REGULATIONS AND CODES: A. Applicable codes: National Electric Code (2008) Conform to the prevailing edition and amendments thereto of the Town of Vail ElectI Code, pertinent NFPA publications and to the requirements of Federal, State or other City agencies having jurisdiction. 12. SHOP DRAWINGS AND SUBMITTAL: A. Contractor shall submit shop drawings for engineer review and approval. B. Shop drawing submittal shall include: 1. Lighting fixtures. 2. Patch panels, fiber optic cable, Cat 6 cable. 3. Wire way and cable tray 13. CONDUITANDWIRE: A. CONDUCTOR SIZES AND TYPES: For sizes #1/0 AWG and larger, use coppper THW or aluminum XHHW. For sizes #1 AWG and smaller, use only copper wire with 600V insulation, types TW, THHN, or THW - stranded in sizes #8 and larger, solid in sizes #10 and smaller. Control wiring shall be #14, stranded. Use type THHN for wires entering or passing through fluorescent lighting fixtures. All motors shall be wired with copper Conductors only. B. MC cable permitted per local codes. Run hard pipe from panel to local junction box, and ran MC cable from junction box to device. 14. ELECTRICAL DEVICES A. Convenience receptacles will be 20 amp, Commercial grade decora style. Finish per owner or architect. B. Light switches will be 20 amp, commercial grade, decors style. Finish per owner or architect. C. Dimming switches will be a minimum of 600w or as noted. Provide decors style, finish per owner or architect. D. All mounting heights will conform to ADA guidelines. Typical receptacle heights will be. +18 "AFF and switch heights will be +46 "AFF unless noted otherwise. E. Provide GFI type receptacles at kitchens, bathrooms, exterior etc. as required b code. garages, q Y F. Provide tamper proof receptacles at all residential areas as required by code. 15. SUPPORT A. Support all electrical equipment independent of accessible ceilings as required by NEC. 16. ELECTRICAL BOXES A. At fire rated wall space electrical boxes at opposite sides of the wall no less than 24" horizontal distance. B. When phone, TV & power receptacles are shown on plan next to each other. Locate respective receptacles next to each other on site with no more than V separating cover plates. B. Cat 6 Wiring Requirements A. The cabling for voice and data must be continuous, home run, non - spliced, 500 Mhz or better category 6, 4 pair UTP as applicable. Acceptable manufacturers include: Berk -Tek, Belden, Lucent or equivalent. B. Data cable will be colored blue. Voice Cable will be colored white. C. The terminations at the station locations must be Category 6, T568B (AT &T) modular RJ-45, 8 pin, 8 conductor, Hubbell, Leviton, or lucent or equivalent jacks, match faceplates to power, color coded for voice and data, match to cable. Outlets will be securely held in place . D. Wall mounted patch panels will be provided. E. All cables will be labeled with self - laminating labels at each cable end, at each patch panel location, and each wall /floor faceplate that has wiring installed. Coordinate numbering scheme with owner. F. Provide plenum rated cable when required by article NEC 300 -22. G. All cable above the ceiling must be tied and properly supported with independent hangers. Cable "draped" across ceiling tiles i5 unacceptable. In the Case of "hard" drywall ceilings, adequate support shall be accomplished where reasonably possible. H. Route cables so as not to exceed 90 meters in length. Bidder will identify any cable runs exceeding 90 meters and provide solution to meet the 90 meter requirement. I. All wiring shall be protected from moving mechanical or physical contacts. Cabling shall be free from tension at both ends, as well as through out the length of the ran. Splices and bridge taps with Cabling are strictly prohibited. Wiring is to be run in cable tray and conduit where specified. J. All Connections of twisted wiring hall be made in such a way as to minimize 9 Y the extent in which each twisted pair is unraveled at the point of its physical termination. No more than .5 inches of exposed untwisted pairs shall be present at these locations. K. Cable bends shall be no less than eight times es the diameter or 1.00 ". Cables are to be kept a minimum of 6" from power lines electric motors P P , fluorescent fixtures or heat generating devices. TERMINATE, LABEL AND TEST L. All Cable hangers shall be no more than 48" apart. Contractor shall be familiar and install in accordance with all applicable codes and standards, including NEC, EIAITIA 568,569 and 606, and federal, state and local codes. Care must be taken to ensure cables are not kinked, bent beyond limit, overloaded, over - cinched, crushed, improperly untwisted, etc. M. No exposed wiring will be accepted unless approved in writing by the engineer. Cabling shall be in the wall, above the ceiling or where exposed, enclosed within Cable trays, raceways or conduit, as specified. N. All Cabling shall be bundled and properly secured and terminated. O. The warranty set forth for this system shall consist of a full three (3) years from the date of project Completion. The contractor warrants the system to be P 1 P Y free of defects of workmanship or products and will inspect and repair the system during this warranty period at no additional cost to the owner. The warranty period shall begin at the point of system acceptance or beneficial use, whichever comes later. C. Fire Life Safety Scope of Work & General Conditions 1. SUPPLY& INSTALL NEW EQUIPMENT AND MODIFICATIONS TO EXISTING FIRE ALARM SYSTEM TO PROVIDE A COMPLETE FIRE ALARM SYSTEM TO MEET LOCAL CODES. ALL NEW FIRE ALARM EQUIPMENT, DEVICES, WIRING, ETC. REQUIRED AND WHICH ARE INSTALLED FOR THE FACILITY SHALL MEET LATEST EDITION OF THE NFPA FIRE LIFE SAFETY CODES AND SHALL MEET ALL CITY AND STATE FIRE MARSHALL REQUIREMENTS. 2. THE FIRE ALARM SYSTEM SCOPE OF WORK SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO THE FOLLOWING: A. PROVIDE ALL COSTS FOR LABOR, DESIGN, ENGINEERING, CALCULATIONS, SHOP DRAWING, ETC. INCLUDING SUBMISSION OF FINAL FIRE ALARM LIFE SAFETY DRAWING TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL. B. PROVIDE ALL COSTS FOR LABOR, MATERIAL, INSTALLATION, CONNECTION AND EXECUTION OF FIRE LIFE SAFETY ALARM EQUIPMENT, DEVICES, CONDUITIWIRING SYSTEM, ETC. AS REQUIRED DUE TO THE CONSTRUCTION OF THIS FACILITY. THE NEW FIRE LIFE SAFETY EQUIPMENT REQUIRED FOR THIS CONTRACT SHALL BE BY THE SAME MANUFACTURER. ALL FIRE LIFE SAFETY SYSTEM COMPONENT, EQUIPMENT, DEVICES, ETC. LESS WIRING PROVIDED IN THIS CONTRACT SHALL BE COMPATIBLE FOR SAID ALARM EQUIPMENT USED AT THE SITE, AND BE BOTH CFM AND U.L. LISTED FOR SAME. 3. ACCEPTABLE FIRE ALARM SYSTEM MANUFACTURERS ARE SIMPLEX, NOTIFIER, SILENT KNIGHT & FIRELITE. FIRE ALARM SYSTEMS MUST HAVE PARTS AND SERVICE AVAILABLE WITHIN 24 HOURS. 4. CONTRACTOR SHALL SUBMIT UNIT PRICES ON F.A. EQUIPMENT AND DEVICES IN THEIR BID. 5. PRIOR TO BID, CONTRACTOR SHALL VERIFY NEW FIRE LIFE SAFETY INSTALLATION AND INCLUDE ALL LABOR AND MATERIAL REQUIRED FOR A COMPLETE AND OPERABLE LIFE SAFETY AND SMOKE CONTROL SYSTEM(S). 6, DRAWINGS HAVE BEEN DEVELOPED FOR BIDDING AND PRICING PURPOSES AND ARE DIAGRAMMATIC ONLY. THE CONTRACTOR SHALL WALK THROUGH WITH THE AUTHORITY HAVING JURISDICTION TO DETERMINE FINAL FIRE ALARM DEVICE LOCATIONS & QUANTITIES PRIOR TO FINAL ROUGHIN. 7. WHEN PERMITTED BY THE AUTHORITY HAVING JURISDICTION, COORDINATE WITH PAINTER TO FINISH THE CEILING MOUNTED SMOKE DETECTORS TO MATCH RESPECTIVE CEILINGS. REFER TO MANUFACTURER'S INSTRUCTIONS REGARDING ADDITIONAL FINISHES TO THE SPECIFIC PRODUCT. 8. PROVIDE PLENUM RATED CABLE WHEN REQUIRED BY ARTICLE NEC 300 -22. GENERAL NOTES ALL SHEETS THE ELECTRICAL CONTRACTOR WILL PROVIDE A WALK THROUGH WITH THE OWNER/ARCHITECT PRIOR TO FINAL ROUGHIN AS FOLLOWS: • CONFIRM ALL LOCATIONS FOR LIGHT SWITCHES; ADD THREE WAYS IF FOUND NECESSARY. • REVIEW RECEPTACLE LOCATIONS; MOVE AS REQUIRED. PROVIDE UNIT PRICING IF ADDITIONAL RECEPTACLES ARE REQUIRED. • REVIEW RECEPTACLE LOCATIONS AT COUNTERS AND CONFIRM IF THOSE RECEPTACLES SHOULD BE ABOVE COUNTER OR BELOW. MOVE AS REQUIRED. IN GENERAL CONFIRM POWER AND LIGHTING REQUIREMENTS. THE ELECTRICIAN SHOULD BE PREPARED TO REWORK SOME DEVICE LOCATIONS. SIGNIFICANT REWORK SHOULD BE FLAGGED AND UNIT PRICING PROVIDED AND WRITTEN AUTHORIZATION FOR ADDITIONAL COSTS APPROVED PRIOR TO PROCEEDING. ROUTE WIRE AT CEILING PARALLEL OR PERPENDICULAR TO STRUCTURE. SECURE TO STRUCTURE AT 4' INTERVALS OR LESS. EAGLE COUNTY PATCH PANEL AT IT ROOM TELEPHONE ONE-_ LINE DIAGRAM NO SCALE STUB UP TO ABOVE ACCESSIBLE CEILING (2 #CAT 6 BLUE) 3/4 "O PLENUM RATED WIRE WHEN REQUIRED (2) RJ451N SINGLE GANG BOX AT 18" AFF UNO TELEPHONE/ COMPUTER ROUGHIN 0 N O 00 aN O N ti to U_ 4 0 2 :3 Q U° Cn 0) N U) N O �O¢O U a. C14 E x CO O cc:) OY CV Op U C-0 4) -ST - W U t7) O _ U V r J r Q NO) U C wa, atf _ 2 N -1- M 0 r9 LO W 0 W = C N � O y LOS a) C O) L Q V II) O �POO RE )8 � 0 H`'Zi S^r 00 O O FSSIQNAL �NG�,. J ^ U/ LIJ 0 O O U/ 5 '^ O V) LL] J L1J O � �r/ / LJJ V) /Jn U LL w H LLl O AEC PROJECT #: 15033.00 DATE: ISSUE: 03 -02 -16 PROGRESS 03 -04 -16 PROGRESS 03 -09 -16 PROGRESS 03 -21 -16 PERMIT Drawn By: Checked By: SOH AEC ELECTRICAL SPECS, LEGEND & ONELINES E 1.0 1 of 3 SHEET DETAIL NOTES: RECEPTACLES NOTED WITH �` \ ' "(E) "ARE EXISTING TO REMAIN. / (E\ E) 1O REPLACE EXISTING RECEPTACLE AND SYSTEMS RECEPTACLE WITH WHIP FOR FURNITURE. FURNITURE SUPPLIER TO SUPPLY WHIP, E.C. TO INSTALL. O2 PROVIDE NEW PLUGMOLD WITH RECEPTACLES AT 12" ON CENTER. REWORK EXISTING RECEPTACLE TO PROVIDE POWER FEED. OPROVIDE NEW PLUGMOLD WITH RECEPTACLES AT 12" ON CENTER. SET NEW JUNCTION BOX AT NEW WALL FOR POWER FEED. O4 REWORK EXISTING RECEPTACLE TO NEW CIRCUIT AS NOTED. OS PROVIDE NEW HOMERUN. REMOVE EXISTING FLOOR 3 RECEPTACLE AND PATCH TYPICAL OF 2 GENERAL NOTES: 1. SHOWN ON THE PLAN IS THE CIRCUITS REQUIRED. ELECTRICAL CONTRACTOR TO REWORK EXISTING CIRCUITS AS SHOWN AND PROVIDE NEW CIRCUITS AS SCHEDULES. 2. ELECTRICAL CONTRACTOR TO PROVIDE NEW PHONE /DATA RECEPTACLES ASSHOWN. PROJECT: EC ASSESSORS PROJECT #:15033 MOUNTING: SURFACE TYPE: EXISTING 1 r - WALL. CONNECT RECEPTACLE TO PANEL CRC PANEL ENGINEER: VOLTAGE: MAINS: AIC: SOH 120208V, 3P, 4W 200A MLO 10K ENGINEER: VOLTAGE_: MAINS: AIC: SOH 120208V, 3P, 4W 200A MLO 10K PHASE RECEPTACLE AT CUBICLE ABOVE. PHASE U N O L IiE C O N C O) L Q V X Q x O m O a PHASE ORE 0 O H Fr O O� PHASE DESCRIPTION A B C BKR P CIR CIR P BKR A B C A DESCRIPTION C U LL w DESCRIPTION LLI 0 AEC PROJECT M 15033.00 DATE: ISSUE: 03 -02 -16 PROGRESS 03 -04 -16 PROGRESS 03 -09 -16 PROGRESS RECEPTACLES 1080 20 1 1 2 1 20 1080 1 2 1 VA RECEPTACLES PLAN 1080 20 1 3 4 1 20 1080 3 4 VA ASSESSORADMIN 1080 1080 20 1 5 6 1 20 20 1080 5 VA MIDDLE POWER POLE 1080 20 1 7 8 1 20 1080 TO 1 VA ASSESSOR OFFICE 1 1080 1080 20 1 9 10 1 20 1080 1080 20 VA ASSESSOR CONE REC 10 1 1080 20 1 11 12 1 20 1080 20 RECEPTACLES NORTH APPRI ASSESSORADMIN 1080 12 1 20 1 13 14 1 20 1080 1080 RECEPTACLES APPRAISEL MGR AND CARTO 1 1620 1 120 1 15 16 1 20 CUBICALS RECEPT 1080 11080 RECEPTACLES APPRAISERS OPEN OFFICE 1 1080 20 1 117 18 11 20 GIS RECEPT REM STAR RECEPTACLES APPRAISERS OPEN OFFICE 1080 20 1 19 20 1 20 1080 UNIDENTIFIED UNIDENTIFIED RECEPTACLES EASTPOWERPOLE 1080 20 1 21 22 1 20 UNIDENTIFIED RECEPTACLES REC PRINTER ROOM 1080 1080 20 1 23 24 1 20 RECEPTACLES APPRAISERS OPEN OFFICE 1080 1080 20 1 25 26 1 20 720 APPRAISERS OPEN OFFICE RECEPTACLES SPACE 1080 20 1 27 28 1 20 1 E1080 1080 RECEPTACLES WEST POWER POLE APPRAISERS OPEN OFFICER SPACE 1080 20 1 29 30 1 20 28 1 20 RECEPTACLES EAST MAPPEI RECEPTACLES 1080 VAV BOX ATASSESSOR WORK STATIONI &2RECEPT 20 1 31 32 1 20 1080 30 1 20 P10 RECEPTACLES 080 1080 STATE PRINTER MANAGER OF 20 1 33 34 1 20 31 32 1 HAND DRYER RECEPTACLES 1080 20 1 35 36 1 20 33 34 HAND DRYER SPARE 1080 20 1 37 38 1 20 1080 35 RECEPTACLES EASTWALL WATER FILTER 20 11080 1 20 1 1 39 40 1 20 1080 1 UNIDENTIFED CLERK VAULT AND OUT FRO 1 20 1080 20 1 41 42 1 20 1080 1080 UNIDENTIFED 39 40 1 20 1000 REFRIGERATOR CLERK& RECORDER OFFICE 1080 20 LOAD CALCULATION SUMMARY CALCULATED POWER FACTOR: 1.00 CONNECTED LOAD LIGHTING/CONTINUOUS 0 RECEPTACLES 46620 MECHANICAL 0 KITCHEN 0 TOTAL 46620 CONNECTED AMPS 0 129 0 0 129 42 1 DEMA.NDLOAD DEMANDAMPS 0 0 28310 78 0 0 0 0 28310 78 PROJECT: EC ASSESSORS PROJECT #:15033 MOUNTING: SURFACE TYPE: EXISTING RECESS NEW RECEPTACLE AT BRICK — o C N y N WALL. CONNECT RECEPTACLE TO : O U° in m rn N OC PANEL CRC -2 AT OTHER SIDE OF THE WALL.EXTEND EXISTING CAT 6 WIRE VIA PLUGMOLD ENGINEER: VOLTAGE_: MAINS: AIC: SOH 120208V, 3P, 4W 200A MLO 10K 06, .6 a) co RECEPTACLE AT CUBICLE ABOVE. PHASE U N O L IiE C O N C O) L Q V X Q x O m O a ORE 0 O H Fr O O� PHASE T c` SSrONAL DESCRIPTION A B C BKR P CIR CIR P BKR A B C U LL w DESCRIPTION LLI 0 AEC PROJECT M 15033.00 DATE: ISSUE: 03 -02 -16 PROGRESS 03 -04 -16 PROGRESS 03 -09 -16 PROGRESS 03 -21 -16 PERMIT ASSESSOR ADMIN OPEN OFF 180 20 Checked By: 1 1 2 1 20 1080 PLAN SCALE 3/16" = 1' -0" PRINTER RECEPT ASSESSOR ADMIN OPEN OFF 360 20 1 3 4 1 20 1080 COPIER RECEPT RECEPTREASERCH 1080 20 1 5 6 1 20 1080 CUBICALS RECEPT RECEPTREASERCH 1080 TO 1 7 8 1 20 1080 CUBICALS RECEPT RECEPTCOFFEE 1080 20 1 9 10 1 20 1080 HVACK CLERK OFFICE UNIDENTIFIED 1080 20 1 11 12 1 20 1080 CUBICALS RECEPT VAULTRECET 1080 20 1 13 14 1 20 1080 CUBICALS RECEPT VAULTRECET 11080 111 20 1 15 16 1 20 1080 GIS RECEPT REM STAR 1080 20 17 18 1 20 080 UNIDENTIFIED UNIDENTIFIED 1080 20 19 20 1 20 1080 UNIDENTIFIED UNIDENTIFIED 1080 20 21 22 1 20 KITCHEN RECEPT NEW CLERKS PANELS 1080 20 23 24 1 20 SPACE SPACE 0 25 26 1 20 1080 APPRAISERS OPEN OFFICER SPACE 0 127 28 1 20 d480 VAV BOX ATASSESSOR WORK STATIONI &2RECEPT 1080 20 29 30 1 20 080 STATE PRINTER MANAGER OF WORK STATION 3 &4 RECEPT 1080 20 31 32 1 20 1080 STATE PRINTER COLUMN WORK STATION 5 &LIQUORO 1080 20 33 34 1 20 ASSESSOR ASST MGR REBOOKKEEPER 1080 20 35 36 1 20 40 APPRAISERS OPEN OFFICER STATE PRINTER BY BOOK KE 1080 20 1 37 38 1 20 JASSESSORADMINREC MOTOR VEHICLE MANAGER 1080 20 1 39 40 1 20 1000 REFRIGERATOR CLERK& RECORDER OFFICE 1080 20 1 41 42 1 20 180 KITCHEN RECEPT LOAD CALCULATION SUMMARY PROVIDE NEW CIRCUITS AT#28,34,36,38,40,42 CALCULATED POWER FACTOR: 1.00 CONNECTED LOAD CONNECTED AMPS LIGHTING /CONTNUOUS 0 0 RECEPTACLES 38440 106 MECHANICAL 480 2 KITCHEN 0 0 TOTAL 38920 108. DEMANDLOAD DEMANDAMPS 0 0 24220 67 600 2 0 0 24820 69 (E (E) / - aSESSOR - -____ V e VG CRC1 -11 lC C/R�C2 -28 (E) IF1 TO 1 5 1 ASSESOR At OPEN UP ADMINISTRATION WORKSTATIONS CRC2 -2,4 f A CCRRC2 38 MAN 5 CRC1-13 J rc3Ei i /Y\ Li Li- CRC1 -5 ADMINISTRATION lEl SERVICE COUNTER I rJ E) I' (E) l� � I Uc RECESS NEW RECEPTACLE AT BRICK — o C N y N WALL. CONNECT RECEPTACLE TO : O U° in m rn N OC EXISTING CIRCUIT THROUGH RECEPTACLE aa)aQN E rn °0 0 AT OTHER SIDE OF THE WALL.EXTEND EXISTING CAT 6 WIRE VIA PLUGMOLD 6 FROM'THE NEAREST SYSTEMS— 06, .6 a) co RECEPTACLE AT CUBICLE ABOVE. � I Uc I Ad I� PH' �E E) E (E) PROJECT LIMITS, EXCEPT ADD 1 -1 I CIRCUITS NOTED AT KITCHENETTE APPRAISAL MANAGER t \ (7RC1 -19 -r -- - - - J - - -- (E) In, i 9 I ee PRINTER /STORAGE ELEVATOR =@A � C 1 GFI WOMEN'S BATH CONFERENCE ROOM MEN'S NORTH 1ST LOOR POWER PLAN SCALE: 3/1 0 N 00 o C N y N �J© : O U° in m rn N OC O D o U aa)aQN E rn °0 0 UR 06, .6 a) co W N W 3': 03 w � - � -3 U N O L IiE C O N C O) L Q V X Q x O m O a ORE 0 O H Fr O O� . a 9 C, I Ad I� PH' �E E) E (E) PROJECT LIMITS, EXCEPT ADD 1 -1 I CIRCUITS NOTED AT KITCHENETTE APPRAISAL MANAGER t \ (7RC1 -19 -r -- - - - J - - -- (E) In, i 9 I ee PRINTER /STORAGE ELEVATOR =@A � C 1 GFI WOMEN'S BATH CONFERENCE ROOM MEN'S NORTH 1ST LOOR POWER PLAN SCALE: 3/1 0 N 00 o C N y N U_ 030 2 : O U° in m rn N OC O D o U aa)aQN E rn °0 0 c: O)! NOD U �v a1v_ 06, .6 a) co W N W 3': 03 w � - � -3 U N O L IiE C O N C O) L Q V X Q x O m O a ORE 0 O H Fr O O� . a 9 C, T c` SSrONAL U/ W 0 0 00 N� U) L1. L W w 0 U U) uj /w U LL w LL LLI 0 AEC PROJECT M 15033.00 DATE: ISSUE: 03 -02 -16 PROGRESS 03 -04 -16 PROGRESS 03 -09 -16 PROGRESS 03 -21 -16 PERMIT Drawn By: Checked By: SOH AEC 1 ST FLOOR POWER PLAN SCALE 3/16" = 1' -0" E2.0 2 of 3 OD n F F3 \ \ ASSESS • (E) \ \ 0 RA 0� in �nvr 1 3 i FIXTURE TYPE A .: LED TROFFER 45W 4250 LUMEN 5000K USLED #GTR2 22 50 0 -PUB PROVIDE EM BACKUP BATTERY FOR FIXTURES NOTED "EM" CONNECT a.s AHEAD OF SWITCHING I M M (E) �E� /_ 3 --- E)® 1 D FIXTURE TYPE D LED RECESSED DOWNLIGHT 16.4 W 950 LUMEN 4000K LITHONIA LIGHTING #60PA HI LED 40K90CRI 120V PROVIDE EM BACKUP BATTERY FOR FIXTURES NOTED "EM" CONNECT AHEAD OF SWITCHING. i • dim 1D I tE op RA I C - I (E) I D DM _ 1 + I M OF C. - 1 i _dE) M F_ EM I PROJECT LIMITS �I GENERAL NOTES: —Ell ;ailz REUSE EXISTING LIGHTING CIRCUITS. PROVIDE NEW SWITCHING AS g SHOWN. RINTERlS ORAGE SHEET DETAIL NOTES: O REPLACE EXISTING. SWITCH WITH NEW DEVICE. ELEVATOR CONFE E CE ROO _ - - - WOMEN'S MEN'S B -TH - - BATH NORTH j 1st FLOOR LIGHTING PLAN FF l SCALE: 3116" = 1'0" F3 G CD N 07 00 o rnyN cu U_ co Z5 SOU � to a rn tnmc C: r O iT o U "n a ¢N ;f o E rn °O o N � 07..ap U J Q N cn U lC Q c0 C ca W LU NN= N (M:3 W w (nn H 3 U 6) O ME CD O C 0) L � Q 0 X Q x O m O d �p.00 REGrST 0 O H, Fr O O� m SSrONAL J ^ U/ W ® O 00 U) 2 J W o W O U) _ U) W w Q U Q U LL w L- w O AEC PROJECT #: 15033.00 DATE: ISSUE: 03 -02 -16 PROGRESS 03 -04 -16 PROGRESS 03 -09 -16 PROGRESS 03 -21 -16 PERMIT Drawn By: Che d By: SOH AEC I st FLOOR LIGHTING PLAN SCALE 3/16" = F -0" E3.0 3 of 3 EAGLE COUNTY COMMUNICATIONS OFFICE REMODEL 500 BROADWAY, EAGLE , CO 81631 GENERAL NOTES 1. ALL WORK SHALL BE EXECUTED IN CONFORMANCE WITH THE 2012 INTERNATIONAL BUILDING CODE AND WITH ALL OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF BUILDING. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY CONFUCT5 BETWEEN THE REQUIREMENTS OF THE BUILDING CODE AND THE DRAWINGS. 2. ALL WORK SHALL BE PERFORMED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE APPROPRIATE TRADES. B. ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. DIMENSIONS NOTED WITH 'N.T.S." DENOTE NOT TO SCALE. 4. CONTRACTOR 15 HEREBY NOTIFIED ASSUMPTIONS HAVE BEEN MADE ABOUT THE CONSTRUCTION METHODS, SYSTEMS AND MATERIALS ORIGINALLY USED IN THE BUILDING. THE CONTRACTOR, IN THE COURSE OF PERFORMING INVASIVE TESTING DURING CONSTRUCTION, SHALL VERIFY THE ACCURACY OF THE ASSUMPTIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 5. CONTRACTOR SHALL VERIFY THE DIMENSIONS AND CONDITIONS OF ALL AFFECTED AEAS OF EXISTING STRUCTURE/SITE AND SHALL REPORT TO THE ARCHITECT, IN WRITING, ANY DISCREPANCIES BETWEEN ACTUAL EXISTING CONDITIONS AND THE DRAWINGS. S. CONTRACTOR SHALL TAKE REASONABLE MEASURES TO LOCATE AND MARK ALL UTILITIES IN AREAS OF WORK PRIOR TO COMMENCING DEMOLITION WORK. 7. ARCHITECT 15. NOT RESPONSIBLE IN ANY WAY FOR THE MEANS, METHODS, SEQUENCE, PROCEDURES, TECHNIQUES OR SCHEDULING OF CONSTRUCTION OR FOR JOB SAFETY. THESE DUTIES ARE THE RESPONSIBILITY OF THE CONTRACTOR S. ALL BUILDING COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 9. CONTRACTOR SHALL INSTRUCT EACH OF THE SUBCONTRACTORS TO BECOME THOROUGHLY FAMILIAR WITH ALL OF THE DRAWINGS. WHEREVER EXISTING CONDITIONS MAY HAVE A BEARING ON COST AND /OR THE EXPEDITIOUS PERFORMANCE OF THE WORK, THE SUBCONTRACTOR SHALL VISIT THE JOB SITE AND PERSONALLY INSPECT AND VERIFY THIRSTS FOR COMPARISON WITH THE DRAWINGS DURING THE PRICING /BIDDING PHASE OF THE PROJECT. VICINITY MAP O pe 6H- k 11 .. � vs. A - -1 11 if- OWNER: EAGLE COUNTY GOVERNMENT C/O FACILITIES PROJECT MANAGEMENT DEPARTMENT P.O. BOX 850 EAGLE, CO 81631 -0850 Tel. 970 326 -8861 Fax 970 328 -8782 E -mcll: ronueeber Peaglewunty.us CONTACT: MR. RON SIEBERT ARCHITECT: MENENDEZ ARCHITECTS, P.C. 715 W.MAIN ST., SUITE 104 ASPEN, GO 81611 Tel. 970 544 -4651 Fax 970 544 -1915 E -mall: LAM@MenendezArchfMCrs.wm CONTACT: LUIS MENENDEZ MECHANICAL/ELECTRICAL ENGINEER: ARCHITECTURAL ENGINEERING CONSULTANTS 40801 US HIGHWAY 6 $ 24, SUITE 214 AVON, CO 81620 P.O. 80X.8489 AVON, CO 81620 Tel. 970 748 -8520 F=9`70748-8521 FOR MECHANICALL ENGINEERING CONTACT: MR. BRYAN WEBSTER E -mail: bryan@aec-vail.com FOR ELECTRICAL ENGINEERING CONTACT: MR. STAN HUMPHRES E -mall: scan @aec- vail.wm PROJECT DESCRIPTION TENANT IMPROVEMENT WORK: RECONFIGURE PART OF EXISTING SECOND FLOOR OFFICE SPACE IN AN EX157INC 2 -5709Y OVER BASEMENT MIXED -USE BUILDING. NO ADDITIONAL FLOOR AREA OR CHANGE IN USE ARE PROPOSED. EXISTING BUILDING INFORMATION (PER ORIGINAL PLANS DATED 0610111992) NUMBER OF STORIES = 2 STORIES OVER BASEMENT (GARDEN LEVEL) OCCUPANCY: B -2 WITH A-3 EAGLE COUNTY ROOM (COMMISSIONERS HEARING ROOM) CONSTRUCTION TYPE: TYPE III, ONE -HOUR. FIRESPRINKLERS WAIVE ONE -HOUR REQUIREMENTS EXCEPT FOR SHAFT ENCLOSURES, CORRIDORS, STAIR ENCLOSURES, EXIT PASSAGEWAYS. BUILDING IS FIRE SPRINKLERED; MODIFY SYSTEM IN SUBJECT SPACES, PER CODE REQUIREMENTS, FOR NEW LAYOUT. BUILDING CODES: 2012 INTERNATIONAL- BUILDING CODE 2012 INTERNATIONAL- MECHANICAL CODE 2012 INTFPNA71ONAL PLUMBING CODE 2012 NATIONAL ELECTRICAL CODE 2012 INTERNATIONAL ENERGY CODE 2012 INTERNATIONAL FUEL GAS CODE TOWN OF EAGLE TITLE 13 EAGLE MUNICIPAL - BUILDING E CONSTRUCTION CODE AMENDMENTS KEY PLAN MENENDEZ ARCHITECTS P.c. vo�cu 970.544.4851 email: Imo @soprs.net fox: 970.544.1915 715 W. Main Street, Suite 104 Aspen, Colorado 81611 (30.01 TITLESHEET A1.01 EXISTING FLOOR PLAN, PROPOSED FLOOR PLAN A1.02 EXISTING RC PLAN, PROPOSED RC PLAN 6 INTERIOR ELEVATIONS, DOOR Drawn By: SCHEDULE A5.01 DETAILS, FINISH SCHEDULES M1.0 HVAC PLAN E1.0 ELECTRICAL LEGEND, SPEC, & DETAILS E2.0 POWER, SYSTEMS & LIGHTING PLANS Issue: Date: M1 C BUDGET 04/27/13 Q PERMIT 03/21/16 �� F rini E2�251 — 4;�.a° Fi.�(,l�„ WptlbY rj Fa^/Ilxp 6.3NS1 E3,n 51 P G w W'sn,u E2051 E11, 51 ,u Po,, w blh 9l� € u,A &�Lj -p sma, p W�M wain s[ 6thsu aai�ao�11 a — - 517E e.� 11 if- OWNER: EAGLE COUNTY GOVERNMENT C/O FACILITIES PROJECT MANAGEMENT DEPARTMENT P.O. BOX 850 EAGLE, CO 81631 -0850 Tel. 970 326 -8861 Fax 970 328 -8782 E -mcll: ronueeber Peaglewunty.us CONTACT: MR. RON SIEBERT ARCHITECT: MENENDEZ ARCHITECTS, P.C. 715 W.MAIN ST., SUITE 104 ASPEN, GO 81611 Tel. 970 544 -4651 Fax 970 544 -1915 E -mall: LAM@MenendezArchfMCrs.wm CONTACT: LUIS MENENDEZ MECHANICAL/ELECTRICAL ENGINEER: ARCHITECTURAL ENGINEERING CONSULTANTS 40801 US HIGHWAY 6 $ 24, SUITE 214 AVON, CO 81620 P.O. 80X.8489 AVON, CO 81620 Tel. 970 748 -8520 F=9`70748-8521 FOR MECHANICALL ENGINEERING CONTACT: MR. BRYAN WEBSTER E -mail: bryan@aec-vail.com FOR ELECTRICAL ENGINEERING CONTACT: MR. STAN HUMPHRES E -mall: scan @aec- vail.wm PROJECT DESCRIPTION TENANT IMPROVEMENT WORK: RECONFIGURE PART OF EXISTING SECOND FLOOR OFFICE SPACE IN AN EX157INC 2 -5709Y OVER BASEMENT MIXED -USE BUILDING. NO ADDITIONAL FLOOR AREA OR CHANGE IN USE ARE PROPOSED. EXISTING BUILDING INFORMATION (PER ORIGINAL PLANS DATED 0610111992) NUMBER OF STORIES = 2 STORIES OVER BASEMENT (GARDEN LEVEL) OCCUPANCY: B -2 WITH A-3 EAGLE COUNTY ROOM (COMMISSIONERS HEARING ROOM) CONSTRUCTION TYPE: TYPE III, ONE -HOUR. FIRESPRINKLERS WAIVE ONE -HOUR REQUIREMENTS EXCEPT FOR SHAFT ENCLOSURES, CORRIDORS, STAIR ENCLOSURES, EXIT PASSAGEWAYS. BUILDING IS FIRE SPRINKLERED; MODIFY SYSTEM IN SUBJECT SPACES, PER CODE REQUIREMENTS, FOR NEW LAYOUT. BUILDING CODES: 2012 INTERNATIONAL- BUILDING CODE 2012 INTERNATIONAL- MECHANICAL CODE 2012 INTFPNA71ONAL PLUMBING CODE 2012 NATIONAL ELECTRICAL CODE 2012 INTERNATIONAL ENERGY CODE 2012 INTERNATIONAL FUEL GAS CODE TOWN OF EAGLE TITLE 13 EAGLE MUNICIPAL - BUILDING E CONSTRUCTION CODE AMENDMENTS KEY PLAN MENENDEZ ARCHITECTS P.c. vo�cu 970.544.4851 email: Imo @soprs.net fox: 970.544.1915 715 W. Main Street, Suite 104 Aspen, Colorado 81611 (30.01 TITLESHEET A1.01 EXISTING FLOOR PLAN, PROPOSED FLOOR PLAN A1.02 EXISTING RC PLAN, PROPOSED RC PLAN ALI INTERIOR ELEVATIONS, DOOR Drawn By: SCHEDULE A5.01 DETAILS, FINISH SCHEDULES M1.0 HVAC PLAN E1.0 ELECTRICAL LEGEND, SPEC, & DETAILS E2.0 POWER, SYSTEMS & LIGHTING PLANS Issue: Date: Revision: Dare: BUDGET 04/27/13 Q PERMIT 03/21/16 Proiear. EAGLE COUNTY COMMUNICATIONS OFFICE REMODEL Sheer time: TITLESHEET Drawn By: LM $ MS Print Dare: 3/21/16 Sheet number: G0.01 0 2016 Menendez Architects P.C. EAGLE COUNTY ROOM D6 D7: D3 D6 III�I jjIIII — — — — — — — — — — _ M _ _ — — — 3 — — — — — _ — '1 D3 D1 FL�_ =a__ D2 D3 D4 D7 0 EXISTING /DEMOLITION FLOOR PLAN SCALE: 114" =1'-0" DEMOLITION NOTES 1 PARTITIONS, COMPONENTS, BUILDING EQUIPMENT AND FIXTURES DESIGNATED FOR REMOVAL ARE SHOWN IN LIGHT DASHED LINES. 2 CONFORM TO ALL APPLICABLE CODES RELATING TO DEMOLITION AND HAZARDOUS MATERALS. 3 COMPLY WITH STATE REGULATIONS REGARDING ASBESTOS TESTING AND ABATEMENT WORK. TESTING SHALL BE PERFORMED BY OWNER. 4 ERECT AND MANTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. 5 ERECT AND MAINTAIN TEMPORARY PARTITIONS TO PREVENT SPREAD OF DUST. 6 PREVENT MOVEMENT OF STRUCTURE. PROVIDE BRACING AND SHORING AND DESIGN OF SAME BY QUALIFIED PROFESSIONAL, AS NEEDED. 7 PROTECT EXISTING STRUCTURE, FINISHES, EQUIPMENT, ETC. WHICH ARE NOT TO BE DEMOLISHED. 6 DEMOLISH AND REMOVE COMPONENTS IN AN ORDERLY AND CAREFUL MANNER. 9 DISCONNECT AND CAP /ABANDON UTILITIES AS NECESSARY. 10 REMOVE DEMOLISHED MATERIALS FROM SITE AS WORK PROGRESSES AND DISPOSE IN AN APPROVED AND LEGAL MANNER. 11 LEAVE AREAS OF WORK IN CLEAN CONDITION. 12 FURNITURE IN AREAS OF WORK SHALL BE REMOVED BY OWNER. 13 REMOVE AND REPLACE AS MUCH DRYWALL ON WALLS AND CEILINGS AS 15 NECESSARY TO PROPERLY EXECUTE THE NEW WORK EAGLE COUNTY ROOM 1 AUGN q OFFICE/EDIT 1 7 m 2 2 5.01 T 1 O 6 J 5 14 R.O b Ro. 4 s.o1 9 IN 14 u.n 2E 6' -V I a 4'$ 3/4' 2 3 4 EQUIPMENT ; N ROOM ;� N 14 4 D3 (ROJ .5.01 D2 6 SWITCHING GEAR STORAGE 5.01 6 _J 1 14 0 2 6 9 10 — 11 — 3N (an BE 45 10 PROPOSED FLOOR PLAN G SCALE: 1 /4' =1' -O O MENENDEZ ARCHITECTS P.c. voice: 970.544.4851 email: LAM @MenendezArchiteds.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 WALL TYPE LEGEND EXISTING PARTITION TO REMAIN --------- EXISTING PARTITION TO BE REMOVED - PROPOSED PARTITION, SAME CONSTRUCTION AS EXISTING KEYNOTES 1 FINISH AND PATCH AREAS OF NEW WORK (WALLS, FLOOR AND CEILING) TO BLEND SEAMLESSLY WITH EXISTING CONSTRUCTION, TYPICAL. 2 DO NOT INSTALL NEW PARTITIONS OVER EXISTING CARPET. REMOVE SECTIONS OF EXISTING CARPET AND REINSTALL TIGHT TO NEW WALLS, TYPICAL DASHED LINE INDICATES EXISTING CHANGE IN CEILING PLANE. 4 FRAME WALLS OF EQUIPMENT ROOM TO STRUCTURE ABOVE. FULLY INSULATE ALL NEW AND FX1571NG WALLS AND CEILING OF EQUIPMENT ROOM FOR SOUND AND THERMAL (RI FIBER BATT MINIMUM), . TYPICAL 5 PROVIDE /INSTALL NEW WOOD BLINDS TO MATCH EXISTING AT ALL INTERIOR WINDOWS OF SWITCHING B GEAR STORAGE ROOM. 6 INSULATE ALL NEW PARTITIONS AND FRAMED-IN OPENINGS FOR SOUND WITH FIBER BAIT INSULATION FULL DEPTH OF STUD CAVITY, TYPICAL. 7 NEW LOCATION OF SALVAGED DOOR.. 6 NEW DOOR, SEE DOOR SCHEDULE. 9 NEW 21/2' METAL STUD FURRING, SPACED 1" FROM EXISTING WALL FOR NOISE E VIBRATION MITIGATION. DO NOT CONNECT TO EXISTING MECHANICAL CHASE WALL 10 NEW 24" DEEP BUILT-IN SHELVING, SEE INTERIOR ELEVATIONS. 11 NEW BUILT -IN WORKBENCH. 12 NEW WIREWAY WITH HINGED COVER (SEE ELECTRICAL DRAWINGS) PROJECTS INTO ROOM _ 2'. 13 NEW 36 DEEP BUILT -IN SHELVING, SEE INTERIOR ELEVATIONS. 14 CHANGE IN FLOORING MATERIAL. CENTER JOINT UNDER DOOR IN CLOSED POSITION. DEMOLITION KEYNOTES Di EXISTING CARPET TO REMAIN, PROTECT FROM DAMAGE THROUGHOUT COURSE OF CONSTRUCTION. D2 CAREFULLY REMOVE EXISTING DOOR AND FRAME AND SALVAGE FOR RE -USE IN NEW OFFICE/EDIT ROOM. D3 CAREFULLY REMOVE EXISTING INTERIOR WINDOW AND SALVAGE FOR OWNER RE -USE. D4 EXISTING DOOR AND HARDWARE TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION. DS EXISTING INTERIOR WINDOW AND WOOD BUNDS TO REMAIN. PROTECT FROM DAMAGE DURING CONSTRUCTION. D6 REMOVE CHAIR RAIL WOOD TRIM FROM SECTION OF WALL THAT WILL BE INSIDE OF NEW OFFICE/EDIT ROOM. SALVAGE FOR RE -USE. Issue: Date: ReVI51a6 BUDGET 041/27/13 IA PERMIT 03/21/16 Date: Proieab EAGLE COUNTY COMMUNICATIONS OFFICE REMODEL Shell HHe: EXISTING FLOOR PLAN, PROPOSED FLOOR PLAN 0 2016 Menendez Architects P.C. Drawn By: LM E MS VrImr Uate: 3/21/16 Sheet number: Al mOl EAGLE COUNTY ROOM D2 D4 D2 �. B.. T _r D4 CLG. i -i - i - -r �- D8 J Li � I ❑� D7 CLG. HT. rx DF II �D9 � D4 09 EXISTING /DEMOLITION REFLECTED GEILINO PLAN SCALE: 114" =1' -O" EAGLE COUNTY ROOM 13 6 — \ 7 � � 2 PROPOSED REFLECTED CEILING PLAN SCALE: 114" =1' -0" O MENENDEZ ARCHITECTS P.c. voice: 970.544.4851 mail: Ima @sopns.net fax 970.544.1915 715 W. Main Street, Suite 104 Aspen, Colorado 81611 WALL TYPE LEGEND EXISTING PARTITION TO REMAIN --------- EXISTING PARTITION TO BE REMOVED - PROPOSED PARTITION, SAME CONSTRUCTION AS EXISTING KEYNOTES i NEW LIGHT FIXTURE, SEE ELECTRICAL PLANS. 2 NEW MECHANICAL REGISTER SEE MECHANICAL PLANS. EXISTING MECHANICAL REGISTER TYPICAL 4 EXISTING FIRE SPRINKLER HEAD, TYPICAL RELOCATED FIRE SPRINKLER HEAD, VERIFY. 6 NEW EXPOSED CABLE TRAY AT CEILING. NEW DRYWALL SOFFlT FOR NEW MECHANICAL DUCT. 8 NEW SUSPENDED DRYWALL CEILING SYSTEM FLUSH WITH EXISTING DRYWALL CEILING. 9 NEW ACOUSTICAL CEILING BOARDS, TO MATCH EXISTING, TYPICAL. 10 MODIFY EXISTING SUSPENDED ACOUSTICAL BOARD CEILING AROUND NEW PARTITIONS, TYPICAL. 11 FINISH AND PATCH EXISTING DRYWALL CEILING TO BLEND SEAMLESSLY WITH NEW DRYWALL CONSTRUCTION, TYPICAL. 12 NEW LIFE SAFETY CEILING MOUNTED DEVICE, SEE ELECTRICAL PLANS. 13 FULLY INSULATE ABOVE EQUIPMENT ROOM DRYWALL CEILING WITH FIBER BATT INSULATION FOR THERMAL. PROVIDE AS HIGH AN R -VALUE AS JOIST CAVITY WILL ALLOW UP TO R-30. DEMOLITION NOTES 01 EXISTING DRYWALL CEILING TO BE REMOVED TO ALLOW FOR INSULATION, MECHANICAL AND ELECTRICAL WORK IN AREA OF NEW EQUIPMENT ROOM. D2 EXISTING DRYWALL CEILING TO REMAIN EXCEPT AS NEEDED TO EXECUTE MECHANICAL AND /OR ELECTRICAL WORK. D3 EXISTING SUSPENDED ACOUSTICAL BOARD CEILING TO REMAIN EXCEPT AS NEEDED TO EXECUTE MECHANICAL AND /OR ELECTRICAL WORK, TYPICAL. 04 EXISTING LIGHT FIXTURE TO BE REMOVED, TYPICAL. DS EXISTING LIGHT FIXTURE TO REMAIN, TYPICAL D6 EXISTING FIRESPRINKLER HEAD. ADJUST LOCATION AND /OR ADD HEADS AS NECESSARY TO MEET CODE REQUIREMENTS AT NEW ROOM CONFIGURATIONS, TYPICAL. FIRE SPRINKLER MODIFICATIONS SHALL BE DESIGN - BUILD. 07 EXISTING MECHANICAL REGISTER TO REMAIN, TYPICAL (VERIFY WITH MECHANICAL PLAN). D8 EXISTING ELECTRICAL/LIFE SAFETY DEVICE TO REMAIN, TYPICAL. D9 EXISTING SUSPENDED CEILING GRID MAY REMAIN BUT REMOVE ALL ACOUSTICAL BOARDS FOR REPLACEMENT. Issue: Date: Revision: Date: BUDGET 041/27/13 Q PERMIT 03/21/16 Project: EAGLE COUNTY HUMAN RESOURCES OFFICE REMODEL Shell tme: EXISTING FLOOR PLAN, PROPOSED FLOOR PLAN 0 2016 Menendez Architects P.C. Drawn By: LM ✓F MS HrIrr Uate: 3/21/16 Sheet number: Al m02 NEW INTERIOR WINDOW (WITH TEMPERED GLASS) TO MATCH EXISTING, INCLUDING ROUND CHAIR RAIL (ORIENT 50 THAT RAIL IS INSIDE OF ROOM) NEW WOOD HEAD TRIM TO MATCH EXISTING, STAIN, TYPICAL NEW DRYWALL, PAINT RELOCATED DOOR AND FRAME, TOUGH -UP FINISH 6 3 A5.Gi As.oi NEW WOOD CHAIR RAIL, RE -USE EXISTING SALVAGED RE -USE EXISTING CASING IF IN MATERIAL (TOUCH-UP ING G FINISH), GOOD CONDITION, OTHERWISE ALIGN WITH EXISTING USE NEW CASING, STAIN, TYP. USE SAME TWO -TONE COLOR SCHEME ON EXTERIOR OF WALL 7 TO MATCH EXISTING, TYPICAL NEW WOOD BASEBOARD, STAIN, TYPICAL NEW DRYWALL, PAINT NEW WOOD BASEBOAR STAIN, TYPICAL NORTH %i HALL SCALE: 117 =1' -O" NEW INTERIOR WINDOW (WITH TEMPERED GLASS) TO MATCH EXISTING: INCLUDING ROUND CHAIR RAIL (ORIENT 50 THAT RAIL IS INSIDE OF ROOM) NEW DOOR TO MATCH NEW WOOD CHAIR RAIL AND EXISTING, STAIN BASEBOARD TO MATCH EXISTING, STAIN TYPICAL SWITCHING e GEAR STORAGE NORTH DOOR SCHEDULE Date: BUDGET ......... REV. MARK LOCATION TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH FRAME FINISH HEAD JAMB SILL HARDWARE COMMENTS DI OFFICE/EDIT 1 A =3' -0' 17 -0 " 13/4' WOOD E GLASS EXISTING WOOD EXISTING 1/A5.01 2 43 /A5.01 -- EXISTING USE EXISTING DOOR FROM SWITCHING ¢ GEAR STORAGE ROOM FOR REPLACEMENT D2 SWITCHING 6. GEAR STORAGE B x3' -O' =7.0' 13/4' WOOD ff GLASS STAIN WOOD STAIN 11A5.01 2 E.3 /A5.01 -- KEYED LOCKSET CLOSER, WALL DOORSTOP, WEATHER- STRIPPING, AUTOMATIC DOOR BOTTOM 03 EQUIPMENT ROOM C 3' -0' x7 -O" 13/4' WOOD STAIN WOOD STAIN 1/A5.01 4/AS.01 -- KEYED LOCKSET CLOSER, WALL DOORSTOP, WEATHER- STRIPPING, AUTOMATIC DOOR BOTTOM DOOR TYPES: TYPE A: EXISTING DOOR TO BE RE -USED IN NEW LOCA70N. TYPE B': NEW WOOD AND TEMPERED GLASS STILE AND RAIL DOOR TO MATCH EXISTING TWO -CITE DOOR. TYPE C: NEW STAIN GRADE FLUSH DOOR, WOOD SPECIES AND STAIN TO MATCH EXISTING. NOTES: 1. TOUCH -UP FINISH ON ALL EXISTING DOORS AND FRAMES TO BE RE -USED AS NEEDED. 2. FOR NEW FLUSH DOOR, IT IS ACCEPTABLE TO SUBSTITUTE CLEAR ALDER, FOR WALNUT IF THERE IS A SIGNIFICANT COST SAVINGS AND IF IT CAN BE STAINED TO MATCH EXISTING WALNUT COLOR S. ALL NEW LEVER HARDWARE (BEST ACCESS), CLOSERS (LON), HINGES AND WALL STOPS SHALL MATCH EXISTING IN MAKE, MODEL AND FINISH. 4. NEW DOOR BOTTOMS SHALL BE PEMKO 411ARL AUTOMATIC DOOR BOTTOM OR EQUIVALENT. HALL 5CR'BE NEW GRAY MELAMINE BUILT -IN FIXED SHELVIN UNIT. USE 11/8" THICK MELAMINE WITH 3 MM PIN EDGE BANDING. DADO SHELVES INTO SIDES AND BACK OF BOX WALLS. VERIFY SHELF SPACING WITH OWNER PRIOR TO ORDERING, TYPICAL 'OE -KICK, ALIGN BOTTOM VITH TOP OF BASEBOARD, YPICAL m N m EXISTING DOOR ` EXISTING WINDOW EAST WITH CHARTER INDUSTRIES VINYL T- MOULDING EDGE, EAST PAINTED WOOD CLEAT SUPPORT THREE SIDES SWITGHING 6,: GEAR STORAGE 1/2 =1' -0' n m PLUGMOLD NEW WOOD BASEBOARD, STAIN, TYPICAL MENENDEZ ARCHITECTS P.c. voice : 970.544.4857 mail: Ima @soprisaet kx: 970.544.1915 715 W. Main Street, Sma 104 Aspen, Colorado 81611 FINISH NOTES NEW DRYWALL AT WALLS SHALL MATCH EXISTING IN THICKNESS AND FINISH (TEXTURE). PRIME AND PAINT TO MATCH EXISTING WALL COLORS. 2 NEW DRYWALLAT CEILINGS SHALL MATCH EXISTING IN THICKNESS AND FINISH (TEXTURE). PRIME AND PAINT TO MATCH EXISTING CEILING COLOR 3 ALL NEW CASING/TRIM AND BASEBOARD SHALL MATCH EXISTING IN PROFILE AND FINISH. IT IS ACCEPTABLE TO SUBSTITUTE CLEAR ALDER, FOR WALNUT IF THERE IS A SIGNIFICANT COST SAVINGS AND IF IT CAN BE STAINED TO MATCH EXISTING WALNUT COLOR 4 RE -PAINT ENTIRE SURFACE OF ALL AFFECTED WALLS AND CEILINGS. /slue., Date: BUDGET ......... PERMIT 03 -21 -16 II I EXISTING DOOR ` EXISTING WINDOW EAST WITH CHARTER INDUSTRIES VINYL T- MOULDING EDGE, EAST PAINTED WOOD CLEAT SUPPORT THREE SIDES SWITGHING 6,: GEAR STORAGE 1/2 =1' -0' n m PLUGMOLD NEW WOOD BASEBOARD, STAIN, TYPICAL MENENDEZ ARCHITECTS P.c. voice : 970.544.4857 mail: Ima @soprisaet kx: 970.544.1915 715 W. Main Street, Sma 104 Aspen, Colorado 81611 FINISH NOTES NEW DRYWALL AT WALLS SHALL MATCH EXISTING IN THICKNESS AND FINISH (TEXTURE). PRIME AND PAINT TO MATCH EXISTING WALL COLORS. 2 NEW DRYWALLAT CEILINGS SHALL MATCH EXISTING IN THICKNESS AND FINISH (TEXTURE). PRIME AND PAINT TO MATCH EXISTING CEILING COLOR 3 ALL NEW CASING/TRIM AND BASEBOARD SHALL MATCH EXISTING IN PROFILE AND FINISH. IT IS ACCEPTABLE TO SUBSTITUTE CLEAR ALDER, FOR WALNUT IF THERE IS A SIGNIFICANT COST SAVINGS AND IF IT CAN BE STAINED TO MATCH EXISTING WALNUT COLOR 4 RE -PAINT ENTIRE SURFACE OF ALL AFFECTED WALLS AND CEILINGS. /slue., Date: BUDGET 0427 -15 PERMIT 03 -21 -16 Revision: Date: L Project. EAGLE COUNTY COMMUNICATIONS OFFICE REMODEL Sheet title: INTERIOR ELEVATIONS, DOOR SCHEDULE 2016 Menendez Architects P.C. Drawn By LM d MS Print uate: 3rnn6 Sheet number. AC 11 �6J Z F N uvl u rQ- L r N WOOD DOOR FRAME (1 1/4" THICK) AND STOP, MATCH EXISTING DOOR HEAD SCALE: 3'= T-O' CLEAR TEMPERED CLASS, (x114" THICK, MATCH EXISTING, TYP.) WOOD DOOR CASING, MATCH EXISTING, TYR. a N WOOD DOOR FRAME 0 1/4" THICK) AND STOP, MATCH EXISTING 5/8' DRYWALL, TYPICAL WOOD CASING, MATCH EXISTING HEADER SHIM, SPACE, TYPICAL WOOD DOOR 3/4 "THICK WOOD WINDOW FRAME, MATCH EXISTING 5/8' DRYWALL OR SPACER QuQ� Yz �. z r�X WOOD DOOR WOOD DOOR JAMB AT GLASS WALL SCALE: 3 " =1' -0' WOOD DOOR FRAME 0 114" THICK) AND STOP, MATCH E 157ING WOOD DOOR CASING, MATCH - EXISTNG, TYPICAL SOUND INSULATION 11 (VERIFY) NOT SHOWN 5/8' DRYWALL, TYPICAL WOOD DOOR JAMBS AT CORNER tl SCALE: 3'= T-0 WOOD DOOR FRAME AND STOP, MATCH EXISTING WOOD DOOR CASING, - MATCH EXISTING, TYP. WOOD WINDOW FRAME, MATCH EXISTING I I. 51/2' SOUND INSLJLA71ON NOT SHOWN WOOD DOOR WOOD DOOR CASING, MATCH EXISTING, TYP. m N SPACE SO THAT CASING CLEARS WOOD BASEBOARD WITHOUT TRIMMING CASING, TYPICAL l 5/8' DRYWALL METAL CORNER BEAD WOOD WINDOW CASING, MATCH EXISTING CLEAR 1' INSULATING TEMPERED GLASS WOOD DOOR JAMB SCALE: 3 " =1' -0' Z r iv g � x « V QF L WOOD WINDOW CASING, MATCH EXISTING, TYPICAL CLEAR TEMPERED GLASS, (z1 /4" THICK, MATCH EXISTING, TYP.) SOUND INSULATION INTERIOR WINDOW HEAD SCALE: 3'= 1 -0' CLEAR TEMPERED GLASS, (0/4 THICK, MATCH EXISTING, TYP.) UZ n Q N E INTERIOR WINDOW JAMB SCALE: CLEAR TEMPERED GLASS, (x1/4" THICK, MATCH EXISTING, TYP.) xZ d F N« Q INTERIOR WINDOW SILL SCALE: 3'= 1 -0' WOOD WINDOW CASING, MATCH EXISTING, TYPICAL WOOD WINDOW FRAME, MATCH EXISTING, TYPICAL WOOD WINDOW FRAME, MATCH EXISTING, TYP. WOOD WINDOW CASING, MATCH EXISTING, TYPICAL 5/8' DRYWALL, TYPICAL WOOD WINDOW FRAME, MATCH EXISTING, TYP. WOOD BASE, MATCH EXISTING 5/8' DRYWALL, TYPICAL CARPET ROOM FINISH SCHEDULE WOODpDOOR REV UQ} DESCRIPTION MANUF. /SOURCE/MTRL. MANIPR R FLOORS SIZE WALLS ACT m� MATCH EXISTING m RM tt ROOM MTRL BASE 5PACE 50 THAT CASING CLEARS EAST ? WOOD BASEBOARD WITHOUT MTRL FIN. TRIMMING CASING, TYPICAL SOUND INSULATION 11 (VERIFY) NOT SHOWN 5/8' DRYWALL, TYPICAL WOOD DOOR JAMBS AT CORNER tl SCALE: 3'= T-0 WOOD DOOR FRAME AND STOP, MATCH EXISTING WOOD DOOR CASING, - MATCH EXISTING, TYP. WOOD WINDOW FRAME, MATCH EXISTING I I. 51/2' SOUND INSLJLA71ON NOT SHOWN WOOD DOOR WOOD DOOR CASING, MATCH EXISTING, TYP. m N SPACE SO THAT CASING CLEARS WOOD BASEBOARD WITHOUT TRIMMING CASING, TYPICAL l 5/8' DRYWALL METAL CORNER BEAD WOOD WINDOW CASING, MATCH EXISTING CLEAR 1' INSULATING TEMPERED GLASS WOOD DOOR JAMB SCALE: 3 " =1' -0' Z r iv g � x « V QF L WOOD WINDOW CASING, MATCH EXISTING, TYPICAL CLEAR TEMPERED GLASS, (z1 /4" THICK, MATCH EXISTING, TYP.) SOUND INSULATION INTERIOR WINDOW HEAD SCALE: 3'= 1 -0' CLEAR TEMPERED GLASS, (0/4 THICK, MATCH EXISTING, TYP.) UZ n Q N E INTERIOR WINDOW JAMB SCALE: CLEAR TEMPERED GLASS, (x1/4" THICK, MATCH EXISTING, TYP.) xZ d F N« Q INTERIOR WINDOW SILL SCALE: 3'= 1 -0' WOOD WINDOW CASING, MATCH EXISTING, TYPICAL WOOD WINDOW FRAME, MATCH EXISTING, TYPICAL WOOD WINDOW FRAME, MATCH EXISTING, TYP. WOOD WINDOW CASING, MATCH EXISTING, TYPICAL 5/8' DRYWALL, TYPICAL WOOD WINDOW FRAME, MATCH EXISTING, TYP. WOOD BASE, MATCH EXISTING 5/8' DRYWALL, TYPICAL CARPET ROOM FINISH SCHEDULE REV MARK DESCRIPTION MANUF. /SOURCE/MTRL. MANIPR R FLOORS SIZE WALLS ACT CEILINGS MATCH EXISTING REV RM tt ROOM MTRL BASE NORTH EAST SOUTH WEST MTRL FIN. COMMENTS MTRL FIN. MTRL FIN. MTRL FIN. MTRL FIN. LVT LUXURY VINYL TILE ARMSTRONG LUXE PLANK PONDEROSA PINE A6806 NATURAL 6" x 36" PAINT HALL ETR ETR DRYWALL PAINT DRYWALL PAINT - -- -- ETR TOUCH -UP PAINT ENTIRE SURFACE OF ALL NOTES: 1. PRIMER BENJAMIN MOORS ULTRA SPEC 500 INTERIOR LATEX PRIMER 1.8 DRY MILS. INTERMEDIATE: BENJAMIN MOORE SUPER SPEC INTERIOR LATEX PAINT; 15 TO 1.7 DRY MILS. FINISH COAT: BENJAMIN MOORE SUPER SPEC INTERIOR LATEX PAINT; 15 TO 1.7 DRY MILS; 1.5 TO 1.7 DRY MILS. MATCH EXISTING COLORS AND SHEEN. 2. MATCH EXISMNG BOARDS, GRID AND ACCESSORIES. INSTALL PER MANUFACTURER'S LATEST INSTALLATION GUIDELINES. WALLS AFFECTED BY NEW WORK. OFFICE/EDIT1 CARPET STIR WOOD ETR PAINT DRYWALL PAINT DRYWALL PAINT DRYWALL PAINT DRYWALL PAINT SWITCHING $ GEAR STO. CARPET ETR & WOOD DRYWALL PAINT ETR PAINT DRYWALL PAINT ETR PAINT ACT - SEE NOTE 2 BELOW. EGUIPMENTROOM LVT ETRff WOOD DRYWALL PAINT DRYWALL PAINT DRYWALL PAINT DRYWALL PAINT DRYWALL PAINT OFFICE/EDIT 2 CARPET ETR ETR PAINT DRYWALL PAINT ETR PAINT ETR PAINT ACT SEE NOTE 2 BELOW. GENERAL NOTES: DRYWALL. =5/8" THICK GYPSUM DRYWALL- ETR = EXISTING TO REMAIN ACT = ACOUSTICAL CEILING TLE (SUSPENDED ACOUSTICAL BOARD AND GRID CEILING). MATCH EXISTING MLES/5OARDS, GRID AND ACCESSORIES. L /T= LUXURY VINYL TILE WOOD BASE SHALL MATCH EXISTING IN WOOD SPECIES, SIZE, PROFILE AND FINISH (STAIN). NOTES: 1. REMOVE AND REPLACE AS MUCH DRYWALL ON WALLS AND CEILINGS AS NEEDED TO PROPERLY EXECUTE THE WORK 2. EXISTING SUSPENDED CEILING GRID MAY REMAIN BUT ALL ACOUSTCAL BOARDS SHALL BE REPLACED, ADD NEW SUPPORTS ALONG NEW WALLS. REPLACE ANY DAMAGED GRID COMPONENTS. MENENDEZ ARCHITECTS pc. voice : 970.544.4857 mail: Ima @soprisaet kx: 970.544.1915 715 W. Main Street, Sma 104 Aspen, Colorado 81611 issue., Date: Revision: Date: BUDGET 04/27/15 PERMIT 03/21/16 Project: EAGLE COUNTY COMMUNICATIONS OFFICE REMODEL Sheet title: DETAILS © 2016 Menendez Architects P.C. Drawn By LM B MS Print care: 3/21/16 Sheet number. A5.01 FINISH MATERIALS SPECIFICATIONS REV MARK DESCRIPTION MANUF. /SOURCE/MTRL. MANIPR R COLOR/FINISH SIZE COMMENTS ACT SUSPENDED ACOUSTICAL BOARD ff. GRID MATCH EXISTING MATCH EXISTING MATCH EXISTING 24" x 48" SEE NOTE 2 BELOW CARPET NEW CARPET MOHAWK GROUP GL 149 WAVELENGTH BILLOW DRYWALL GYPSUM DRYWALL AMERICAN GYPSUM OR EQUAL NA. - - 5/8" THICK MATCH EXISTING TEXTURE AND LEVEL OF FINISH. PRIME AND PAINT. LVT LUXURY VINYL TILE ARMSTRONG LUXE PLANK PONDEROSA PINE A6806 NATURAL 6" x 36" PAINT PRIMER AND PAINT BENJAMIN MOORE SEE NOTE 2 BELOW MATCH EXI57ING - - SEE NOTE 1 BELOW NOTES: 1. PRIMER BENJAMIN MOORS ULTRA SPEC 500 INTERIOR LATEX PRIMER 1.8 DRY MILS. INTERMEDIATE: BENJAMIN MOORE SUPER SPEC INTERIOR LATEX PAINT; 15 TO 1.7 DRY MILS. FINISH COAT: BENJAMIN MOORE SUPER SPEC INTERIOR LATEX PAINT; 15 TO 1.7 DRY MILS; 1.5 TO 1.7 DRY MILS. MATCH EXISTING COLORS AND SHEEN. 2. MATCH EXISMNG BOARDS, GRID AND ACCESSORIES. INSTALL PER MANUFACTURER'S LATEST INSTALLATION GUIDELINES. MENENDEZ ARCHITECTS pc. voice : 970.544.4857 mail: Ima @soprisaet kx: 970.544.1915 715 W. Main Street, Sma 104 Aspen, Colorado 81611 issue., Date: Revision: Date: BUDGET 04/27/15 PERMIT 03/21/16 Project: EAGLE COUNTY COMMUNICATIONS OFFICE REMODEL Sheet title: DETAILS © 2016 Menendez Architects P.C. Drawn By LM B MS Print care: 3/21/16 Sheet number. A5.01 MECHANICAL SPECIFICATIONS: 1. GENERAL: a. FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL WORK NOTED ON THE DRAWINGS AND /OR SPECIFIED HEREIN. b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS THAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS. 2. WORKMANSHIP: a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN -LIKE MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER AND ARCHITECT. 3. MATERIALS: a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KIND, FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY SPECIFIED. 4. SITE INSPECTION: a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS & EXACT NATURE OF THE WORK. b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. c. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE EXAMINATION. ':ItK�]F]Y L11211j;j: LRi:. a. ALL MECHANICAL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO THE 2009 INTERNATIONAL MECHANICAL CODE (IMC), 2009 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) AND ORDINANCES AS INTERPRETED BY THE EAGLE COUNTY BUILDING DEPARTMENT. b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. c. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT. 6. AS- BUILTS: a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT DOCUMENTS WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT AND PRIOR TO FINAL ACCEPTANCE AND PAYMENT. 7. GUARANTEE: a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER COMPLETION. 14. DUCTWORK INSULATION a. ALL DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS PER SECTION 604 OF THE 2009 IMC. b. INSULATION SHALL BE UL LISTED IN COMPLIANCE WITH A FLAME - SPREAD INDEX NOT MORE THAN 25 AND SMOKE DEVELOPED INDEX NOT MORE THAN 50, PER THE 2009 IMC. INSTALLATION SHALL BE IN ACCORDANCE WITH IMC REQUIREMENTS. c. RECTANGULAR SUPPLY, RETURN & TRANSFER DUCTWORK SHALL BE INTERNALLY LINED WITH A VAPOR RESISTANT DUCT LINER OF THICKNESSES SPECIFIED BELOW. d. CONCEALED ROUND, CONCEALED OVAL & OUTDOOR AIR DUCTS SHALL BE EXTERNALLY WRAPPED WITH FIBERGLASS INSULATION WITH AN EXTERNAL VAPOR BARRIER. REQUIRED R- VALUES ARE SPECIFIED BELOW. e. ALL SUPPLY, RETURN & TRANSFER DUCTWORK LOCATED WITHIN THE BUILDING ENVELOPE SHALL BE INSULATED TO A MINIMUM OF R-4 (1"LINER) UNLESS SPECIFIED OTHERWISE ON THE PLANS. I. ALL SUPPLY & RETURN DUCTWORK SHALL BE INSULATED TO A MINIMUM OF R -5 (1 -1/2" LINER) WHEN LOCATED IN UNCONDITIONED SPACES AND SHALL BE INSULATED TO A MINIMUM OF R -8 (2" LINER) AND WEATHERPROOFED WHEN LOCATED OUTSIDE THE BUILDING. g. ALL OUTDOOR AIR DUCTS SHALL BE INSULATED TO A MINIMUM OF R-6 WITH A VAPOR BARRIER. 15. TEMPERATURE CONTROL DEVICES a. CONTRACTOR SHALL PROVIDE STAND -ALONE CONTROLS CAPABLE OF MEETING THE SEQUENCE OF OPERATION DESCRIBED ON THIS SHEET. b. THE HVAC SYSTEM SHALL BE PROVIDED WITH 7 -DAY PROGRAMMABLE AUTOMATIC SPACE TEMPERATURE CONTROL DEVICES (THERMOSTATS) AS SHOWN ON THE PLANS. THE THERMOSTATS SHALL BE CAPABLE OF SCHEDULING OCCUPANCIES AND PROVIDING SETBACK CAPABILITIES TO MAINTAIN ZONE SETPOINTS DOWN TO 55 °F OR UP TO 85 °F. c. CONTROLS SHALL BE CAPABLE OF PROVIDING A DEADBAND OF AT LEAST 5 °F BETWEEN HEATING AND COOLING. d. THERMOSTATS SHALL HAVE NUMERIC SET POINTS IN °F, ADJUSTABLE SETPOINT STOPS, AND SHALL BE MOUNTED AT 54" ABOVE FINISHED FLOOR ADJACENT TO THE ROOM'S LIGHT SWITCH. e. COORDINATE CONTROL TIE -INS WITH CONTROLS CONTRACTOR AS NECESSARY, 16. BEFORE STARTING ANY WORK, THE CONTRACTOR FOR THIS SECTION OF THE WORK SHALL EXAMINE A COMPLETE SET OF DRAWINGS FOR ALL TRADES, INCLUDING ARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, FIRE PROTECTION AND PLUMBING. DIMENSIONS, SPACE REQUIREMENTS AND POINTS OF CONNECTION TO ALL EQUIPMENT SHALL BE VERIFIED, AND ANY MINOR ADJUSTMENTS NECESSARY TO AVOID CONFLICT WITH THE BUILDING STRUCTURE AND THE WORK OF THE OTHER TRADES SHALL BE MADE. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF ANY MAJOR CONFLICTS OCCUR. 17. PERMANENT ACCESS TO EQUIPMENT SHALL BE PROVIDED, AND A MINIMUM OF 30" CLEAR WORKING SPACE IN FRONT OF ACCESS PANELS TO THE COMPRESSOR, BLOWER ASSEMBLY AND AIR FILTER SECTION OF THE EQUIPMENT SHALL BE PROVIDED BY GENERAL CONTRACTOR. 8. SUBMITTALS: 18. ALL EQUIPMENT SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES (WITH WITH CODE APPROVED VIBRATION ISOLATORS. ALL OPTIONS CLEARLY co'MARc ED) SHALL c E SUSUBMITTED TO THE ARCHITECT 9. COORDINATION: a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. 10. CUTTING AND PATCHING a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OR EXISTING) SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. c. X -RAY SLABS PRIOR TO CORING. 11. CLEANUP a. UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES CLEAN AND ORDERLY. 12. MECHANICAL IDENTIFICATION a. EQUIPMENT NAMEPLATES: METAL, WITH DATA ENGRAVED OR STAMPED, FOR PERMANENT ATTACHMENT ON EQUIPMENT. b. PIPE MARKERS: PREPRINTED, COLOR CODED, WITH LETTERING INDICATING SERVICE, AND SHOWING DIRECTION OF FLOW. c. VALVE TAGS: STAMPED OR ENGRAVED WITH 1/4" LETTERS FOR PIPING SYSTEM ABBREVIATION AND 1/2" NUMBERS, WITH NUMBERING SCHEME. PROVIDE 5/32" HOLE FOR FASTENER. d. VALVE TAG SCHEDULE: PREPARE A VALVE TAG SCHEDULE TO BE SUBMITTED TO THE MAINTENANCE ENGINEER FOR RECORD. 13. DUCTWORK a. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE 2009 IMC AND SMACNA STANDARDS. b. DUCTWORK SHALL BE GALVANIZED STEEL GAUGES TO MEET SMACNA STANDARDS. DUCTWORK SIZES INDICATED ARE FREE CLEAR DIMENSIONS. c. ALL DUCT JOINTS SHALL BE SEALED AIR TIGHT WITH RCD CORP. # 6 MASTIC ADHESIVE WITH VERSA GRIP OR MESH. J. ALL FINAL CONNECTIONS TO SUPPLY GRILLES SHALL BE COMPLETED WITH ACOUSTICAL FLEXIBLE DUCT UNLESS OTHERWISE NOTED ON THE PLANS. e. FLEXIBLE DUCT USED FOR CONDITIONED AIR SHALL BE UL APPROVED, VINYL COATED, WIRE REINFORCED FIBERGLASS, WITH MAXIMUM THERMAL CONDUCTIVITY OF 0.30 BTU- IN /HR- FT2 - °F AND A MAXIMUM LENGTH OF FIVE FEET. I. DUCTWORK SHALL BE SIZED AT A MAXIMUM VELOCITY OF 1,000 FPM /.08" PRESSURE DROP PER 100 FEET. g. EACH MECHANICAL VENTILATION SYSTEM (SUPPLY AND /OR EXHAUST) SHALL BE EQUIPPED WITH A MEANS OF SHUT -OFF WHEN VENTILATION IS NOT REQUIRED, AND BACKDRAFT DAMPERS WHICH CAN BE CLOSED ON FAN SHUTDOWN SHALL BE PROVIDED FOR AIR INTAKES AND /OR DISCHARGES. F. CLEAN OUT ALL DUCTS PRIOR TO SUPPLY AND RETURN GRILLE INSTALLATION 1. DOUBLE THICKNESS TURNING VANES SHALL BE USED ON ALL DUCT TURNS OF 90 °. 19. EACH PIECE OF EQUIPMENT AND ALL SYSTEMS SHALL BE ADJUSTED AND RE- ADJUSTED TO INSURE PROPER FUNCTION OF ALL CONTROLS, MAINTENANCE OF TEMPERATURE, ADEQUACY OF FLOWS AND CAPACITIES, ELIMINATION OF NOISE AND VIBRATION, AND SHALL BE LEFT IN PROPER OPERATING CONDITION. 20. TEST & BALANCING: a. THE ENTIRE HEATING AND VENTILATING SYSTEM SHALL BE BALANCED BY AN INDEPENDENT CERTIFIED TEST AND BALANCE COMPANY. b. 5 COPIES OF THEIR BALANCE REPORTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. ELECTRONIC DISTRIBUTION PREFERRED. c. ALL REQUIRED RE- SHEEVING AND ADJUSTING OF EQUIPMENT SHALL BE MADE BY THE TEST & BALANCE CONTRACTOR. d. ALL FINAL MEASURED CAPACITIES SHALL BE WITHIN 10% OF THOSE INDICATED ON THE PLANS. 21. FINAL LOCATION OF GRILLES, REGISTERS & DIFFUSERS SHALL BE PER THE ARCHITECTURAL PLANS, ELEVATIONS OR AS PER FIELD REQUIREMENTS (UPON ACCEPTANCE BY ARCHITECT). 22. THE GENERAL CONTRACTOR SHALL FURNISH & INSTALL ALL OF THE REQUIRED ACCESS PANELS IN THE DRYWALL CEILINGS TO GAIN SERVICE ACCESS TO THE EQUIPMENT. EQUIPMENT WITH MANUFACTURER MANDATED SERVICE REQUIREMENTS INSTALLED WITHIN CRAWLSPACES MUST BE A MAXIMUM OF 20 FEET FROM AN ACCESS PANEL. 23. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION, OPERATION & MAINTENANCE MANUAL'S RECOMMENDATIONS ESPECIALLY FOR SERVICE CLEARANCES. 24. FILTERS: a. SHALL BE UL RATED AND APPROVED. b. PRESSURE DROPS SHALL NOT EXCEED .10" STATIC PRESSURE. 25. ELECTRICAL CONNECTIONS: a. UNLESS OTHERWISE INDICATED ALL MAGNETIC MOTOR STARTERS, THERMAL OVERLOADS, LOW VOLTAGE THERMOSTATS, CONTROL RELAYS, CONTROL TRANSFORMERS AND SOLENOID VALVES SHALL BY FURNISHED BY THE MECHANICAL CONTRACTOR. b. PROVIDE MOTORS AND EQUIPMENT FOR ONLY THOSE CURRENT CHARACTERISTICS INDICATED ON THE DRAWINGS. c. IT IS THE INTENT OF THIS DIVISION TO REQUIRE A COMPLETE SYSTEM PER THE CONTRACT DOCUMENTS. d. COORDINATE ALL EQUIPMENT REQUIRING ELECTRICAL POWER, REGARDLESS OF VOLTAGE, WITH OTHER TRADES, SO THAT ALL SYSTEMS ARE COMPLETE AND OPERATIONAL. e. ALL THREE PHASE MOTORS SHALL BE PROVIDED WITH PHASE LOSS PROTECTION. I. ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS PROVIDED BY MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. MECHANICAL LEGEND -HWS- HEATING WATER SUPPLY -HWR- HEATING WATER RETURN -CWS- CHILLED WATER SUPPLY -CWR- CHILLED WATER RETURN -SMS- SNOWMELTSUPPLY -SMR- SNOWMELTRETURN -RFS- RADIANT FLOOR SUPPLY -RFR- RADIANT FLOOR RETURN -G- GAS -MPG- MEDIUM PRESSURE NATURAL GAS -O PIPE RISER O PIPE DROP C PIPE TAKEOFF (FROM BOTTOM OF MAIN) 0 PIPE TAKEOFF (FROM TOP OF MAIN) PIP END CAP PIPE CONTINUATION _ PIPE EXPANSION GUIDE PIPE UNION -X PIPE ANCHOR FLEXIBLE PIPE CONNECTION --CC0=F PIPE EXPANSION JOINT e POINT OF NEW CONNECTION PLUG VALVE --VF- CHECK VALVE ---- BALL VALVE BALANCING VALVE FLOW REGULATOR VALVE W BUTTERFLY VALVE PRESSURE REDUCING VALVE '-I 2 -WAY CONTROL VALVE 3-WAY CONTROL VALVE 4-WAY CONTROL VALVE DIFFERENTIAL BYPASS VALVE STRAINER coiNATURAL GAS PRESSURE REGULATOR l, AIR VENT NOTE: ALL SYMBOLS SHOWN ON LEGEND ARE NOT NECESSARILY USED. OA OUTDOOR AIR RA RETURN AIR SA SUPPLY AIR EA EXHAUST AIR FAD RETURN AIR DAMPER SAD SUPPLY AIR DAMPER SG SUPPLY GRILLE RG RETURN GRILLE TG TRANSFER GRILLE SD SUPPLY DIFFUSER RD RETURN DIFFUSER TD TRANSFER DIFFUSER OT THERMOSTAT OS SENSOR (CALL OUT ON DRAWINGS) FIRE/SMOKE DAMPER FIRE DAMPER MOTOR OPERATED DAMPER (MOD) MANUAL BALANCING DAMPER _ CHANGE OF ELEVATION (D) DROP (R) RISE FLEXIBLE DUCT CONNECTION TURNING VANES IN 90° ELBOW ICY DUCT SIZES ARE NET FREE AREA ? ?x ?. 1ST NO. IS DUCT WIDTH. 2ND NO. IS DUCT DEPTH. SECTION THRU ROUND DUCT ID SECTION THRU SUPPLY AIR DUCT SECTION THRU RETURN /EXHAUST AIR DUCT © ROUND DUCT TURN DOWN SUPPLY DUCT TURN DOWN RETURN /EXHAUST DUCT TURN DOWN CFM.S/-� SUPPLY REGISTER/DIFFUSER/LOUVER NECK SIZE J CFM-R/--\ NE RETURN REGISTER/DIFFUSER/LOUVER CKCK SIZE l CFM -O.A.I OUTSIDE AIR REGISTER/DIFFUSER/LOUVER NECK SIZE CFM -E EXHAUST REGISTER/DIFFUSER/LOUVER NECK SIZE -+& CFM DOOR UNDERCUT A (A) SECTION CUT LINE e (B) SHEET SHOWN ON EAGLE COUNTY ROOM 1-- FILE /El- T�-1 -- a A 250 -5 8x6 000 -R EX on„on J'F O O Z 350 -R B 10x8 Fo ROOM O rn F1 GJ rt � 2x48 EX 61 o I SWITCHING & LI GEAR STOR G! 10 "0 -S E ♦ m d o TVP. I ♦ b F T ♦ O♦ 2 III EX 250 -S 2x46 u EDIT 2 c AIR DEVICE SCHEDULE OR EQUIVALENT PRESSURE -TEMP. TAP PRESSURE GAUGE THERMOMETER NOTE: ALL SYMBOLS SHOWN ON LEGEND ARE NOT NECESSARILY USED. OA OUTDOOR AIR RA RETURN AIR SA SUPPLY AIR EA EXHAUST AIR FAD RETURN AIR DAMPER SAD SUPPLY AIR DAMPER SG SUPPLY GRILLE RG RETURN GRILLE TG TRANSFER GRILLE SD SUPPLY DIFFUSER RD RETURN DIFFUSER TD TRANSFER DIFFUSER OT THERMOSTAT OS SENSOR (CALL OUT ON DRAWINGS) FIRE/SMOKE DAMPER FIRE DAMPER MOTOR OPERATED DAMPER (MOD) MANUAL BALANCING DAMPER _ CHANGE OF ELEVATION (D) DROP (R) RISE FLEXIBLE DUCT CONNECTION TURNING VANES IN 90° ELBOW ICY DUCT SIZES ARE NET FREE AREA ? ?x ?. 1ST NO. IS DUCT WIDTH. 2ND NO. IS DUCT DEPTH. SECTION THRU ROUND DUCT ID SECTION THRU SUPPLY AIR DUCT SECTION THRU RETURN /EXHAUST AIR DUCT © ROUND DUCT TURN DOWN SUPPLY DUCT TURN DOWN RETURN /EXHAUST DUCT TURN DOWN CFM.S/-� SUPPLY REGISTER/DIFFUSER/LOUVER NECK SIZE J CFM-R/--\ NE RETURN REGISTER/DIFFUSER/LOUVER CKCK SIZE l CFM -O.A.I OUTSIDE AIR REGISTER/DIFFUSER/LOUVER NECK SIZE CFM -E EXHAUST REGISTER/DIFFUSER/LOUVER NECK SIZE -+& CFM DOOR UNDERCUT A (A) SECTION CUT LINE e (B) SHEET SHOWN ON EAGLE COUNTY ROOM 1-- FILE /El- T�-1 -- a A 250 -5 8x6 000 -R EX on„on J'F O O Z 350 -R B 10x8 Fo ROOM O rn F1 GJ rt � 2x48 EX 61 o I SWITCHING & LI GEAR STOR G! 10 "0 -S E ♦ m d o TVP. I ♦ b F T ♦ O♦ 2 III EX 250 -S 2x46 u EDIT 2 c AIR DEVICE SCHEDULE OR EQUIVALENT 0 m BID CID 0 N MAX U M O UZO UNIT MANUFACTURER$ U MOUNTING FRAME L C -O 0) V L N-n CO 0QN0 U od.. (1) W USE STYLE FINISH SOUND REMARKS TAG MODEL NO. C L LOCATION Q TYPE O m O EL p,,00 REGIS l �O Hey cT,PO OOO s LVL(NC) \N'v ASS /ONAL ENO U) 3/4 "DOUBLE IJI IW PAINT TO MATCH ®O A TITUS -272RL SUPPLY SEE PLAN - D! o 30 STEEL CONSTRUCTION. SEE DRAWINGS FOR LOCATIONS, SIZES, AND SPECIFIED CFMS. LU � W J _j Uw DEFLECTION GRILLE CEILING w O LL U O 1/2"30' SINGLE AEC PROJECT #: PAINTTO MATCH DATE: ISSUE: B TITUS -25RL RETURN SEE PLAN CONSTRUCTION 30 STEEL CONSTRUCTION. SEE DRAWINGS FOR LOCATIONS, SIZES, AND SPECIFIED CFMS. DEFLECTION GRILLE CEILING GENERAL NOTES: 1. ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE. 2. ALL INTERIOR SUPPLY AND RETURN DUCTWORK SHALL INCLUDE V LINER UNLESS OTHERWISE NOTED. ALL OUTSIDE AIR INTAKE AND ROUND DUCTWORK SHALL BE WRAPPED WITH 1.5" THICK INSULATION UNLESS OTHERWISE NOTED. 3. ALL FINAL DUCTWORK CONNECTIONS TO SUPPLY GRILLES (OR PLENUMS) SHALL BE COMPLETED WITH ACOUSTICAL FLEXIBLE DUCT UNLESS OTHERWISE NOTED AND A MAXIMUM LENGTH OF FIVE FEET. 4. ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BE CONICAL TEES. 5. ALL DUCTWORK PASSING THROUGH FIRE -RATED ASSEMBLIES SHALL INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY. SHEET DETAIL NOTES: ODISCONNECT EXISTING DUCT FROM EXISTING LINEAR GRILLE AND MOVE TO NEW SUPPLY GRILLE IN OFFICE. REMOVE UNUSED LINEAR GRILLE AND REPLACE CEILING PANELS AS NECESSARY. O2 COMBINE SUPPLY AND RETURN DUCTS SO UNITS CAN OPERATE INDEPENDENTLY OR SIMULTANEOUSLY THROUGH THE SAME SUPPLY AND RETURN GRILLES. INSTALL BACKDRAFT DAMPERS ON EACH DUCT. O3 CONNECT 10 "0 DUCT TO TOP OF 16x6 DUCT IN DROPPED SOFFIT. 4O INSTALL RETURN GRILLE IN CEILING AND CONNECT DUCT ELBOW WITHOUT TURNING VANE TO CUT DOWN ON SOUND TRANSMISSION FROM RETURN PLENUM. O5 RELOCATE EXISTING COOLING UNITS (MOVINCOOL CM12) FROM CURRENT LOCATION ABOVE EXISTING EQUIPMENT ROOM TO CEILING PLENUM ABOVE CORRIDOR. LOCATION SHOWN IS APPROXIMATE, AND PRECISE LOCATION SHALL BE DETERMINED IN A WAY THAT AVOIDS EXISTING EQUIPMENT, DUCTS, WIRING, AND STRUCTURAL COMPONENTS. SUSPEND UNITS FROM STRUCTURE USING SPRING ISOLATORS, AND PROVIDE ADEQUATE SERVICE ACCESS ACCORDING TO SECTION 306.3 OF THE IMC. CONFIRM INSTALLATION AND PLATFORM REQUIREMENTS PRIOR TO STARTING WORK AND INCLUDE ALL COMPONENTS IN ORIGINAL PRICE. ORELOCATE TEMPERATURE CONTROL DEVICE, AND EXTEND COMMUNICATION WIRES SERVING EQUIPMENT COOLING UNITS (MOVINCOOL CM12) FROM EXISTING LOCATION TO NEW LOCATION. CONNECT TO THE EXISTING TRANE BAS SYSTEM. SEQUENCE OF OPERATION: EQUIPMENT ROOM COOLING UNITS: UNITS SHALL OPERATE IN A LEAD LAG CONFIGURATION. IF SPACE TEMPERATURE REACHES 70 -F (ADJ.), LEAD UNIT OPERATES UNTIL CALL IS SATISFIED. WHEN LEAD UNIT IS OPERATING AND SPACE TEMPERATURE REACHES 75 -F (ADJ.), LAG UNIT SHALL ALSO OPERATE UNTIL CALL IS SATISFIED. THE EXISTING LEAD AND LAG UNITS SHALL BE NOTED DURING REMOVAL AND SWITCHED FOR THE NEW INSTALLATION. CONTROLS SHALL BE CONNECTED TO THE EXISTING TRANE BAS SYSTEM. NORTH 0 m BID CID 0 N y+ ::3 U M O UZO N /n N C U C LQ�O o�Lo E CO mwN co U L C -O 0) V L N-n CO 0QN0 U od.. (1) W f0 Q co C (d =w �,O Jc L) Wyccn F3: U N O r.2 op +� J= o V 0 C L y C 0) Q It Q W O m O EL p,,00 REGIS l �O Hey cT,PO OOO s C, �o- \N'v ASS /ONAL ENO U) `} / z IJI IW O ®O O OUw° () D! o Z LU � W J _j Uw D w O LL U O AEC PROJECT #: 15006 DATE: ISSUE: 02 -25 -15 PROGRESS 03 -26 -15 CONSTRUCTION Drawn By: Checked By: KBW TOC HVAC PLAN SCALE 1/4" = P -0" M1.0 I of I O CGPIPoMT M14 IACNITECNNk ENtl IIG CMUTMTS YIC 50 °m 0 a TYPICAL 8'0" CEILING 1111111 M MAIN CIRCUIT BREAKER & n BRANCH CIRCUIT BREAKERS MAXIMUM MOUNTING HEIGHT IS 79 ", MINIMUM IS 18 ". $00 FINISHED FLOOR TYPICAL DEVICE MOUNTING HEIGHTS NOT TO SCALE NOTES: 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS NOTED OTHERWISE. 2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN TOP OF DOOR TRIM AND CEILING LINE. 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS AND NOTED ON ELECTRICAL FLOOR PLANS SHALL GOVERN OVER THOSE SHOWN ABOVE. 4. FOR CEILING HEIGHTS HIGHER THAN 77, INSTALL FIRE ALARM NOTIFICATION AUDIO AND VISUAL APPLIANCES AT 80 "AFF OTHERWISE INSTALL AT 6" BELOW CEILING. 5. MOUNTING HEIGHTS PER IBC 2009 AND ADA CODES Max Pipe Or Conduit Dian in. (nn> F Rating Hr T Rating Hr 1(25) lore O +,t or 1 (25> 3 or 4 3 or 4 4 (102) 1 or 2 0 6 (152) 3 or 4 0 12 (305) 1 or 2 0 ELECTRICAL LEGEND (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) RECESSED OR SURFACE DOWNUGHT �}{ WALL MOUNTED LIGHT FIXTURE RECESSED FLUOR. LIGHT FIXTURE SURFACE FLUOR. LIGHT FIXTURE FIXTURE DESIGNATIONS: UPPER CASE - FIXTURE TYPE LOWER CASE - SWITCH DESIGNATION ® SHADING ON FIXTURE INDICATES EMERG. BATTERY BACKUP FLUORESCENT STRIP FIXTURE -z--e� TRACK LIGHT AS NOTED OR SCHEDULED 0 WALL WASHER POLE MOUNTED FIXTURE POST (BOLLARD) FIXTURE ® STEP LIGHT ® CEILING OR WALL MOUNTED EXIT LIGHT ` EMERGENCY BATTERY LIGHTS 4�1= DUPLEX RECEPTACLE @ I r UNLESS NOTED DOUBLE DUPLEX RECEPTACLE @ I 1 UNLESS NOTED (] FLUSH FLOOR DUPLEX RECEPTACLE ® SPECIAL OUTLET AS NOTED DUPLEX RECEPTACLE HALF - SWITCHED @19 "UNLESS NOTED td POP -UP RECEPTACLE �� 134� TELE -POWER POLE 4-4 MULTI - OUTLET PLUG STRIP J® JQ (DI JUNCTION BOX IN FLOOR. CEILING OR IN WALL W T COMPUTEWTELEPHONE OUTLET IN FLOOR OR WALL TELEVISION OUTLET TELEPHONE BACKBOARD IN WALL OR ABOVE CEILING CIRCUITHOMERUN - CONDUIT RUN BELOW FLOOR OR GRACE ] CONDUIT STUB-UP - CAP &MARK $ LIGHT SWITCH AT 46' UNLESS NOTED SUBSCRIPTS: 2 =2 -POLE SWITCH 3 =3-WAY SWITCH 4 =4-WAY SWITCH M = MOTION - OPERATED SWITCH K= KEY - OPERATED SWITCH TO = THERMAL OVERLOAD SWITCH P= SWITCH WITH PILOT LIGHT I] DIMMER SWITCH WI WATTAGE El PUSHBUTTON CONTROL STATION PC PHOTOELECTRIC CELL FS TIME SWITCH THERMOSTAT AT 60- UNLESS NOTED eDIVISION 15 EQUIPMENT FOOD SERVICE EQUIPMENT IQ R$ &�� SPEAKER IN CEILING OR WALL V_H^�� VOLUME CONTROL AT BE UNLESS NOTED O�° MICROPHONE OUTLET IN FLOOR BOX OR WALL OC -I CALL-IN SWITCH Q PROGRAM BELL El] INTERCOM Q CLOCK QA AMPLIFIER ABBREVIATIONS AC -ABOVE COUNTER AFF - ABOVE FINISHED FLOOR AEG - ABOVE FINISHED GRADE AHJ - AUTHORITY HAVING JURISDICTION AL - ALUMINUM CU - COPPER EC - ELECTRICAL CONTRACTOR EM - EMERGENCY GC - GENERAL CONTRACTOR GND - GROUND OR - GROUND FAULT INTERRUPTER MC - MECHANICAL CONTRACTOR NIC -NOT IN CONTRACT NIL -NIGHT LIGHT NTS NOT TO SCALE PC - PLUMBING CONTRACTOR REF - REFERENCE UG - UNDERGROUND UNO - UNLESS NOTED OTHERWISE UTP - UNSHIELDED TWISTED PAIR WP - WEATHERPROOF hFMR - TRANSFORMER 18- - MOUNTING HEIGHT TO CENTERLINE OF DEVICE AFF OR AEG FIRE ALARM SYSTEM FACE FIRE ALARM CONTROL PANEL ANN FIRE ALARM ANNUNCIATOR PANEL Q FIRE ALARM PULL STATION E-11 ALARM HORN OR SPEAKER COMBINATION HORWSTROBE OR SPEAKERSTROBE •H THERMAL HEAT DETECTOR •I SMOKEAONIZATION DETECTOR •P PHOTOELECTRIC SMOKE DETECTOR rtrtOHM HEATIPHOTOELECTRIC SMOKE DETECTOR ,ar Lnl DUCT DETECTOR QF SPRINKLER SYSTEM FLOW SWITCH M SPRINKLER SYSTEM TAMPER SWITCH ED' STROBE QD SMOKEIFIRE DAMPER CONNECTION 11 REMOTE INDICATOR LIGHT SECURITY SYSTEM BC CONTACT DOOR SWITCH IN JAMB OR HINGE (EK INTRUSION MOTION DETECTOR AS SPECIFIED, CORRIDORJROOM CORR Q KEY - OPERATED ACCESS SWITCH SURVEILLANCE CAMERA -� DISCONNECT SWITCH FUSES CIRCUITBREAKER CURRENT TRANSFORMER i TRANSFORMER MD N METER MAGNETIC MOTOR STARTER Q DISCONNECT SWITCH Olik PANELBOARD OR LOAD CENTER, FLUSH OR SURFACE MOUNTED SWITCHBOARD, MOTOR CONTROL CENTER OR DISTRIBUTION BOARD QT TRANSFORMER �Ix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eneral Reauirements 1 SCOPE: Furnish all materials and labor required to execute this work as indicated on drawing and as specified, as necessary to complete the contract. Electrical work shall include, but not limited to, these major items: A. Complete wiring system for new lighting and power as shown P 9 Y 9 9 P including new panelboards, new conduits, new wires, new wiring devices, new control devices, etc. for a complete lighting and and power system. a. Complete feeders installation as required for new and /or P O q electrical apparatus as shown on single line diagram and PP 9 9 drawings. b. Complete branch circuit wiring required for the connection of emergency lighting and exit signs to existing emergency stand r9 Y 9 9 9 9 r9 cY by power system. 2. Complete provision, installation and connection of lighting fixtures, exit signs and lamps as specified and as shown on drawings. 3. Fire alarm system will be by electrical contractor. 4. Complete connection of HVAC /Plumbing motor(s), water heater(s), equipment, etc. furnish by mechanical - refer to both electrical and and mechanical drawing for scope and work and additinal infor- mation. 5. Provide grounding and bonding Facilities. 6. Complete all electrical demolition as required. 7. Core drilling and patching of existing building structure required for electrical work. Core drilling shall follow Building Standard procedures and contractor shall have written approvals from building owner prior to start of any work. 8. Test of entire system and work. 9. Operating, Maintenance and identification instructions manuals, if any. 10. PERMITS AND FEES: Obtain and pay for all necessary permits, inspec- tions, examinations and fees or charges necessary for execution and completion of electrical work. 11. REGULATIONS AND CODES: A. Applicable codes: National Electric Code (2008) Conform to the prevailing edition and amendments thereto of the Town of Vail Electrical Code, pertinent NFPA publications and to the requirements of Federal, State or other City agencies having jurisdiction. 12. SHOP DRAWINGS AND SUBMITTAL: A. Contractor shall submit shop drawings for engineer review and approval. B. Shop drawing submittal shall include: 1. Lighting fixtures. 2. Patch panels, fiber optic cable, Cat 6 cable. 3. Wire way and cable tray 13. CONDUITANDWIRE: A. CONDUCTOR SIZES AND TYPES: For sizes #1/0 AWG and larger, use coppper THW or aluminum XHHW. For sizes #1 AWG and smaller, use only copper wire with 600V insulation . es TIN THHN or THIN - stranded in sizes #8 and larger, solid in sizes #1 #10 and smaller. Control wiring shall be #14, stranded. Use a THEN for wires entering or passing through fluorescent YP 9 P 9 9 lighting fixtures. All motors shall be wired with capper conductors only. B. MC cable permitted per local codes. Run hard pipe from panel to local junction box, and run MC cable from junction box to device. 14. ELECTRICAL DEVICES A. Convenience receptacles will be 20 amp, commercial grade DO decora style. Finish per owner or architect. B. Light switches will be 20 amp, commercial grade, O m0Q' in o U decera style. Finish per owner or architect. C. Dimming switches will be a minimum of 600w or as noted. N JQNm r = U otS Provide decem style, finish per owner or architect. D. All mounting heights will conform to ADA guidelines. Typical receptacle (u U N C) DI heights will be +1 SAFE and switch heights will be +46 "AFF C d1 L �Q unless noted otherwise. E. Provide GFI type receptacles at kitchens, bathrooms, garages, exterior etc. as required by code. F. Provide receptacles tamper roof at all residential P P P �POO REGIS 0 Hey P� areas as required by code. 15. SUPPORT A. Support all electrical equipment independent of accessible ceilings as On. FSSIONAT required by NEC. 16. ELECTRICAL BOXES A. At fire rated wall space electrical boxes at opposite sides of the wall U) J no less than 24" horizontal distance. B. When phone, TV & power receptacles are shown on plan next to each other. Locate respective receptacles next to each other on site with no more than 1" separating cover plates. B. Cat 6 Wirina Reauirements A. The cabling for voice and data must be continuous, home run, non - spliced, 500 Mhz or better category 6, 4 pair UTP as applicable. Acceptable manufacturers include: Berk -Tek, Belden, Lucent or equivalent. B. Data cable will be colored blue. Voice cable will be colored white. C. The terminations at the station locations must be Category 6, T568B (AT &T) modular RJ -45, 8 pin, 8 conductor, Hubbell, Leviton, or lucent or equivalent jacks, match faceplates to power, color coded for voice and data, match to cable. Outlets will be securely held in place. D. Wall mounted patch panels will be provided. E. All Cables will be labeled with self - laminating labels at each cable end, at each patch panel location, and each wall /floor faceplate that has wiring installed. Coordinate numbering scheme with owner. F. Provide plenum rated Cable when required by article NEC 300 -22. G. All cable above the ceiling must be tied and properly supported with independent hangers. Cable "draped" across ceiling tiles is unacceptable. In the case of "hard" drywall ceilings, adequate support shall be accomplished where reasonably possible. H. Route Cables so as not to exceed 90 meters in length. Bidder will identify any cable runs exceeding 90 meters and provide solution to meet the 90 meter requirement. I. All wiring shall be protected from moving mechanical or physical contacts. Cabling shall be free from tension at both ends, as well as through out the length of the run. Splices and bridge taps with cabling are strictly prohibited. Wiring is to be run in cable tray and conduit where specified. J. All connections of twisted wiring shall be made in such a way as to minimize the extent in which each twisted pair is unraveled at the point of its physical termination. No more than .5 inches of exposed untwisted pairs shall be present at these locations. K. Cable bends shall be no less than eight times the cable diameter or 1.00 ". Cables are to be kept a minimum of 6" from power lines electric motors P P fluorescent fixtures or heat eneratin devices. 9 9 L. All cable hangers shall be no more than 48" apart. Contractor shall be familiar and install in accordance with all applicable codes and standards, including NEC, EIAITIA 568,569 and 606, and federal, state and local codes. Care must be taken to ensure cables are not kinked, bent beyond limit, overloaded, over - cinched, crushed, improperly untwisted, etc. M. No exposed wiring will be accepted unless approved in writing by the engineer. Cabling shall be in the wall, above the ceiling or where exposed, enclosed within cable trays, raceways or conduit, as specified. N. All cabling shall be bundled and property secured and terminated. O. The warranty set forth for this system shall consist of a full three (3) years from the date of project completion. The contractor warrants the system to be free of defects of workmanship or products and will inspect and repair the system Burin this warranty period at no additional cost to the owner. The Y 9 YP warranty period shall begin at the point of system acceptance or beneficial use, whichever comes later. C. Fire Life Safety Scope of Work & General Conditions 1. SUPPLY & INSTALL NEW EQUIPMENT AND MODIFICATIONS TO EXISTING FIRE ALARM SYSTEM TO PROVIDE A COMPLETE FIRE ALARM SYSTEM TO MEET LOCAL CODES. ALL NEW FIRE ALARM EQUIPMENT, DEVICES, WIRING, ETC. REQUIRED AND WHICH ARE INSTALLED FOR THE FACILITY SHALL MEET LATEST EDITION OF THE NFPA FIRE LIFE SAFETY CODES AND SHALL MEET ALL CITY AND STATE FIRE MARSHALL REQUIREMENTS. 2. THE FIRE ALARM SYSTEM SCOPE OF WORK SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO THE FOLLOWING: A. PROVIDE ALL COSTS FOR LABOR, DESIGN, ENGINEERING, CALCULATIONS, SHOP DRAWING, ETC. INCLUDING SUBMISSION OF FINAL FIRE ALARM LIFE SAFETY DRAWING TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL. B. PROVIDE ALL COSTS FOR LABOR, MATERIAL, INSTALLATION, CONNECTION AND EXECUTION OF FIRE LIFE SAFETY ALARM EQUIPMENT, DEVICES, CONDUIT/WIRING SYSTEM, ETC. AS REQUIRED DUE TO THE CONSTRUCTION OF THIS FACILITY. THE NEW FIRE LIFE SAFETY EQUIPMENT REQUIRED FOR THIS CONTRACT SHALL BE BY THE SAME MANUFACTURER. ALL FIRE LIFE SAFETY SYSTEM COMPONENT, EQUIPMENT, DEVICES, ETC. LESS WIRING PROVIDED IN THIS CONTRACT SHALL BE COMPATIBLE FOR SAID ALARM EQUIPMENT USED AT THE SITE, AND BE BOTH CFM AND U.L. LISTED FOR SAME. 1 ACCEPTABLE FIRE ALARM SYSTEM MANUFACTURERS ARE SIMPLEX, NOTIFIER, SILENT KNIGHT & FIRELITE. FIRE ALARM SYSTEMS MUST HAVE PARTS AND SERVICE AVAILABLE WITHIN 24 HOURS. 4. CONTRACTOR SHALL SUBMIT UNIT PRICES ON F.A. EQUIPMENT AND DEVICES IN THEIR BID. 5. PRIOR TO BID, CONTRACTOR SHALL VERIFY NEW FIRE LIFE SAFETY INSTALLATION AND INCLUDE ALL LABOR AND MATERIAL REQUIRED FOR A COMPLETE AND OPERABLE LIFE SAFETY AND SMOKE CONTROL SYSTEM(S). 6. DRAWINGS HAVE BEEN DEVELOPED FOR BIDDING AND PRICING PURPOSES AND ARE DIAGRAMMATIC ONLY. THE CONTRACTOR SHALL WALK THROUGH WITH THE AUTHORITY HAVING JURISDICTION TO DETERMINE FINAL FIRE ALARM DEVICE LOCATIONS & QUANTITIES PRIOR TO FINAL ROUGHIN. 7. WHEN PERMITTED BY THE AUTHORITY HAVING JURISDICTION, COORDINATE WITH PAINTER TO FINISH THE CEILING MOUNTED SMOKE DETECTORS TO MATCH RESPECTIVE CEILINGS. REFER TO MANUFACTURER'S INSTRUCTIONS REGARDING ADDITIONAL FINISHES TO THE SPECIFIC PRODUCT. 8. PROVIDE PLENUM RATED CABLE WHEN REQUIRED BY ARTICLE NEC 300 -22. GENERAL NOTES ALL SHEETS THE ELECTRICAL CONTRACTOR WILL PROVIDE A WALK THROUGH WITH THE OWNER/ARCHITECT PRIOR TO FINAL ROUGHIN AS FOLLOWS: • CONFIRM ALL LOCATIONS FOR LIGHT SWITCHES; ADD THREE WAYS IF FOUND NECESSARY. • REVIEW RECEPTACLE LOCATIONS; MOVE AS REQUIRED. PROVIDE UNIT PRICING IF ADDITIONAL RECEPTACLES ARE REQUIRED. • REVIEW RECEPTACLE LOCATIONS AT COUNTERS AND CONFIRM IF THOSE RECEPTACLES SHOULD BE ABOVE COUNTER OR BELOW. MOVE AS REQUIRED. IN GENERAL CONFIRM POWER AND LIGHTING REQUIREMENTS. THE ELECTRICIAN SHOULD BE PREPARED TO REWORK SOME DEVICE LOCATIONS, SIGNIFICANT REWORK SHOULD BE FLAGGED AND UNIT PRICING PROVIDED AND WRITTEN AUTHORIZATION FOR ADDITIONAL COSTS APPROVED PRIOR TO PROCEEDING. ROUTE FIBER AT CEILING PARALLEL OR ROUTE WIRE AT CEILING PARALLEL OR PERPENDICULAR TO STRUCTURE. SECURE PERPENDICULAR TO STRUCTURE. SECURE TO STRUCTURE AT 4' INTERVALS OR LESS. TO STRUCTURE AT 4' INTERVALS OR LESS. TERMINATE, LABEL 6 PAIR 50/12 AND TEST MULTI -MODE FIBER, ACCESSI BLE TERMINATE & LABEL STUB S CEILTO ABOVE (4) CAT 6 ENCASED IN AT BOTH ENDS AND NG SMURFTUBE TEST TERMINATE THE (4) CAT 6 PER DIRECTION FROM EAGLE COUNTY IT PROVIDE 2X FIBERDYNE PATCH CARD FOR EXISTING FIBERDYNE PATCH PANEL IN SERVER ROOM AT IT ROOM. FIBER TERMINATION AT IT PROVIDE 1 X12 PORT PATCH INSTALL EAGLE COUNTY ASSEMBLY 1 OR 2 U WITH 900 UM PROVIDED CAT 6 PATCH PANEL PIGTAIL AT COMM EQUIPMENT AT SERVER IN COMM EQ ROOM ROOM. TELEPHONE & FIBER ONE - LINE DIAGRAM NO SCALE (2 #CAT 6 BLUE) 314 "C' PLENUM RATED WIRE WHEN REQUIRED (2) RJ -451N SINGLE GANG BOX AT 18" AFF UNO TELEPHONE/ COMPUTER ROUGHIN 0 N DO O (0 N N U_ M O :3 SOU ) u N 0 O m0Q' in o U a) Lo E .- CD U m?3NOO U Id Qi mU _O > N JQNm r = U otS _ U s ad .. N f0 �W TO W � -J dtm LLI _. ,VJ, (u U N C) DI �_ s0� C d1 L �Q 00 x Q X O M O (L �POO REGIS 0 Hey P� Oro O O Ip CI On. FSSIONAT �O U) J Z LIJ �OC) o Z po 5 O O U wo UZ0�u J � wJ Q LL W W O LL U O AEC PROJECT #: 15006 DATE: ISSUE: 02 -25 -15 PROGRESS 03 -26 -15 CONSTRUCTION 01 -27 -16 IT REVIEW & INPUT Drawn By: Checketl By: SOH AEC ELECTRICAL LEGEND, SPECS, & DETAILS SCALE: NONE E 1.0 1 of 2 PANEL UPS PROJECT: EAGLE COUNTY COMM PROJECT #:15006 MOUNTING: SURFACE TYPE: EXISTING EXISTING AT DATA DEPARTMENT ENGINEER. SOH VOLTAGE. 120208V, 3P, 4W MAINS'. 200A MILO AIC: 10K PHASE PHASE >OU (n V U) N O U rno �a¢04 PHASE 0 W - W O PHASE A B C DESCRIPTION P A B C BKR BKR P CIR CIR P BKR A B C DESCRIPTION O (L �P00 RECrq �0 Hey P,F OO O O RECEPTACLES 1200 On FSSIQNAL 20 1 1 2 1 20 SPARE �ppo 0 VAV EB1,4,5,6 CIRCUIT WRI TERS 60 3 1 2 3 60 5776 20 1000 POWERBUSB VAV E62,3,7,8 SPARE 0 0 20 1 5 3 4 20 AEC PROJECT #: 5776 DEV COUNTER WEST RECEPTACLES " 02 -25 -15 PROGRESS 20 1 0 8 1 20 5 6 DEV COUNTER EAST RECEPTACLES 5776 " UNIDENTIFIED 9 0 1 20 AEC 20 1 7 8 3 60 5776 20 1 11 POWER BUS A IDF 3 -9-INT 20 1500 1200 HAND DRYER 20 1 9 10 20 1 13 5776 1 20 " IDF 1- 2- GARDEN VAV EC 1,2 RECEPTACLES 1500 1200 20 1 11 12 16 1 20 5776 " OF 3 -7 -ADM 1500 1200 20 1 20 1 13 14 1 20 100 VAV EC 5,6 RECEPTACLES 1200 TRANE A/C CONTROLS OF 24 -ATTY 20 1 1500 1 1 20 1 15 16 1 20 1500 1 20 UNIDENTIFIED IDF2 -5 -ASR 22 1 20 1500 1200 30 1 17 18 1200 20 1 0 24 SPACE IDF 2E -FN 20 1500 1000 VAV EC 7 -11 20 1 19 20 20 1 0 26 3 SPACE IDF3 -8 -CDV 1500 RECEPTACLES 20 1 21 22 27 28 0 4187 SPACE OF 1 -1 -MAP RECEPTACLES 1500 20 20 1 23 24 4187 0 RECEPTACLES SPACE OF 1 -3 -FM 1500 1 31 32 20 1 25 26 SPARE 0 1200 SPACE IDF 2 -11 -HHS -2 33 34 1500 50 30 1 27 28 1200 0 1 35 SPACE IDF 3 -12 -HHS -3 1500 4813 30 1 29 30 20 1 37 0 SPACE OF 1 -10 -HHS -1 4813 1500 " WATER COOLER 30 1 31 32 139 0 1 20 SPACE ECOTVW HAND DRYER UNIDENTIFIED 1500 0 20 1 33 34 1 120 1 0 11200 1 HAND DRYER SPACE ECO TV E 1500 20 1 35 36 LOAD CALCULATION SUMMARY USE EXISTING SPARES AT CIRCUIT #5,6& 32 FOR NEW CIRCUITS CALCULATED POWER FACTOR: 0.98 CONNECTED LOAD CONNECTED AMPS DEMANDLOAD DEMANDAMPS UGHTING/CONTINUOUS 14440 40 18050 50 RECEPTACLES 41760 116 25880 72 MECHANICAL 9000 29 9500 31 KITCHEN 0 0 0 0 TOTAL 2ERC 0 PANEL TING UNDER EC SEATING SUB EXISTING PROJECT: EAGLE COUNTY COMM ENGINEER: SOH PROJECT #: 15006 VOLTAGE: 120113P, 4W MOUNTING: SURFACE MAINS: 60A MLO TYPE: EXISTING AIC: 10K SPACE ECO TV SWITCHING PHASE 1680 20 1 37 38 I PHASE 0 DESCRIPTION A B SPACE ECO TV SWITCHING P CIR 1080 P BKR 20 1 39 40 0 SPACE EC ROOM BACK ROOM REC 1 1180 120 11 141 142 1 20 1 1 10 1 SPACE 1000 BLDG BENCH OUTLETS WEST& HC OUTLETS 1200 20 1 3 4 1 20 1000 LOAD CALCULATION SUMMARY CALCULATED POWER FACTOR: 1.00 CONNECTED LOAD LIGHTING/CONTINUOUS 0 RECEPTACLES 59596 MECHANICAL KITCHEN - 0 TOTAL 59590 CONNECTEDAMPS 0 165 0 0 165 DEMANDLOAD DEMANDAMPS 0 0 34798 96 0 0 0 0 34798 96 PANEL ERC EXISTING AT ELECTRICAL ROOM PROJECT. EAGLE COUNTY COMM ENGINEER', SOH PROJECT #: 15006 VOLTAGE: 120/13P, 4W MOUNTING: SURFACE MAINS: 225A MCB TYPE: EXISTING AIC: 10K 0 N PHASE (n N 03 U W O >OU (n V U) N O U rno �a¢04 PHASE 0 W - W O DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION m � L C 00 �Q Q 00 x X O m O (L �P00 RECrq �0 Hey P,F OO O O RECEPTACLES 1200 On FSSIQNAL 20 1 1 2 1 20 1000 �ppo VAV EB1,4,5,6 CIRCUIT WRI TERS 1200 Q 20 1 3 4 1 20 1000 wJ VAV E62,3,7,8 SPARE 0 20 1 5 6 1 20 AEC PROJECT #: 1200 DEV COUNTER WEST RECEPTACLES 1200 02 -25 -15 PROGRESS 20 1 7 8 1 20 1200 DEV COUNTER EAST RECEPTACLES 1200 20 1 9 10 1 20 AEC 1200 HAND DRYER RECEPTACLES SYSTEMS & LIGHTING 1200 20 1 11 12 1 20 1200 HAND DRYER RECEPTACLES 1200 20 1 13 14 1 20 1000 VAV EC 1,2 RECEPTACLES 1200 20 1 15 16 1 20 1000 VAV EC 3,4 RECEPTACLES 1200 20 1 17 118 1 20 1 1 1000 VAV EC 5,6 RECEPTACLES 1200 20 1 19 20 1 20 1000 VAV EC 12 RECEPTACLES 1200 20 1 21 22 1 20 1200 CROSS RECEPTACLES 1200 20 1 123 24 1 20 1000 VAV EC 7 -11 RECEPTACLES 1200 20 1 25 26 3 60 4187 SUB PANEL ECR RECEPTACLES 1200 20 1 27 28 4187 RECEPTACLES 1200 20 1 29 30 4187 " RECEPTACLES 1200 20 1 31 32 1 20 0 SPARE RECEPTACLES 1200 20 1 33 34 3 50 4813 DIMMER EC ROOM RECEPTACLES 1200 20 1 35 36 4813 " FRONT COUNTER WEST 1200 20 1 37 38 4813 " WATER COOLER 1200 20 139 140 1 20 1200 HAND DRYER UNIDENTIFIED 0 20 1 41 42 1 120 1 1 11200 1 HAND DRYER LOAD CALCULATION SUMMARY USE EXISTING SPARES AT CIRCUIT #5,6& 32 FOR NEW CIRCUITS CALCULATED POWER FACTOR: 0.98 CONNECTED LOAD CONNECTED AMPS DEMANDLOAD DEMANDAMPS UGHTING/CONTINUOUS 14440 40 18050 50 RECEPTACLES 41760 116 25880 72 MECHANICAL 9000 29 9500 31 KITCHEN 0 0 0 0 TOTAL 2ERC PANEL TING UNDER EC SEATING SUB EXISTING PROJECT: EAGLE COUNTY COMM ENGINEER: SOH PROJECT #: 15006 VOLTAGE: 120113P, 4W MOUNTING: SURFACE MAINS: 60A MLO TYPE: EXISTING AIC: 10K PHASE I PHASE DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION HOLYCROSSLGTS 1200 20 1 1 2 1 20 1000 BLDG BENCH OUTLETS WEST& HC OUTLETS 1200 20 1 3 4 1 20 1000 HOLY CROSS LISTS HALL N & COLUMN OUTLETS 360 20 1 5 6 1 20 180 EM LIGHTS LGTS UNDER SEATING 1200 20 1 7 8 1 20 1200 EC ROOM TV PROJECTOR 1200 20 1 9 10 1 20 1200 OFFICE OUTLETS PRESENTATIONS TABLE 1200 20 1 11 12 1 20 360 COMM OFFICE EDIT RED (2) SPACE 0 13 14 1 20 180 COMM HALL REG(1) SPACE 0 15 16 1 20 1080 COMM SWITCHING RED (6) SPACE 0 117 118 1 0 ISPACE SPACE 0 19 120 1 0 SPACE SPACE 0 21 22 0 SPACE SPACE 0 23 24 0 SPACE 0 25 26 0 0 27 28 0 0 29 30 0 0 31 32 0 0 33 34 0 0 1 35 38 1 0 0 37 38 0 0 1 1 39 40 0 0 41 42 0 LOAD CALCULATION SUMMARY USE EXISTING SPARES AT CIRCUIT #5, 6 & 32 FOR NEW CIRCUITS CALCULATED POWER FACTOR: 0,97 CONNECTED LOAD CONNECTED AMPS DEMANDLOAD DEMANDAMPS UGHTNG/CONTNUOUS 0 0 0 0 RECEPTACLES 10560 29 10280 28 MECHANICAL 2000 7 2250 7 KITCHEN 0 0 0 0 TOTAL 12560 36 12530 36 DROP FITTINGS ONLY AT THIS END. WIRES WILL BE ROUTED IN FREE AIR DOWN TO EQUIPMENT RACKS. PROVIDE A TRANSITION FROM ABOVE CEILING TO BELOW CEILING AT COMM EQUIPMENT ROOM. CUT AND BEND TRANSITION PER MANUFACTURERS RECOMMENDATIONS. STRAIGHT CABLE TRAY SECTIONS WILL BE — B- LINE FLEXTRAY 4" DEEP X 8"WIDTH. FINISH WILL BE "EG" ELECTROPLATED ZINC. PROVIDE SUPPORT SPANS EVERY V AND AT EACH END. PROVIDE 4" DEEP X 6" METAL HINGED WIREWAY FROM ABOVE CEILING AT CABLE TRAY TO 24 "AFF SET IN THE WALL WITH COVER AT WALL SURFACE -- FIXTURE TYPE B USLED #DH1- 2- 1- 50 -1 -2 B o WITH #PUJ -UNV2- 1050 -2 DIMMING DRIVER B B SURFACE MOUNTED LED B D D L D D A A qE) A 9 A 0 0 0 REUSE EXISTING LIGHTING CIRCUITS, NO EMERGENCY POWER FOR LIGHTING REQUIRED A ®(E) DIE) D A f FIXTURE TYPE A USLED #GTR2- 22 -50 -0 -PUB WITH MARK 7 DIMMING RECESSED LED TROFFER UPS -41 ` (PULLWIRE)2 "C ERC SUB HOMERUN TO COMM (E) EQUIPMENTROOM IF LWIRE)1-1/2"C IF J HOMERUN TO COMM EQ ROOM 6 "1 JBOX SET AT ADMIN HALLWAY. LOCATE PER EAGLE COUNTY DIRECTION, ERC OP ERC SUB -14 �J® +72 "AFF RELOCATED COOLING UNITS 1 EM FOR EQUIPMENT ROOM. II EXTEND EXISTING CIRCUITS Rxa-5 TO NEW LOCATIONS. V��1KII,� EM SEE CABLE TRAY DETAIL THIS SHEET — ALL HOMERUNS WILL HAVE DEDICATED NEUTRALS AND GROUNDS. PLUGMOLD WITH NUMBER OF SINGLE FLEX RECEPTACLES INDICATED "PM-12" WOULD BE 12 SINGLE PLEX RECEPTACLES. LENGTH AS SHOWN 4" SQUARE JUNCTION BOXES CONNECTED BY 1" CONDUIT. LOCATE ONE J BOX AT 24" AFF LOCATE SECOND J BOX AT 90" CONTRACTOR TO REVIEW THE NECESSITY OF SHUTTING DOWN UPS PANEL TO ADD CIRCUITS TO THE UPS PANEL. NOTIFY EAGLE COUNTY AT START OF THE PROJECT WHETHER UPS PANEL SHUT DOWN WILL BE REQUIRED OR NOT. CABLE TRAY BELOW CEILING AT EQUIPMENT ROOM CABLE TRAY ABOVE CEILING AT SWITCHING PROVIDE DROP OUT FITTINGS "DROP OUT" AT EITHER END. CABLE TRAY DETAIL SCALE 1/4"=T -0" COORDINATE NEW DEVICES WITH EAGLE COUNTY FIRE ALARM CONTRACTOR EXTEND G CIRCUIT IF7 P 24" deep floor to r lI "I T � ceilln9 shelving UPS -35 EXTEND EXISTING CIRCUIT HO ERUN 0F 'E TO IT SERV R(Ip (E) AT IT ROOM. (� AC /1AC PM -12 M-12 0 REWORK THREE PHONE /DATA RECEPTACLES TO HOMERUN TO COMM SERVER �_geop floor ERC SUB -16 POWER AND SYSTEMS PLAN SCALE: 1/4"= 1'0" RELOCATE EXISTING RECEPTACLE AND PHONE TO NEW WALL. NORTH 0 N (n N 03 U W O >OU (n V U) N O U rno �a¢04 0 W - W O IFC4 CO U C a) , <c' U 06, "� O m O (O C f0 C-) T O W N W 2 N Lm Wwcn H a + U 0) O CD a) m � L C 00 �Q Q 00 x X O m O (L �P00 RECrq �0 Hey P,F OO O O S CI On FSSIQNAL �O U) J Z W �ppo O Q LL p o UU�o Z J � wJ LL W W O LL U 0 AEC PROJECT #: 15006 DATE: ISSUE: 02 -25 -15 PROGRESS 03 -26 -15 CONSTRUCTION 01 -27 -16 IT REVIEW & INPUT Drawn By: Checketl By: SOH AEC POWER, SYSTEMS & LIGHTING PLANS SCALE 1/4" = P -0" E2.0 2 of 2 EAGLE COUNTY IT OFFICE REMODEL 500 BROADWAY, EAGLE , CO 81631 GENERAL NOTES 1. ALL WORK SHALL BE EXEGUTED IN CONFORMANCE WITH THE 2012 INTERNATIONAL BUILDING CODE AND WITH ALL OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF BUILDING. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY CONFLICTS BETWEEN THE REQUIREMENTS OF THE BUILDING CODE AND THE DRAWINGS. 2. ALL WORK SHALL BE PERFORMED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE APPROPRIATE TRADES. B. ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. DIMENSIONS NOTED WITH 'N.T.9.41 DENOTE NOT TO SCALE. 4. CONTRACTOR 15 HEREBY NOTIFIED ASSUMPTIONS HAVE BEEN MADE ABOUT THE CONSTRUCTION METHODS, SYSTEMS AND MATERIALS ORIGINALLY USED IN THE BUILDING. THE CONTRACTOR, IN THE COURSE OF PERFORMING INVASIVE TESTING DURING CONSTRUCTION, SHALL VERIFY THE ACCURACY OF THE ASSUMPTIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 5. CONTRACTOR SHALL VERIFY THE DIMENSIONS AND CONDITIONS OF ALL AFFECTED AEAS OF EXISTING STRUCTURE/SITE AND SHALL REPORT TO THE ARCHITECT, IN WRITING, ANY DISCREPANCIES BETWEEN ACTUAL EXISTING CONDITIONS AND THE DRAWINGS. S. CONTRACTOR SHALL TAKE REASONABLE MEASURES TO LOCATE AND MARK ALL UTILITIES IN AREAS OF WORK PRIOR TO COMMENCING DEMOLITION WORK. 7. ARCHITECT 15. NOT RESPONSIBLE IN ANY WAY FOR THE MEANS, METHODS, SEQUENCE, PROCEDURES, TECHNIQUES OR SCHEDULING OF CONSTRUCTION OR FOR JOB SAFETY. THESE DUTIES ARE THE RESPONSIBILITY OF THE CONTRACTOR S. ALL BUILDING COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 9. CONTRACTOR SHALL INSTRUCT EACH OF THE SUBCONTRACTORS TO BECOME THOROUGHLY FAMILIAR WITH ALL OF THE DRAWINGS. WHEREVER EXISTING CONDITIONS MAY HAVE A BEARING ON THE EXPEDITIOUS PERFORMANCE, AND COST, OF THE WORK, THE SUBCONTRACTOR SHALL VISIT THE JOB SITE AND PERSONALLY INSPECT AND VERIFY THIRSTS FOR COMPARISON WITH THE DRAWINGS. VICINITY MAP O c> is s a. ti F r i 1i E 2r2.1 r - �` P F..r, 1. r. Hnativ _ o Eiem�n, Wp,tl 61 rj Fa^/Ilmp E 3 SC E3M 51 „ Q W�In 61� EEO bI E1ll,61 �a P W51M1 I w aI fil 1, 1 Lj-p €SM161 wm,n c sm s, ° a_nEr-cs1e��, 517E An.e eml ,•• 'r f13•l�r��if- r.�1.-� EAGLE COUNTY GOVERNMENT C/O PROJECT MANAGEMENT DEPARTMENT P.O. BOX 830 EAGLE, CO 81631 -0850 Tel. 970 326 -8861 Fax 970 328 -8782 E -mall: mn.slebertVeoglecauny.us CONTACT: MR. RON SIEBERT ARCHITECT: MENENDEZ ARCHITECTS, P.C. 715 W.MAIN ST., SUITE 104 ASPEN, GO 81611 Tel. 970 544 -4651 Fax 970 54 -IMS E -mall: LAM@MenendezArchlteal CONTACT: LUIS MENENDEZ MECHANICAL/ELECTRICAL ENGINEER ARCHITECTURAL ENGINEERING CONSULTANTS 40801 US HIGHWAY 6 $ 24, SUITE 214 AVON, CO 81620 P.O. 80X.8489 AVON, CO 81620 Tel. 970 748 -8520 F=9`70748-8521 CONTACT FOR ELECTRICAL MR. CHUCK LANGSTON E-mail: chuckLmaec- vallcam CONTACT FOR MECHANICAL MR. DAVID GENIC E -mail: davld @aec- vc1I.wm PROJECT DESCRIPTION TENANT IMPROVEMENT WORK: RECONFIGURE PART OF EXISTING SECOND FLOOR OFFICE SPACE IN AN EX157ING 2 -STORY OVER BASEMENT MIXED -USE BUILDING. NO ADDITIONAL FLOOR AREA OR CHANGE IN USE ARE PROPOSED. EXISTING BUILDING INFORMATION (PER ORIGINAL PLANS DATED 0610111992) NUMBER OF STORIES = 2 STORIES OVER BASEMENT (GARDEN LEVEL) OCCUPANCY: B -2 WITH A-3 EAGLE COUNTY ROOM (COMMISSIONERS HEARING ROOM) CONSTRUCTION TYPE: TYPE III ONE -HOUR. FIRESPRINKLERS WAIVE ONE -HOUR REQUIREMENTS EXCEPT FOR SHAFT ENCLOSURES, CORRIDORS, STAIR ENCLOSURES, EXIT PASSAGEWAYS. BUILDING IS FIRE SPRINKLERED; MODIFY SYSTEM IN SUBJECT SPACES, PER CODE REQUIREMENTS, FOR NEW LAYOUT. BUILDING CODES 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 INTFPNA71ONAL PLUMBING CODE 2012 NATIONAL ELECTRICAL CODE 2012 INTERNATIONAL ENERGY CODE 2012 INTERNATIONAL FUEL GA5 CODE TOWN OF EAGLE TITLE 13 EAGLE MUNICIPAL - BUILDING $ CONSTRUCTION CODE AMENDMENTS KEY PLAN y'l u u G G =71-2 - - - - - - LEGEND, SPECS $ SCHEDULES MP2.0 HVAC $ PLUMBING PLAN E1.0 ELECTRICAL LEGEND, SPECS $ Projett DETAILS E2.0 DEMO POWER $ SYSTEMS PLAN E2.1 POWER $ SYSTEMS PLAN i LIGHTING PLAN Print Date: c ti � ii Sheet number: n sP s1 . 11 P _ ::EAGLE COUNTY _1F1_- - " '06VERNMENT CENTER ° oolYloo�, - I U_- -- ul KEY PLAN y'l u u G G =71-2 - - - - - - LEGEND, SPECS $ SCHEDULES MP2.0 HVAC $ PLUMBING PLAN E1.0 ELECTRICAL LEGEND, SPECS $ Projett DETAILS E2.0 DEMO POWER $ SYSTEMS PLAN E2.1 POWER $ SYSTEMS PLAN i LIGHTING PLAN Print Date: c ti � ii Sheet number: n sP s1 . 11 P _ ::EAGLE COUNTY _1F1_- - " '06VERNMENT CENTER ° oolYloo�, 1, r.� MENENDEZ ARCHITECTS PC. voice : 970.544.4851 email: LAM @MenendezArchitech.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 INDEX TO DRAWINGS A -1 TITLE SHEET A -2 EXISTING /DEMOLITION FLOOR PLAN A -3 PROPOSED FLOOR PLAN A-4 EXISTING /DEMOLITION RC PLAN A -5 PROPOSED RC PLAN A -6 INTERIOR ELEVATIONS A -7 DETAILS A -8 SCHEDULES MPI.O LEGEND, SPECS $ SCHEDULES MP2.0 HVAC $ PLUMBING PLAN E1.0 ELECTRICAL LEGEND, SPECS $ Projett DETAILS E2.0 DEMO POWER $ SYSTEMS PLAN E2.1 POWER $ SYSTEMS PLAN E3.0 LIGHTING PLAN Issue: Date: Revision: Date: PRICING SET 06-1415 PERMIT 03 -2t46 Projett EAGLE COUNTY IT OFFICE REMODEL Sheet title: TITLE SHEET Drawn By: LM $ MT Print Date: 3/21/16 Sheet number: @ 2075 Menendez Architects P.C. Ar l 10 - F F3 G H F F3 G H EXISTING /DEMOLITION FLOOR PLAN SCALE. 1/4" -1' -0" 10 O &/A MENENDEZ ARCHITECTS PC. voice: 970.544.4851 email: LAM @MenendezArchitech.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 DEMOLITION NOTES 1 PARTITIONS, COMPONENTS, BUILDING EQUIPMENT AND FIXTURES DESIGNATED FOR REMOVAL ARE SHOWN DASHED. 2 CONFORM TO ALL APPLICABLE CODES RELATING TO DEMOLITION AND HAZARDOUS MATERIALS. 3 COMPLY WITH STATE REGULATONS REGARDING ASBESTOS TESTING AND ABATEMENT WORK. TESTING SHALL BE PERFORMED BY OWNER. 4 ERECT AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. 5 ERECT AND MAINTAIN TEMPORARY PARTITIONS TO PREVENT SPREAD OF DUST. 6 PREVENT MOVEMENT OF STRUCTURE. PROVIDE BRACING AND SHORING AND DESIGN OF SAME BY QUALIFIED PROFESSIONAL 7 PROTECT EXISTING STRUCTURE, FINISHES, EQUIPMENT, ETC. WHICH ARE NOT TO BE DEMOLISHED. & DEMOLISH AND REMOVE COMPONENTS IN AN ORDERLY AND CAREFUL MANNER. 9 DISCONNECT AND CAP /ABANDON UTILITIES AS NECESSARY. 10 REMOVE DEMOLISHED MATERIALS FROM SITE AS WORK PROGRESSES AND DISPOSE IN AN APPROVED. AND LEGAL MANNER 11 LEAVE AREAS OF WORK IN CLEAN CONDITION. 12 MAINTAIN EGRESS AND ACCESS AT ALL TIMES. 13 FURNITURE IN AREAS OF WORK SHALL BE REMOVED BY OWNER 14 CAREFULLY REMOVE, PROTECT AND STORE ON SITE ALL ITEMS DESIGNATED TO BE SALVAGED AND REUSED. 15 CAREFULLY REMOVE AND SALVAGE, FOR RE -USE, ALL EXISTING WOOD BASEBOARD AND DOOR CASING IF MORE COST EFFECTIVE THAN MILLING NEW MATERAL. 16 SALVAGE ALL DOORS NOT SCHEDULED FOR REUSE FOR OWNER'S USE ELSEWHERE. KEYNOTES i REMOVE EXISITING DOOR AND FRAME AND REINSTALL IN NEW LOCATION AS INDICATED ON DOOR SCHEDULE. TYPICAL OF DOORS SHOWN DASHED- :2 REMOVE INTERIOR WINDOW AND FRAME AND SALVAGE FOR FUTURE USE BY OWNER 3 REMOVE CARPET IN ENTIRE OFFICE SPACE FOR REPLACEMENT. 4 DASHED LINE INDICATES CHANGE IN CEILING PLANE TO REMAIN. 5 REMOVE EXISTING TILE FLOORING FOR REPLACEMENT. 6 REMOVE ALL BATHROOM FIXTURES, FITTINGS, COUNTERTOP, ACCESSORIES, TLE, ETC. CONFIRM WITH OWNER IF ANY ITEMS ARE TO BE SALVAGED FOR REUSE, BY OWNER, ELSEWHERE. 7 EXISTING FLOOR DRAIN TO REMAIN. 8 EXISTING INTEROR PARTITIONS DO NOT APPEAR TO BREAK THROUGH CEILING PLANE. KEEP AND PATCH SUSPENDED ACOUSTICAL BOARD AND GRID CEILING AND SUSPENDED DRYWALL CEILING, TYPICAL 9 PROTECT REFRIGERATOR AND WATER COOLER FOR RE -USE 10 REMOVE EXISTING CABINET AND COUNTERTOP. Issue., Date: Revision: Date: PRICING SET 06114115 PERMIT 03/21/16 Projett EAGLE COUNTY IT OFFICE REMODEL Sheet title., EXISTING /DEMOLITION FLOOR PLAN Drawn By., LM $ MT Print Date: 3/21/16 Sheet number: 0 2016 Menendez Architects P.C. A -Z 10 - F F3 G H F F3 G H PROPOSED FLOOR PLAN 'SCALE = 1' -O" 70 O &/A MENENDEZ ARCHITECTS P.c. voice: 970.544.4851 email: LAM @Menend.s Architech.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 WALL TYPE LEGEND EX1571NG PARTITION TO REMAIN --------- EXISTING PARTITION TO BE REMOVED PROPOSED PARTITION, SAME CONSTRUCTION AS EXISTING KEYNOTES 1 FINISH AND PATCH AREAS OF NEW WORK (WALLS, FLOOR AND CEILING) TO BLEND SEAMLESSLY WITH EXISTING CONSTRUCTION, TYPICAL. 2 NEW CHANGE IN FLOORING LOCATION (WHERE NEW CARPET MEETS EXISTING CARPET). DASHED LINE INDICATES EXISTING CHANGE IN CEILING PLANE. 4 INSULATE ALL NEW PARTITIONS FOR SOUND, TYPICAL. 5 CHANGE IN FLOORING MATERIAL. 6 ADD WEATHERSTRIPPING TO EXISTING DOORS FOR SOUND, TYPICAL- 7 PROPERLY CAP TOILET DRAIN AND PREPARE FOR FLOORING. 6 NEW DOOR TO BE CONTROLLED BY MATRIX SYSTEM, PROVIDE ALL NECESSARY COMPONENTS INCLUDING WIRING AND PAD. COORDINATE PAD LOCATION WITH OWNER. 9 NEW CONFERENCE ROOM WALLS SHALL EXTEND TO BOTTOM OF ROOF DECK. INSULATED WALLS FOR SOUND FULL HEIGHT OF WALLS FOR SOUND AND EXTEND NON -ROOM SIDE OF DRYWALL TO ROOF DECK. 10 DASHED LINE INDICATES NEW CLERESTORY WINDOWS ABOVE, SEE INTERIOR ELEVATIONS. 11 NEW COUNTERTOP WITH BASE CABINETS, SEE INTERIOR ELEVATIONS. 12 DASHED LINE INDICATES NEW UPPER CABINETS, SEE INTERIOR ELEVATIONS. 13 NEW SINK. 14 NEW WALL TO CREATE CHASE FOR CONNECTING NEW PLUMBING TO EXISTING. 15 EXISTING WATER COOLER TO BE RE -USED, REMOVE AND RECONNECT /INSTALL. 16 EXISTING REFRIGERATOR TO BE RE -USED. 17 RUN NEW WATER LINE, WITH STOP, TO WATER COOLER LOCATION. CAREFULLY REMOVE DRYWALL PRIOR TO CUTTING INTO WALL TO ENSURE NO WIRE5 THAT MAY BE INSIDE THE WALL ARE DAMAGED. 16 PROVIDE WOOD BLOCKING BETWEEN STUDS TO SERVE AS BACKING FOR MOUNTING LARGE TV /DISPLAY BRACKET. POWER OUTLET SHALL BE CLOCK -TYPE (RECESSED). VERIFY MOUNTING HEIGHT WITH OWNER. 19 EXTEND EXISTING SOLID GUARDRAIL AS SHOWN TO MATCH EXISTING, INCLUDING WOOD CAP AND WOOD BASEBOARD. 20 DRYWALL TEXTURE ON NORTH AND SOUTH WALL OF CONFERENCE ROOM SHALL BE EXTRA SMOOTH SUITABLE TO SERVE AS A WHITEBOARD, =WISH WITH WHITEBOARD/DRY ERASE COATING. Issue: Date: Revision: Date: PRICING SET 06114115 PERM- 03/21/16 Projett EAGLE COUNTY IT OFFICE REMODEL Sheet title: PROPOSED FLOOR PLAN Drawn By., LM $ MT Print Date: 3/21/16 Sheet number: 0 2016 Menendez Architects P.C. A =3 PUBLIC SPACE HUMAN RESOURCES (INTERIOR LAYOUT NOT SHOWN) 10 - F F3 G H EXISTING /DEMOLITION REFLECTED CEILING PLAN SCALE: 1/4' -1' -O" O Is MENENDEZ ARCHITECTS PC. voice : 970.544.4851 email: LAM @ManendezA,chitech.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 DEMOLITION KEYNOTES 1 EXISTING SUSPENDED DRYWALL CEILING TO REMAIN EXCEPT AS NEEDED TO ALLOW FOR NEW CONSTRUCTION AND TO EXECUTE MECHANICAL AND /OR ELECTRICAL WORK. 2 EXISTING SUSPENDED ACOUSTICAL BOARD AND GRID CEILING TO REMAIN EXCEPT AS NEEDED ALLOW FOR NEW CONSTRUCTION AND TO EXECUTE MECHANICAL AND /OR ELECTRICAL WORK, TYPICAL. AT CONTRACTOR'S CHOICE, REMOVE AND REPLACE ACOUSTICAL BOARDS IF MORE COST EFFECTIVE THAN LEAVING EXISTING. 3 ALL EXISTING FLUORESCENT TROFFER LIGHT FIXTURES TO BE REMOVED FOR REPLACEMENT WITH NEW LED TROFFER FIXTURES, TYPICAL. 4 EXISTING RECESSED DOWNLIGHT FIXTURE TO REMAIN, TYPICAL. 5 EXISTING FIRE5PRINKLER HEAD, ADJU5T LOCATION AND /OR ADD HEADS AS NECESSARY TO MEET CODE REQUIREMENTS AT NEW ROOM CONFIGURATIONS, TYPICAL. FIRE SPRINKLER MODIFICATIONS SHALL BE DESIGN - BUILD. 6 EXISTING MECHANICAL REGISTER TO REMAIN, TYPICAL (VERIFY WITH MECHANICAL PLAN). 7 EXISTING ELECTRICAVLIFE SAFETY DEVICE TO REMAIN, TYPICAL. 8 REMOVE SECTION OF EXISTING SUSPENED ACOUSTICAL BOARD AND GRID CEILING AND SUSPENDED DRYWALL CEILING TO ALLOW NEW NORTH, WEST AND EAST WALLS OF CONFERENCE ROOM TO EXTEND TO BOTTOM OF ROOF DECK. 9 EXISTING MECHANICAL CEILING DIFFUSER TO BE REMOVED, SEE MECHANICAL PLANS. TYPICAL WHERE SHOWN DASHED. 10 EXISTING MECHANICAL LINEAR CEILING DIFFUSER TO BE REMOVED AND RELOCATED AS SHOWN ON MECHANICAL PLANS, TYPICAL WHERE SHOWN DASHED. 11 EXISTING MECHANICAL CEILING DIFFUSER TO REMAIN SEE MECHANICAL PLANS. 12 EXISTING PENDANT LIGHT FIXTURE TO REMAIN, TYPICAL. 13 EXI5TING SMOKE DETECTOR TO REMAIN, SEE ELECTRICAL PLAN. 14 EXISTING RECESSED DOWNLIGHT TO BE REMOVED, TYPICAL WHERE SHOWN DASHED. 15 EXISTING MECHANICAL DIFFUSER TO BE REMOVED AND RELOCATED, SEE REFLECTED CEILING PLAN AND MECHANICAL. Issue: Date: Revision: Date: PRICING SET 06-14-15 PERMIT 03 -21 -16 Proje t. EAGLE COUNTY IT OFFICE REMODEL Sheet title., EXISTING /DEMOLITION REFLECTED CEILING PLAN Drawn By., LM $ MT Print Date: 3/21/16 Sheet number: 0 2016 Menendez Architects P.C. A =4 F F3 i G H i i .:� - ,. _... _- .. .. - ` - _ _ IT - .'CLG: HT. - s O - P P P O ' "" 's' t - �" CLG HT -_ .1� . ___ ___ ", emrn� rerurn� , � remrn� return ------- ^F COMMUNICATIONS COMMUNICATIONS ' - __ ________ ___ _ -- - - - - EDITING EQUIPMENT -- - - - - -P ___'� - -r -- - ` - - - - -P -- '�_ - -r -- --- - - - -- _- sup,l sup, suppl suppl supp suppl _ • • ____�____ • __T ___�_ - rrT - --r • _r __T____ • ____�___r • ____�____ IT SERVER ROOM � CLG.H --- - - - - -- CLG. HT. - -- ____ .' `. 9' -33/4' -. IT OFFICE -- ,. _" t9'- 33/4 " "® recur remrrr • -a - CLGHT. z CLG. H7' CLG. HT. IT OFFICE 2 . -- - _ 0 pi -' 1 x9- 33/4" 15 ', _, �� r9' -33/4 -- � „i - --- - -- ..: -. :.- .. ..�.: -. - .- :'. .'.'. -. .' ____ _____________ --- _______ __r___________ __ _________a w KITCHENETTE" . f CLO,e ® 0 Oo 1 ATTIC ATTIC jk CLG. HT. CLG. HL16' WORK AREA -01/4' t6- 33/4” - ---- i-i ° ii ---- ---- IT OFFIGE3 .OPEN rerw _ __ __ _ ':• _ _ _ _ Q _ 0 0 - CONFERENCE ROOM � - i; _r_ C�HIT FS-2 7/8 F F3 G H EXISTING /DEMOLITION REFLECTED CEILING PLAN SCALE: 1/4' -1' -O" O Is MENENDEZ ARCHITECTS PC. voice : 970.544.4851 email: LAM @ManendezA,chitech.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 DEMOLITION KEYNOTES 1 EXISTING SUSPENDED DRYWALL CEILING TO REMAIN EXCEPT AS NEEDED TO ALLOW FOR NEW CONSTRUCTION AND TO EXECUTE MECHANICAL AND /OR ELECTRICAL WORK. 2 EXISTING SUSPENDED ACOUSTICAL BOARD AND GRID CEILING TO REMAIN EXCEPT AS NEEDED ALLOW FOR NEW CONSTRUCTION AND TO EXECUTE MECHANICAL AND /OR ELECTRICAL WORK, TYPICAL. AT CONTRACTOR'S CHOICE, REMOVE AND REPLACE ACOUSTICAL BOARDS IF MORE COST EFFECTIVE THAN LEAVING EXISTING. 3 ALL EXISTING FLUORESCENT TROFFER LIGHT FIXTURES TO BE REMOVED FOR REPLACEMENT WITH NEW LED TROFFER FIXTURES, TYPICAL. 4 EXISTING RECESSED DOWNLIGHT FIXTURE TO REMAIN, TYPICAL. 5 EXISTING FIRE5PRINKLER HEAD, ADJU5T LOCATION AND /OR ADD HEADS AS NECESSARY TO MEET CODE REQUIREMENTS AT NEW ROOM CONFIGURATIONS, TYPICAL. FIRE SPRINKLER MODIFICATIONS SHALL BE DESIGN - BUILD. 6 EXISTING MECHANICAL REGISTER TO REMAIN, TYPICAL (VERIFY WITH MECHANICAL PLAN). 7 EXISTING ELECTRICAVLIFE SAFETY DEVICE TO REMAIN, TYPICAL. 8 REMOVE SECTION OF EXISTING SUSPENED ACOUSTICAL BOARD AND GRID CEILING AND SUSPENDED DRYWALL CEILING TO ALLOW NEW NORTH, WEST AND EAST WALLS OF CONFERENCE ROOM TO EXTEND TO BOTTOM OF ROOF DECK. 9 EXISTING MECHANICAL CEILING DIFFUSER TO BE REMOVED, SEE MECHANICAL PLANS. TYPICAL WHERE SHOWN DASHED. 10 EXISTING MECHANICAL LINEAR CEILING DIFFUSER TO BE REMOVED AND RELOCATED AS SHOWN ON MECHANICAL PLANS, TYPICAL WHERE SHOWN DASHED. 11 EXISTING MECHANICAL CEILING DIFFUSER TO REMAIN SEE MECHANICAL PLANS. 12 EXISTING PENDANT LIGHT FIXTURE TO REMAIN, TYPICAL. 13 EXI5TING SMOKE DETECTOR TO REMAIN, SEE ELECTRICAL PLAN. 14 EXISTING RECESSED DOWNLIGHT TO BE REMOVED, TYPICAL WHERE SHOWN DASHED. 15 EXISTING MECHANICAL DIFFUSER TO BE REMOVED AND RELOCATED, SEE REFLECTED CEILING PLAN AND MECHANICAL. Issue: Date: Revision: Date: PRICING SET 06-14-15 PERMIT 03 -21 -16 Proje t. EAGLE COUNTY IT OFFICE REMODEL Sheet title., EXISTING /DEMOLITION REFLECTED CEILING PLAN Drawn By., LM $ MT Print Date: 3/21/16 Sheet number: 0 2016 Menendez Architects P.C. A =4 .:� - - return - s O P P P O CLG HT -_ .1� ____ ___ ___ ------- ^F __ ________ ___ _ -- - - - - 4J' _- sup,l sup, suppl suppl supp suppl _ -- IT SERVER ROOM - -- scc o • -- - pi -- - --- - -- KITCHENETTE" . f ATTIC ATTIC F F3 G H EXISTING /DEMOLITION REFLECTED CEILING PLAN SCALE: 1/4' -1' -O" O Is MENENDEZ ARCHITECTS PC. voice : 970.544.4851 email: LAM @ManendezA,chitech.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 DEMOLITION KEYNOTES 1 EXISTING SUSPENDED DRYWALL CEILING TO REMAIN EXCEPT AS NEEDED TO ALLOW FOR NEW CONSTRUCTION AND TO EXECUTE MECHANICAL AND /OR ELECTRICAL WORK. 2 EXISTING SUSPENDED ACOUSTICAL BOARD AND GRID CEILING TO REMAIN EXCEPT AS NEEDED ALLOW FOR NEW CONSTRUCTION AND TO EXECUTE MECHANICAL AND /OR ELECTRICAL WORK, TYPICAL. AT CONTRACTOR'S CHOICE, REMOVE AND REPLACE ACOUSTICAL BOARDS IF MORE COST EFFECTIVE THAN LEAVING EXISTING. 3 ALL EXISTING FLUORESCENT TROFFER LIGHT FIXTURES TO BE REMOVED FOR REPLACEMENT WITH NEW LED TROFFER FIXTURES, TYPICAL. 4 EXISTING RECESSED DOWNLIGHT FIXTURE TO REMAIN, TYPICAL. 5 EXISTING FIRE5PRINKLER HEAD, ADJU5T LOCATION AND /OR ADD HEADS AS NECESSARY TO MEET CODE REQUIREMENTS AT NEW ROOM CONFIGURATIONS, TYPICAL. FIRE SPRINKLER MODIFICATIONS SHALL BE DESIGN - BUILD. 6 EXISTING MECHANICAL REGISTER TO REMAIN, TYPICAL (VERIFY WITH MECHANICAL PLAN). 7 EXISTING ELECTRICAVLIFE SAFETY DEVICE TO REMAIN, TYPICAL. 8 REMOVE SECTION OF EXISTING SUSPENED ACOUSTICAL BOARD AND GRID CEILING AND SUSPENDED DRYWALL CEILING TO ALLOW NEW NORTH, WEST AND EAST WALLS OF CONFERENCE ROOM TO EXTEND TO BOTTOM OF ROOF DECK. 9 EXISTING MECHANICAL CEILING DIFFUSER TO BE REMOVED, SEE MECHANICAL PLANS. TYPICAL WHERE SHOWN DASHED. 10 EXISTING MECHANICAL LINEAR CEILING DIFFUSER TO BE REMOVED AND RELOCATED AS SHOWN ON MECHANICAL PLANS, TYPICAL WHERE SHOWN DASHED. 11 EXISTING MECHANICAL CEILING DIFFUSER TO REMAIN SEE MECHANICAL PLANS. 12 EXISTING PENDANT LIGHT FIXTURE TO REMAIN, TYPICAL. 13 EXI5TING SMOKE DETECTOR TO REMAIN, SEE ELECTRICAL PLAN. 14 EXISTING RECESSED DOWNLIGHT TO BE REMOVED, TYPICAL WHERE SHOWN DASHED. 15 EXISTING MECHANICAL DIFFUSER TO BE REMOVED AND RELOCATED, SEE REFLECTED CEILING PLAN AND MECHANICAL. Issue: Date: Revision: Date: PRICING SET 06-14-15 PERMIT 03 -21 -16 Proje t. EAGLE COUNTY IT OFFICE REMODEL Sheet title., EXISTING /DEMOLITION REFLECTED CEILING PLAN Drawn By., LM $ MT Print Date: 3/21/16 Sheet number: 0 2016 Menendez Architects P.C. A =4 10 31 PUBLIC SPACE 2 HUMAN RESOURCES (INTERIOR LAYOUT NOT SHOWN) I i I I I I ¢ I I I II II I 3 r 4r Sr 3 � 1 r 3 1 r 5� 3 4 1 7� � 1 6 - 7 — 7 6 F F3 G H III 11 13 PROPOSED REFLECTED CEILING PLAN BCALE: 1/4' -1' -0' O &/ Is MENENDEZ ARCHITECTS PC. voice: 970.544.4851 email: LAM @Manend.s A,chltech.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 KEYNOTES 1 PATCH AND FINISH AREAS OF EXISTING SUSPENDED DRYWALL CEILING WHERE EXISTING WALLS REMOVED TO BLEND SEAMLESSLY WITH EXISTING CONSTRUCTION, TYPICAL 2 TOUGH -UP SUSPENDED ACOUSTICAL BOARD AND GRID CEILING WHERE EXISTING WALL REMOVED. REPLACE ALL DAMAGED, MARRED, OR NOTICEABLY AGED ACOUSTICAL BOARDS, TYPICAL. AT CONTRACTOR'S CHOICE, REMOVE AND REPLACE ALL ACOUSTICAL BOARDS IF MORE COST EFFECTIVE. 3 INSTALL NEW ACOUSTICAL BOARD, TO MATCH EXISTING, WHERE EXISTING CEILING DEVICE REMOVED, TYPICAL. 4 REMOVE EXISTING ACOUSTICAL BOARD, CUT TO NEW LENGTH TO ALLOW FOR NEW LIGHT FIXTURE, AND REINSTALL ADD NEW GRID MEMBERS AS NEEDED FOR 24 MODULE. TYPICAL AT NEW TROFFER LIGHTS. 5 RELOCATED LINEAR DIFFUSER TRIM EXISTING ACOUSTICAL BOARD AS NEEDED. 6 NEW 2x2 LED TROFFER LIGHT FIXTURE, SEE ELECTRICAL PLAN, TYPICAL. ADD GRID SUPPORT AS NEEDED FOR 2x2 MODULE, TYPICAL. 7 EXISTING CEILING DIFFUSER TO REMAIN, SEE MECHANICAL PLANS. 8 EXISTING FIRE SPRINKLER HEAD, NEW HEADS, AS MAY BE REQUIRED BY CODE AND NEW ROOM ARRANGEMENTS ARE NOT SHOWN, TYPICAL. 9 EXISTING OR NEW SMOKE DETECTOR, SEE ELECTRICAL PLAN, TYPICAL. 10 EXISTING RECESSED DOWNLIGHT TO REMAIN, TYPICAL, WHERE SHOWN. 11 EXISTING PENDANT LIGHT FIXTURE TO REMAIN, TYPICAL WHERE SHOWN. 12 PATCH AND FINISH AREAS OF EXISTING SUSPENDED DRYWALL CEILING WHERE NEW PARTITION BREAKS THROUGH EXISTING CEILING. 13 ADJUST SUSPENDED ACOUSTICAL BOARD AND GRID CEILING WHERE NEW PARTITION BREAKS THROUGH EXISTING CEILING. 14 EXISTING ACCESS PANEL TO REMAIN. 15 EXISTING ELECTRICAL DEVICE TO REMAIN, VERIFY WITH OWNER 16 NEW CEILING DIFFUSER, SEE MECHANICAL PLANS 17 EXISTING EXIT SIGN TO REMAIN, TYPICAL. 18 NEW RECESSED DOWNLIGHT, THIS LOCATION ONLY, SEE ELECTRICAL PLAN. Issue: Date: Revision: Date: PRICING SET 06-1415 UPDATED PRICING 06 -20 -15 PERMIT 03 -21 -16 Projett: EAGLE COUNTY IT OFFICE REMODEL Sheet title: PROPOSED REFLECTED CEILING PLAN Drawn By., LM $ MT Print Date: 3/21/16 Sheet number: A =5 0 2016 Menendez Architects P.C. Q h Q m 57PLINO INDICATES AREAS OF DRYWALL, TYPICAL 3/4" THICK PLASTIC LAMINATE CAP 12' DEEP UPPER CABINETS - W/ ADJUSTABLE SHELVES, TYPICAL ELECTRICAL OUTLETS — NOT SHOWN, SEE ELECTRICAL PLAN NEW COUNTERTOP, BACK - SPLASH AND RETURN - NEW WOOD BASEBOARD, 24" DEEP BASE CABINETS STAIN, TYPICAL NORTH 3/4' SCRI KITCHENETTE STIFLING INDICATES AREAS OF DRYWALL, TYPICAL OPEN WORK AREA 1'-6' 1 1' -6" 1 11-6' FINISHED END PANEL, TYPICAL 4 m , ::- u 7�' FO] Fol 71 � REFRIGERATOR & WATER COOLER T DRAWERS SPACE, VERIFY EAST STAIN, TYPICAL SCALE: 1/2' a l' -C OPEN WORK AREA STAIN, TYPICAL JSE LAMINATED GLASS AT : ONFERENCE ROOM WINDOWS :OR SOUND SOUTH EXISTING, STAIN STAIN, TYPICAL VESTIBULE ',USE 6 TO AL SCALE:1 /2" -1' -0' a/ is MENENDEZ ARCHITECTS PC. e: 970.544.4851 email: LAM @MenendezArchitech.com W. Main Street, Suite 104 Aspen, Colorado 81611 EXI5MNG DOOR TO REMAIN J EXISTING INTERIOR WINDOW NORTH TO REMAIN INTERIOR WINDOW, TYPICAL (SEE FLOOR PLAN) EXISTING REUSED DOOR NEW WOOD BASEBOARD, STAIN, TYPICAL EAST SCALE: 1/2'= 1'-0' USE LAMINATED GLASS AT CONFERENCE ROOM WINDOWS FOR SOUND Issue: Date: Revision: Date: PRICING SET 06-14-15 PERMh 03 -21 -16 Projett EAGLE COUNTY IT OFFICE REMODEL Sheet title., INTERIOR ELEVATIONS Drawn By., LM $ MT Print Date: 3/21/16 Sheet number: A -G 0 2016 Menendez Architects P.C. �L5 Q N CEILING ry L X WOOD CASING, MATCH EXISTING W CLEAR TEMPERED GLASS, (x1/4" - \ —_ - TYPICAL INTERIOR WALL WOOD CASING, MATCH THICK, MATCH EXISTING, EXISTING WOOD TRANSOM FRAME, WOOD WINDOW FRAME, 3' MATCH EXISTING MATCH EXISTING, TYP. 5/8' GYPSUM DRYWALL CLEAR TEMPERED GLASS, -1 (z1 /4' THICK, MATCH EXISTING) ,p = Z WOOD WINDOW CASING, -� 1 - 3 5/8" STEEL STUDS, OR 2x4 WOOD STUDS (MATCH WOOD CASING, MATCH EXISTING r F n N « MATCH EXISTING, TYPICAL EXISTING FRAMING MATERIAL AT 16' O.C. -' ) \ m 5/8' DRYWALL, TYPICAL ro - 5/8' DRYWALL, TYPICAL - : 5/8' GYPSUM DRYWALL I - i HEADER FORMALDEHYDE FREE ACOUSTICAL FIBER BATT INSULATION Q INSULATION - NOT SHOWN - - - -_ APPLY CONTINUOUS R METAL CORNER BEAD -, - WAOLL PER METER (INISTALL PE SHIM, SPACE, TYPICAL I - MANUFACTURER'S RECOMMENDATIONS A7 NEW ) PARTITIONS OF FULLY ENCLOSED OFFICES WOOD WINDOW CASING, CLEAR TEMPERED WOOD DOOR MATCH EXISTING GLASS, (x114" THICK, �. WOOD DOOR FRAME AND MATCH EXISTING = STOP, MATCH EXISTING DOOR HEAD AND TRANSOM INTERIOR WINDOW JAMB INTERIOR WINDOW JAMBS TYPICAL WALL ASSEMBLY (PLAN VIEW) 1 SCALE: 3'= T-O' SCALE: 3'= 1 -0' SCALE: 3'= T-0 SCALE: 3'= T-0 WOOD DOOR FRAME AND WOOD DOOR STOP, MATCH EXISTING CLEAR TEMPERED GLASS, (x1/4" THICK, MATCH EXISTING, TYP.) WOOD DOOR CASING, WOOD DOOR CASING, 5/8' DRYWALL OR SPACER CLEAR TEMPERED GLASS, (x1/4" MATCH EXISTING, TYP. MATCH EXISTING, TYR. THICK, MATCH EXISTING, TYP.) _ _ WOOD WINDOW FRAME, WOOD WINDOW MATCH EXISTING, 7YP. FRAME, MATCH AMETALCORNERBFAC) EXISTING WOOD WINDOW CASING, MATCH EXISTING, TYPICAL 5/8' DRYWALL SOUND 5/8' DRYWALL, TYPICAL WOOD DOOR FRAME AND INSULATION STOP, MATCH EXISTING i NOT SHOWN WOOD DOOR CLEAR TEMPERED WOOD WINDOW CASING, GLASS, (x114' THICK, MATCH EXISTING MATCH EXISTING WOOD DOOR JAMB AT GLASS WALL INTERIOR WINDOW SILL WOOD DOOR AND WINDOW JAMBS 2 ro 10 14 SCALE: 3" =1' -0' SCALE: 3" =1' -0' SCALE: 3" = T -O" SCALE: 3'= 1-O' 5/8" DRYWALL, TYPICAL SOUND 5/8' DRYWALL - INSULATION SOUND NOT SHOWN - INSULATION _ WOOD DOOR CASING, - NOT SHOWN - —� 5/8' DRYWALL OR SPACER CLEAR TEMPERED GLASS, (z114' WOOD WINDOW MATCH EXISTING, TYP. ;q V Z - THICK MATCH EXISTING, TYP.) MUTINGNMATCH Q N WOOD WINDOW EASING, w WOOD WINDOW CASING, MATCH EXISTING, TYPICAL C MATCH EXISTING, TYPICAL WOOD WINDOW FRAME, MATCH EXISTING, TYPICAL CLEAR TEMPERED GLASS, (s1/4" WOOD DOOR FRAME AND STOP, MATCH EXISTING Q €i THICK, MATCH EXISTING, TYP.) mN WOOD DOOR DOOR JAMB INTERIOR WINDOW HEAD INTERIOR WINDOW MUNTIN DETAIL 11 15 SCALE: 3" =1' -0' SCALE: 3'= 1 -V SCALE: 3'= T-O' SCALE: 3'= 1 -0' 5/8" DRYWALL N r ? CLEAR TEMPERED GLASS, (x114" WOOD WINDOW FRAME, MATCH EXISTING, TYP. CEILING n X WOOD WINDOW CASING, THICK, MATCH EXISTING, TYP . ) SOUND _ m MATCH EXISTING, TYPICAL WOOD BASE, MATCH EXISTING WOOD BASE BELOW INSULATION '- NOT SHOWN -- WOOD WINDOW CASING, MATCH EXISTING, TYPICAL WOOD WINDOW FRAME, MATCH EXISTING, TYPICAL Z 5/8 DRYWALL• TYPICAL - WOOD DOOR CASING, T MATCH EXISTING, TYP. CLEAR TEMPERED GLASS, (z1 /4" THICK, MATCH EXISTING, TYP.) < N _ « CARPET WOOD DOOR FRAME AND ~ STOP, MATCH FX1571NC z mN X W WOOD DOOR INTERIOR WINDOW HEAD INTERIOR WINDOW SILL INT. DOOR JAMB TO WALL DISTANCE DETAIL 4 R `0 1 1 SCALE: 3" =1' -O" SCALE: 3" =1' -O' SCALE: 3" =1' -0' SCALE: 3" =1' -0' "' &/ Is MENENDEZ ARCHITECTS PC. voice: 970.544.4851 email: LAM @MenendezArchitech.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 Issue: Date: Revision: Date: PRICING SET 06-1415 PERMIT 03 -21 -10 Projett EAGLE COUNTY IT OFFICE REMODEL Sheet title: DETAILS $ SCHEDULES Drawn By., LM $ MT Print Date: 3/21/16 Sheet number: ¢J 2016 Menendez Architects P.C. A =7 TYPE 'A', 'F • 3' O" TYPE 'C', 'E' DOOR TYPES TYPE 'B' . 6 -O^ TYPE 'D' O h O TYPE 'H' FINISH MATERIALS SPECIFICATIONS REV ROOM FINISH SCHEDULE COLOR SIZE REV RM # ROOM FLOORS FRAME WALLS HEAD I CEILINGS COMMENTS I BASE NORTH EAST SOUTH WEST MTRL FIN. MTRL FIN. MTRL FIN. MTRL FIN. MTRL FIN. REUSE EXISTING GWB VESTIBULE CARPET ETRE WB ETR -- GWB PAINT PAINT GWS PAINT GWS PAINT ETR FACT LOW SHEEN PAINT. SEE NOTE 1 BELOW. RE -PAINT DRYWALL PORTION OF CEILING. PAINT -2 PRIMER AND PAINT IT OFFICE CARPET WB ETR -- GWB PAINT LUXURY VINYL TILE GWB PAINT GWB PAINT ETR FACT REUSE EXISTING RE -PAINT DRYWALL PORTION OF CEILING. WOOD BASE MATCH EXISTING IT OFFICE 2 CARPET WB ETR -- GWB PAINT WOOD GWB PAINT GWB PAINT ETR E ACT SEE HARDWARE NOTE 5 RE -PAINT DRYWALL PORTION OF CEILING. 5 IT DIRECTOR'S OFFICE IT OFFICE CARPET WB ETR WOOD GWB PAINT TOUCH -UP EXISTING GWB PAINT GWB PAINT ETRBACT RE -PAINT DRYWALL PORTION OF CEILING. CONFERENCE ROOM G IT OFFICE 4 CARPET WB ETR TOUCH -UP EXISTING ETR PAINT GWB PAINT GWB PAINT ETR B ACT 7 RE -PAINT DRYWALL PORTION OF CEILING. G 3' -0' ' IT DIRECTOR'S OFFICE CARPET ETR ETR WOOD ETR ETR EXISTING TO REMAIN ETR PAINT ETR ff ACT SERVER ROOM RE -PAINT DRYWALL PORTION OF CEILING. 6-O' 7 -0' OPEN WORK AREA CARPET ETR & WB GWB PAINT GWB PAINT ETR 4 GWB PAINT ETR PAINT ETR ff ACT -- RE -PAINT DRYWALL PORTION OF CEILING. GWB ON EAST WALL REFERS TO GUARDRAIL AT STAIRS 7 -0' 13/4 CONFERENCE ROOM CARPET ETR ff WS GWB PAINT -2 ETR & GWB PAINT SEE HARDWARE ETR PAINT -2 GWB PAINT ETR ff ACT -- RE -PAINT DRYWALL PORTION OF CEILING, SMOOTH TEXTURE ON NORTH AND SOUTH WALLS WITH WHITE BOARD/DRY ERASE COATING HALLWAY 2 CARPET ETR ff WE -- -- ETR $ GWB PAINT NEW CLEAR TEMPERED GLASS. ETR PAINT ETR PAINT ETR PAINT 13/4" WOOD B GLASS LEAVE ABLE, SERVER ROOM ETR ETR ETR ETR ETR NOT USED ETR ETR KITCHENETTE RESILIENT ETR ff WB ETR ff GWB PAINT ETR PAINT 12 ETR PAINT ETR PAINT ETR PAINT TOUGH -UP EXISTING WOOD TOUCH -UP EXISTING HALLWAY CARPET ETR $WB REUSE EXISTING SEE HARDWARE NOTE 1 ETR PAINT IT OFFICE 3 GWB PAINT ETR PAINT ETR PAINT WOOD STAIN TO MATCH SEE HARDWARE EXISTING DOORS EXISTING FRAMES TYPICAL NOTES: 1. REMOVE AND REPLACE AS MUCH DRYWALL FINISH AS IS NEEDED TO PROPERLY EXECUTE THE PROPOSED WORK. CONTRACTOR'S DISCRETION TO LEAVE OR REPLACE ANY AND ALL EXISTING DRYWALL ON WALL AND CEILING SURFACES WHERE THE NEW WORK 15 MINIMAL ANY EXISTING DRYWALL THAT REMAINS MUST BLEND SEAMLESSLY WITH NEW DRYWALL PATCH/REPAIR ANY IMPERFECTIONS/DAMAGE TO EXISTING DRYWALL THAT REMAINS AND TEXTURE TO BLEND SEAMLESSLY WITH NEW DRYWALL 2. REMOVE AND REPLACE AS MANY EXISTING ACOUSTICAL CELING TILES AS 15 NEEDED TO PROPERLY EXECUTE THE PROPOSED WORK. CONTRACTOR'S DISCRETION TO REMOVE AND REPLACE ALL CEILING ACOUSTICAL BOARDS IF MORE C05T EFFECTIVE. 3. TOUGH -UP/RE -STAIN STAIN FINISH ON ALL WOOD BASEBOARD, DOOR FRAMES, CASING, TRIM AND DOORS TO REMAIN TO ACHIEVE A FRESH APPEARANCE. 4. TOUCH -UP ALL DRYWALL CEILING AREAS TO REMAIN AS NEEDED AND RE -PAINT ENTIRE SURFACE. S. FINISH ON ALL WOOD SURFACES SHALL CONSIST STAIN AND CLEAR COAT TO MATCH EXISTING WOOD FINISH(ES). FINISH MATERIALS SPECIFICATIONS REV MARK DESCRIPTION MANUF. /MTRL. MANF'R# COLOR SIZE COMMENTS THICKNESS ETR EXISTING TO REMAIN FRAME I FINISH HEAD I JAMB I SILL I HARDWARE ACT ACOUSTICAL CEILING TILE MATCH EXISTING MATCH EXISTING MATCH EXISTING 2'x4 REPLACE DAMAGED TILES AND GRID WITH NEW TILES AND GRID TO MATCH EXISTING. 13/4 CARPET NEW CARPET MOHAWK GROUP GL 149 WAVELENGTH BILLOW REUSE EXISTING GWB NEW GYPSUM WALL BOARD AMERICAN GYPSUM NOT USED 518" TEXTURE TO MATCH EXISTING. PAINT PRIMER AND PAINT BENJAMIN MOORE PAINT: ULTRA SPEC 500 N 537 PRIMER: ULTRA SPEC 500 N534 LINEN WHITE - LOW SHEEN PAINT. SEE NOTE 1 BELOW. PAINT -2 PRIMER AND PAINT IDEAPAINT PAINT: IDEA CREATE WHITE PRIMER: IDEA WHITE PRIMER WHITE -- APPLY PER MANUFACTURER'S INSTRUCTIONS. 13/4' RESILIENT LUXURY VINYL TILE TO BE DETERMINED TO BE DETERMINED TO BE DETERMINED TIED PROVIDE MATERIAL ALLOWANCE C05T OF 86 /5QUARE FOOT. REUSE EXISTING WB WOOD BASE MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING WOOD BASE IN INFORMATION TECHNOLOGY (IT) OFFICE. DO NOT INSTALL WOOD BASEBOARD ON BRICK WALLS. 13/4' WOOD TOUCH -UP EXISTING WOOD TOUCH -UP EXISTING NOTES: 1. PRIMER AND PAINT COATS AND THICKNESSES: LATEX PRIMER 1.4 TO 1.7 DRY MILS. INTERMEDIATE: ACRYLIC PAINT; 15 TO 1.7 DRY MILS. FINISH COAT: ACRYLIC PAINT 15 TO 1.7 DRY MILS; 1.5 TO 1.7 DRY MILS. DOOR SCHEDULE Date: REV. MARK LOCATION TYPE WIDTH I HEIGHT THICKNESS MATERIAL I FINISH FRAME I FINISH HEAD I JAMB I SILL I HARDWARE I COMMENTS 1 IT OFFICE 1 A 3' -O' 7 -0' 13/4 WOOD ff GLASS TOUCH -UP EXISTING WOOD TOUCH -UP EXISTING REUSE EXISTING Drawn By., 2 NOT USED LM $ MT Print Date: 3/21/16 Sheet number: 3 IT OFFICE 4 C 3' -O 7 -0' 13/4' WOOD TOUCH -UP EXISTING WOOD TOUCH -UP EXISTING REUSE EXISTING 4 KITCHENETTE B 3' -0" 7 -0' 13/4' WOOD TOUCH -UP EXISTING WOOD TOUCH -UP EXISTING REUSE EXISTING SEE HARDWARE NOTE 5 5 IT DIRECTOR'S OFFICE G 3' -0" 7 -0' 13/4" WOOD TOUGH -UP EXISTING WOOD TOUCH -UP EXISTING EXISTING TO REMAIN SEE HARDWARE NOTE 1 6 CONFERENCE ROOM G 3' -0' 7 -0' 13/4 WOOD TOUCH -UP EXISTING WOOD TOUCH -UP EXISTING EXI5TNC TO REMAIN 7 SERVER ROOM G 3' -0' ' 7 -0' 13/4 WOOD LEAVE AS-IS WOOD LEAVE A5-15 EXISTING TO REMAIN 8 SERVER ROOM D 6-O' 7 -0' 13/4 WOOD ff GLASS TOUCH -UP EXISTING WOOD TOUCH -UP EXISTING EX1571NG TO REMAIN 9 IT OFFICE 2 A 3' -0' ' 7 -0' 13/4 WOOD ff GLASS TOUCH -UP EXISTING WOOD TOUCH -UP EXISTING SEE HARDWARE REPLACE FROSTED GLASS WITH NOTE 2 NEW CLEAR TEMPERED GLASS. 10 KITCHENETTE F 3-O' 7 -0' 13/4" WOOD B GLASS LEAVE ABLE, WOOD LEAVE AS-IS EXISTING TO REMAIN 11 NOT USED 12 CONFERENCE ROOM C 3' -0' 7 -01 13/4" WOOD TOUGH -UP EXISTING WOOD TOUCH -UP EXISTING REUSE EXISTING SEE HARDWARE NOTE 1 13 IT OFFICE 3 E 3' -0 ' 7 -0' 13/4 WOOD 57AIN TO MATCH WOOD STAIN TO MATCH SEE HARDWARE EXISTING DOORS EXISTING FRAMES NOTE 3 14 VESTIBULE H 3' -6" 7 -0' 13/4 WOOD $ GLASS STAIN TO MATCH WOOD TOUCH -UP EXISTING SEE HARDWARE FIELD VERIFY EXISTING DOOR EXISTING DOORS NOTE 4 OPENING SIZE DOOR TYPES: TYPE A: EXISTING SLAB DOOR WITH NARROW VISION LITE TO BE REUSED IN NEW LOCATION. TYPE S': EXISTING 2 -PANEL DOOR TO BE REUSED IN NEW LOCATION. TYPE'C: EXISTING SLAB DOOR TO BE REUSED IN NEW LOCATION. TYPE'D': EXISTING DOUBLE 2 -LITE DOOR TO REMAIN. 'TYPE E: NEW SOLID CORE SLAB DOOR TO MATCH EXISTING. TYPE F: EXISTING SLAB DOOR WITH NARROW VISION LITE TO REMAIN. TYPE 'G': EXISTNG SLAB DOOR TO REMAIN. TYPE H'; NEW 2 -LITE DOOR TO MATCH DOOR TO HUMAN RESOURCE OFFICES ENTRY DOOR IN ADJOINING OFFICE SPACE. NOTES: 1. FIELD VERIFY ALL EXISTING DOOR SIZES PRIOR TO FRAMING. 2. TOUCH -UP /RE -STAIN FINISH ON ALL EXISTING DOORS TO BE REUSED TO ACHIEVE A FRESH APPEARANCE. 3. FOR NEW DOOR, IT IS ACCEPTABLE TO SUBSTITUTE CLEAR ALDER, FOR WALNUT IF THERE IS A SIGNIFICANT COST SAVINGS AND IF IT CAN BE STAINED TO MATCH EXISTING WALNUT COLOR 4. PROVIDE DOOR STOPS FOR ALL DOORS TO MATCH EXISTING (REUSE EXISTING WHEREVER FEASIBLE). 5. SALVAGE ALL UNUSED DOORS FOR OWNER REUSE ELSEWHERE. HARDWARE NOTES: 1. ADD AUTOMATIC DOOR BOTTOM TO EXISTING DOOR AND WEATHERSRIP FRAME FOR SOUND. USE PEMKO STCSET -IA (GASKETNG: 5773SL (SINGLE ROW) AND 544BL (SINGLE ROW), DOOR BOTTOM: PDB411AE, CORNER PAD: ACP12BL. VERIFY COLOR/FINISH OPTIONS WTH ARCHITECT. 2, RE -USE EXISTING HINGES. REPLACE LEVER SET WITH NEW LEVER SET WITH ENTRANCE FUNCTON. USE BEST ACCESS SYSTEMS MODEL 9K- (VERIFY BACKSET)-7- AB-15- (MATCH EXISTING ROSE)- (MATCH EXISTING STRIKE )-OIL RUBBED BRONZE FINISH TO MATCH EXISTING. S. NEW HINGES TO MATCH EXISTING. NEW LEVER SET WITH ENTRANCE FUNCTION TO MATCH EXISTING. USE BEST ACCESS SYSTEMS MODEL 9K- (VERIFY BACKSET)- 7- AB -15- (MATCH EXISTING ROSE }(MATCH EXISTING STRIKE)-OIL RUBBED BRONZE FINISH TO MATCH EXISTING. WALL STOP TO MATCH EXISTING. 4. NEW HINGES TO MATCH EXISTING. PREPARE HARDWARE AND STRIKE TO RECEIVE MATRIX CONROL SYSTEM. IF COMPATIBLE WITH MATRIX SYSTEM USE BEST ACCESS SYSTEMS MODEL 9K- (VERIFY BACKSET)- 7 -ABA5- (MATCH EXISTNG ROSE)- (MATCH EXISTING STRIKE) -OIL RUBBED BRONZE FINISH TO MATCH EXISTING FLOOR STOP IN OIL RUBBED BRONZE FINISH. 5. VERIFY HARDWARE FUNCTION AND SECURITY REQUIREMENT WITH OWNER NEW HARDWARE MAY BE REQUIRED. a/ is MENENDEZ ARCHITECTS PC. voice: 970.544.4851 email: LAM @MenendezArchitech.com 715 W. Main Street, Suite 104 Aspen, Colorado 81611 Issue: Date: Revision: Date: PRICING SET 06-1415 PERMIT 03 -21 -16 Projett EAGLE COUNTY IT OFFICE REMODEL Sheet title: SCHEDULES Drawn By., LM $ MT Print Date: 3/21/16 Sheet number: A =8 ®1015 Menendez Architects P.C. MECHANICAL SPECIFICATIONS: 1. GENERAL: a. FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL WORK NOTED ON THE DRAWINGS AND /OR SPECIFIED HEREIN. b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS THAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS. 2. WORKMANSHIP: a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN -LIKE MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER AND ARCHITECT. 3. MATERIALS: a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KIND, FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY SPECIFIED. 4. SITE INSPECTION: a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS & EXACT NATURE OF THE WORK. b. SUBMISSION OF BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. c. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE EXAMINATION. 5. CODES AND PERMITS: a. ALL MECHANICAL EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO THE 2012 INTERNATIONAL MECHANICAL CODE (IMC), 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) AND ORDINANCES AS INTERPRETED BY THE TOWN OF EAGLE BUILDING DEPARTMENT. b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. c. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT. 6. AS- BUILTS: a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT DOCUMENTS WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT AND PRIOR TO FINAL ACCEPTANCE AND PAYMENT. 7. GUARANTEE: a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER COMPLETION. 8. SUBMITTALS: a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES (WITH ALL OPTIONS CLEARLY MARKED) SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW (SIX COPIES OF EACH). ELECTRONIC SUBMITTALS PREFERRED. 9. COORDINATION: a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. 10. CUTTING AND PATCHING: a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OR EXISTING) SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. c. X -RAY SLABS PRIOR TO CORING. 11. CLEANUP: a. UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES CLEAN AND ORDERLY. 12. MECHANICAL IDENTIFICATION a. EQUIPMENT NAMEPLATES: METAL, WITH DATA ENGRAVED OR STAMPED, FOR PERMANENT ATTACHMENT ON EQUIPMENT. b. PIPE MARKERS: PREPRINTED, COLOR CODED, WITH LETTERING INDICATING SERVICE, AND SHOWING DIRECTION OF FLOW. c. VALVE TAGS: STAMPED OR ENGRAVED WITH 1/4" LETTERS FOR PIPING SYSTEM ABBREVIATION AND 1/2" NUMBERS, WITH NUMBERING SCHEME. PROVIDE 5/32" HOLE FOR FASTENER. d. VALVE TAG SCHEDULE: PREPARE A VALVE TAG SCHEDULE TO BE SUBMITTED TO THE MAINTENANCE ENGINEER FOR RECORD. 13, DUCTWORK: a. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE 2012 IMC AND SMACNA STANDARDS. b. DUCTWORK SHALL BE GALVANIZED STEEL GAUGES TO MEET SMACNA STANDARDS. DUCTWORK SIZES INDICATED ARE FREE CLEAR DIMENSIONS. c. ALL DUCT JOINTS SHALL BE SEALED AIR TIGHT WITH RCD CORP. # 6 MASTIC ADHESIVE WITH VERSA GRIP OR MESH. d. ALL FINAL CONNECTIONS TO SUPPLY GRILLES SHALL BE COMPLETED WITH ACOUSTICAL FLEXIBLE DUCT UNLESS OTHERWISE NOTED ON THE PLANS. e. FLEXIBLE DUCT USED FOR CONDITIONED AIR SHALL BE UL APPROVED VINYL COATED WIRE REINFORCED FIBERGLASS, WITH MAXIMUM THERMAL CONDUCTIVITY OF 0.30 BTU- IN /HR- FT2 - °F AND A MAXIMUM LENGTH OF FIVE FEET. f. DUCTWORK SHALL BE SIZED AT A MAXIMUM VELOCITY OF 1,000 FPM /.08" PRESSURE DROP PER 100 FEET. g. EACH MECHANICAL VENTILATION SYSTEM (SUPPLY AND /OR EXHAUST) SHALL BE EQUIPPED WITH A MEANS OF SHUT -OFF WHEN VENTILATION IS NOT REQUIRED, AND BACKDRAFT DAMPERS WHICH CAN BE CLOSED ON FAN SHUTDOWN SHALL BE PROVIDED FOR AIR INTAKES AND /OR DISCHARGES. h. CLEAN OUT ALL DUCTS PRIOR TO SUPPLY AND RETURN GRILLE INSTALLATION i. DOUBLE THICKNESS TURNING VANES SHALL BE USED ON ALL RECTANGULAR DUCT TURNS OF 90 °. iL1��DfNITPP]:i 11C6YIlIpIP]C. a. ALL DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS PER SECTION 604 OF THE 2012 IMC. b. INSULATION SHALL BE UL LISTED IN COMPLIANCE WITH A FLAME- SPREAD INDEX NOT MORE THAN 25 AND SMOKE DEVELOPED INDEX NOT MORE THAN 50, PER THE 2012 IMC. INSTALLATION SHALL BE IN ACCORDANCE WITH IMC REQUIREMENTS. c. RECTANGULAR SUPPLY, RETURN & TRANSFER DUCTWORK SHALL BE INTERNALLY LINED WITH A VAPOR RESISTANT DUCT LINER OF THICKNESSES SPECIFIED BELOW. d. CONCEALED ROUND CONCEALED OVAL & OUTDOOR AIR DUCTS SHALL BE EXTERNALLY WRAPPED WITH FIBERGLASS INSULATION WITH AN EXTERNAL VAPOR BARRIER. REQUIRED R- VALUES ARE SPECIFIED BELOW. e. ALL SUPPLY, RETURN & TRANSFER DUCTWORK LOCATED WITHIN THE BUILDING ENVELOPE SHALL BE INSULATED TO A MINIMUM OF R -4 If LINER) UNLESS SPECIFIED OTHERWISE ON THE PLANS. I. ALL SUPPLY & RETURN DUCTWORK SHALL BE INSULATED TO A MINIMUM OF R -5 (1 -1/2" LINER) WHEN LOCATED IN UNCONDITIONED SPACES AND SHALL BE INSULATED TO A MINIMUM OF R-8 (2" LINER) AND WEATHERPROOFED WHEN LOCATED OUTSIDE THE BUILDING. g. ALL OUTDOOR AIR DUCTS SHALL BE INSULATED TO A MINIMUM OF R -6 WITH A VAPOR BARRIER. 15. TEMPERATURE CONTROL DEVICES: a. EXISTING CONTROL DEVICES TO REMAIN OR BE RELOCATED AS NECESSARY. COORDINATE WITH BUILDING MANAGER. 16. BEFORE STARTING ANY WORK, THE CONTRACTOR FOR THIS SECTION OF THE WORK SHALL EXAMINE A COMPLETE SET OF DRAWINGS FOR ALL TRADES, INCLUDING ARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, FIRE PROTECTION AND PLUMBING. DIMENSIONS, SPACE REQUIREMENTS AND POINTS OF CONNECTION TO ALL EQUIPMENT SHALL BE VERIFIED, AND ANY MINOR ADJUSTMENTS NECESSARY TO AVOID CONFLICT WITH THE BUILDING STRUCTURE AND THE WORK OF THE OTHER TRADES SHALL BE MADE. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF ANY MAJOR CONFLICTS OCCUR. 17. PERMANENT ACCESS TO EQUIPMENT SHALL BE PROVIDED, AND A MINIMUM OF 30" CLEAR WORKING SPACE IN FRONT OF ACCESS PANELS TO THE COMPRESSOR, BLOWER ASSEMBLY AND AIR FILTER SECTION OF THE EQUIPMENT SHALL BE PROVIDED BY GENERAL CONTRACTOR. 18. ALL EQUIPMENT SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE WITH CODE APPROVED VIBRATION ISOLATORS. 19. EACH PIECE OF EQUIPMENT AND ALL SYSTEMS SHALL BE ADJUSTED AND RE- ADJUSTED TO INSURE PROPER FUNCTION OF ALL CONTROLS, MAINTENANCE OF TEMPERATURE, ADEQUACY FLOWS AND CAPACITIES, ELIMINATION OF NOISE AND VIBRATION, AND SHALL BE LEFT IN PROF OPERATING CONDITION. 20. TEST & BALANCING a. THE ENTIRE HEATING AND VENTILATING SYSTEM SHALL BE BALANCED BY AN INDEPENDENT CERTIFIED TEST AND BALANCE COMPANY. b. 5 COPIES OF THEIR BALANCE REPORTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. ELECTRONIC DISTRIBUTION PREFERRED. c. ALL REQUIRED RE- SHEEVING AND ADJUSTING OF EQUIPMENT SHALL BE MADE BY THE TEST& BALANCE CONTRACTOR. d. ALL FINAL MEASURED CAPACITIES SHALL BE WITHIN 10% OF THOSE INDICATED ON THE PLANS. 21, FINAL LOCATION OF GRILLES, REGISTERS & DIFFUSERS SHALL BE PER THE ARCHITECTURAL PLANS, ELEVATIONS OR AS PER FIELD REQUIREMENTS (UPON ACCEPTANCE BY ARCHITECT). 22. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION, OPERATION & MAINTENANCE MANUAL'S RECOMMENDATIONS ESPECIALLY FOR SERVICE CLEARANCES. 23. FILTERS: a. SHALL BE UL RATED AND APPROVED. b. PRESSURE DROPS SHALL NOT EXCEED .10" STATIC PRESSURE. 24. ELECTRICAL CONNECTIONS a. UNLESS OTHERWISE INDICATED ALL MAGNETIC MOTOR STARTERS, THERMAL OVERLOADS, LOW VOLTAGE THERMOSTATS, CONTROL RELAYS, CONTROL TRANSFORMERS AND SOLENOID VALVES SHALL BY FURNISHED BY THE MECHANICAL CONTRACTOR. b. PROVIDE MOTORS AND EQUIPMENT FOR ONLY THOSE CURRENT CHARACTERISTICS INDICATED ON THE DRAWINGS. c. IT IS THE INTENT OF THIS DIVISION TO REQUIRE A COMPLETE SYSTEM PER THE CONTRACT DOCUMENTS. d. COORDINATE ALL EQUIPMENT REQUIRING ELECTRICAL POWER, REGARDLESS OF VOLTAGE, WITH OTHER TRADES, SO THAT ALL SYSTEMS ARE COMPLETE AND OPERATIONAL. e. ALL THREE PHASE MOTORS SHALL BE PROVIDED WITH PHASE LOSS PROTECTION. f. ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS PROVIDED BY MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. 25. TEMPORARY HEATING DURING CONSTRUCTION: a. MECHANICAL EQUIPMENT SHALL NOT BE UTILIZED FOR TEMPORARY HEATING. b. GAS FIRED TEMPORARY HEAT SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. AIR DEVICE SCHEDULE OR EQUIVALENT (EXISTING) VAV TERMINAL UNIT SCHEDULE OR EQUIVALENT UNIT MANUFACTURER & COLD c U_ a O MAX CFM UNIT MANUFACTURER 8 OPER. MOUNTING HEATING WATER RETURN FRAME SERVING LOCATION INLET SIZE (IN) MAXAPD SOUND USE REMARKS STYLE MIN FINISH SOUND REMARKS TAG MODEL NO. BS LOCATION (LBS) TYPE 112" TRANE - —RFR— ALLOWANCE NOT TO EXCEED THE ESTABUSFED RG RETURN GRILLE —G— GAS TG LVL (NC) VAV -2 MEDIUM PRESSURE NATURAL GAS TITUS ATTIC 8" 1100 FLUSH STANDARD 43 STEEL CONSTRUCTION. DIFFUSER OPEN TOATTIC FOR PLENUM RETURN. SEE DRAWINGS FOR A TRANSFER DIFFUSER RETURN CEILING PERFORATED DIFFUSER J PIPE TAKEOFF (FROM TOP OF MAIN) 30 SENSOR OUT ON DRAWINGS) Q PAR W (CALL TRANE LAY -IN WHITE DATE: LOCATIONS, SIZES,AND SPECIFIED CFMS. 07 -22 -15 SUPPLY/ 1) PIPE CONTINUATION VAV -3 FIRE /SMOKE DAMPER 08 -20 -15 ATTIC E EXISTING 650 CEILING EXISTING EXISTING EXISTING 30 SEE DRAWINGS FOR LOCATIONSAND SPECIFIED CFMS. AREA �(— RETURN MOTOR OPERATED DAMPER (MOD) LEGEND, FLEXIBLE PIPE CONNECTION l�T MP 1.0 PLUMBING FIXTURE CONNECTION (EXISTING) VAV TERMINAL UNIT SCHEDULE OR EQUIVALENT UNIT MANUFACTURER & COLD c U_ a O ARE NOT NECESSARILY USED. CFM MANUFACTURER & MODEL NO DESCRIPTION MAX OPER. —HWR— HEATING WATER RETURN REMARKS SERVING LOCATION INLET SIZE (IN) MAXAPD SOUND WR. REMARKS MAX MIN TAG MODEL NO. RAD RETURN AIR DAMPER —SMR— BS (NC) (LBS) 1 -10 112" TRANE - —RFR— ALLOWANCE NOT TO EXCEED THE ESTABUSFED RG RETURN GRILLE —G— GAS TG TRANSFER GRILLE VAV -2 MEDIUM PRESSURE NATURAL GAS SD ATTIC 8" 1100 650 0.5 43 128 - TRANSFER DIFFUSER 111 CTH OFNOR THERMOSTAT J PIPE TAKEOFF (FROM TOP OF MAIN) O SENSOR OUT ON DRAWINGS) Q W (CALL TRANE OPEN OFFICE AEC PROJECT #: 15073 DATE: ISSUE: 07 -22 -15 PROGRESS 1) PIPE CONTINUATION VAV -3 FIRE /SMOKE DAMPER 08 -20 -15 ATTIC 10" 1700 650 0.5 43 130 - VFWD1711 AREA �(— PIPE ANCHOR MOTOR OPERATED DAMPER (MOD) LEGEND, FLEXIBLE PIPE CONNECTION l�T MP 1.0 1 of TRANE CONFERENCE MANUAL BALANCING DAMPER --Dla3-- PIPE EXPANSION JOINT ��'—F` e POINT OF NEW CONNECTION VAV -4 ATTIC W 1100 650 0.5 43 128 - VFWD1111 ROOM CHECK VALVE r_ BALL VALVE TRANE TURNING VANES IN 90° ELBOW BALANCING VALVE LUG" DUCT SIZES ARE NET FREE AREA FLOW REGULATOR VALVE ??x? 1ST NO. IS DUCT WIDTH. VAV -7 KITCHENETTE ATTIC 6" 600 90 0.5 23 18 SECTION THRU ROUND DUCT VCCD06 PRESSURE REDUCING VALVE 2 -WAY CONTROL VALVE m SECTION THRU SUPPLY AIR DUCT PLUMBING FIXTURE CONNECTION SCHEDULE UNIT C) N NOTE: ALL SYMBOLS SHOWN ON LEGEND COLD c U_ a O ARE NOT NECESSARILY USED. —HWS— MANUFACTURER & MODEL NO DESCRIPTION WASTE VENT —HWR— HEATING WATER RETURN REMARKS TAG —CWS— CHILLED WATER SUPPLY SA ATER WATER CHILLED WATER RETURN EA PLLMING FIXTUFE SPEOFICATID%& HARONAFE —SMS— SNOWMELT SUPPLY RAD RETURN AIR DAMPER —SMR— BS SELBETONTOBEBYTHEIMBiIOR DESIGNER. FIXTUFE BARSINK 1 -12" 1 -10 112" 1/2" - —RFR— ALLOWANCE NOT TO EXCEED THE ESTABUSFED RG RETURN GRILLE —G— GAS TG TRANSFER GRILLE BUDGET. MEDIUM PRESSURE NATURAL GAS SD SUPPLY DIFFUSER —C PIPE RISER MECHANICAL LEGEND C) N NOTE: ALL SYMBOLS SHOWN ON LEGEND U O a U) fn CIS c U_ a O ARE NOT NECESSARILY USED. —HWS— HEATING WATER SUPPLY OA OUTDOOR AIR —HWR— HEATING WATER RETURN RA RETURN AIR —CWS— CHILLED WATER SUPPLY SA SUPPLYAIR —CWR— CHILLED WATER RETURN EA EXHAUST AIR —SMS— SNOWMELT SUPPLY RAD RETURN AIR DAMPER —SMR— SNOWMELT RETURN SAD SUPPLY AIR DAMPER —RFS— RADIANT FLOOR SUPPLY SG SUPPLY GRILLE —RFR— RADIANT FLOOR RETURN RG RETURN GRILLE —G— GAS TG TRANSFER GRILLE —MPG— MEDIUM PRESSURE NATURAL GAS SD SUPPLY DIFFUSER —C PIPE RISER RD RETURN DIFFUSER C PIPE DROP TD TRANSFER DIFFUSER PIPE TAKEOFF (FROM BOTTOM OF MAIN) QT THERMOSTAT J PIPE TAKEOFF (FROM TOP OF MAIN) O SENSOR OUT ON DRAWINGS) Q W (CALL 3 PIP END CAP AEC PROJECT #: 15073 DATE: ISSUE: 07 -22 -15 PROGRESS 1) PIPE CONTINUATION 08 -17 -15 FIRE /SMOKE DAMPER 08 -20 -15 PIPE EXPANSION GUIDE 03 -21 -16 PERMIT _ PIPE UNION FIRE DAMPER Drawn By: Checked By: �(— PIPE ANCHOR MOTOR OPERATED DAMPER (MOD) LEGEND, FLEXIBLE PIPE CONNECTION l�T MP 1.0 1 of 2 —0 CGPAWT 2015 ARrd IMMRAL MANUAL BALANCING DAMPER --Dla3-- PIPE EXPANSION JOINT ��'—F` e POINT OF NEW CONNECTION CHANGE OF ELEVATION (D) DROP (R) RISE PLUG VALVE FLEXIBLE DUCT CONNECTION �� CHECK VALVE r_ BALL VALVE I 'l o TURNING VANES IN 90° ELBOW BALANCING VALVE LUG" DUCT SIZES ARE NET FREE AREA FLOW REGULATOR VALVE ??x? 1ST NO. IS DUCT WIDTH. 2ND NO. IS DUCT DEPTH, \� BUTTERFLY VALVE SECTION THRU ROUND DUCT PRESSURE REDUCING VALVE 2 -WAY CONTROL VALVE m SECTION THRU SUPPLY AIR DUCT Q SECTION THRU RETURN /EXHAUST AIR DUCT 3 -WAY CONTROL VALVE © ROUND DUCT TURN DOWN 4 -WAY CONTROL VALVE SUPPLY DUCT TURN DOWN DIFFERENTIAL BYPASS VALVE RETURN /EXHAUST DUCT TURN DOWN STRAINER CFM_SJ1 SUPPLY REGISTER/DIFFUSER/LOUVER NATURAL GAS PRESSURE REGULATOR NECK M-E/ –\J CFM-E/ –\ REGISTER/DIFFUSER/LOUVER NECK SIZE AIR VENT CFM -O.A. OUTSIDE AIR REGISTER /DIFFUSER/LOUVER NECK SIZE PRESSURE -TEMP. TAP CFM -E EXHAUST REGISTER /DIFFUSER/LOUVER NECK SIZE PRESSURE GAUGE U� CFM DOOR UNDERCUT THERMOMETER (A) SECTION CUT LINE N 1 (B) SHEET SHOWN ON C) N co 00 U O a U) fn CIS c U_ a O 75 0– 0 fn O N U) n) c = C A(D O V �D-aN Lo E O o -CC) O 01,+0-, N W U C p N V L r 0N^ iB Qi 0) L) O JQ Nat U _ r 0) 03 (O U C `W -3 W 4)- =a3 Wr.U) 10 3� ca ci U 0 000 LOV L (D C 0) L � Q 00 Q x O CO 0 a RPVO RFGIS Hu�FgQ �O Oo0 s FSS /ONALENG Z in J J W O m O U • C LU G J LU a U W ~ J V Q W AEC PROJECT #: 15073 DATE: ISSUE: 07 -22 -15 PROGRESS 08 -14 -15 PRICING SET 08 -17 -15 PROGRESS 08 -20 -15 UPDATED PRICING 03 -21 -16 PERMIT Drawn By: Checked By: DGD TOC LEGEND, SPEC'S & SCHEDULES MP 1.0 1 of 2 —0 CGPAWT 2015 ARrd IMMRAL MpNUMING CCNa1LTMTi INC.— GENERAL NOTES: 1. ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE. 2. ALL INTERIOR SUPPLY AND RETURN DUCTWORK SHALL INCLUDE 1" LINER UNLESS OTHERWISE NOTED. ALL OUTSIDE AIR INTAKE AND ROUND DUCTWORK SHALL BE WRAPPED WITH 1.5" THICK INSULATION UNLESS OTHERWISE NOTED. 3. ALL FINAL DUCTWORK CONNECTIONS TO SUPPLY GRILLES (OR PLENUMS) SHALL BE COMPLETED WITH ACOUSTICAL FLEXIBLE DUCT UNLESS OTHERWISE NOTED AND A MAXIMUM LENGTH OF FIVE FEET. 4. ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BE CONICAL TEES. 5. ALL DUCTWORK PASSING THROUGH FIRE -RATED ASSEMBLIES SHALL INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY. 6. ALL SUPPLY GRILLES SHALL HAVE INCLUDE A BALANCING DAMPER UNLESS OTHERWISE NOTED. IF THE DAMPER IS LOCATED IN AN INACCESSIBLE LOCATION, CABLE -STYLE DAMPERS (ROTOTWIST OR EQUIVALENT) SHALL BE INSTALLED AND SHALL BE ADJUSTABLE FROM THE GRILLE FACE. SHEET DETAIL NOTES: - NOTE: REUSE DUCTWORK OCONNECT Yz" HW, Yi' CW, 1Y21' W, & 1Yz" V TO BS. ROUTE PIPES THROUGH WHEREVER POSSIBLE. CABINET TO EXISTING PIPING AT EXISTING SINK. EXISTING SENSORS TO BE REUSED. O2 ADJUST LOCATION OF SERVER ROOM BACK -UP COOLING CONDENSING AIR DUCT AND DIFFUSER TO LOCATION SHOWN (BACK -UP COOLING UNIT OR AIR DUCT NOT SHOWN). O3 EXISTING SUPPLY DIFFUSER TO REMAIN. ADJUST LOCATION AS NECESSARY. OEXISTING PLENUM. RETURN DIFFUSER TO REMAIN. OS CAP UNUSED EXISTING DUCTS. O6 REUSE & REROUTE ABANDONED EXISTING DUCT TO NEW SUPPLY DIFFUSER IN IT OFFICE 1. O7 REUSE & REROUTE ABANDONED EXISTING DUCT TO EXISTING SUPPLY DIFFUSER IN IT OFFICE 2 O8 REUSE PLENUM RETURN GRILLE CURRENTLY LOCATED IN ATTIC SPACE. OEXISTING DUCT ROUTING AND DIFFUSER CONNECTION TO REMAIN, 10 EXISTING DIFFUSER CONNECTION TO REMAIN. REROUTE EXISTING DUCT FROM CURRENT UNIT AND CONNECT TO VAV -3 DUCTWORK. 11 EXISTING VAV TO REM: IN. 12 EXISTING DIFFUSER Ct,NNECTION TO REMAIN. REROUTE EXISTING DUCT FROM CURRENT UNIT TO VAV -7. ADD DUCTWORK TO REACH UNIT IF NECESSARY. 13 EXHAUST FAN TO BE REMOVED. CAP', EXISTING DUCT. 14 INSTALL EXISTING. LINEAR SUPPLY DIFFUSER (PROVIDED BY COUNTY). 15 RELOCATE EXISTING SENSOR AS NECESSARY. HUN (INTERIOR VESTIBULE LLWAY I 14 E 8275 -S 24x24 E € - =f - -1i:) 275 -R E 4 r 18x12 LJ 275-R E 4 11 8x10 340 -R / 24x12 E 4 T (_ 275 -S L I- %I O O 48x4 E 3 1/ 348x4 E 3 6 275 -5 E 3 — _ € - - =� �J € -T = =9 24x24 E 6 48x TO VAV -2 T T, TO c r TT 5 S -- Y — —— �r - - -... ._._ .. ..- ._ ,. \�r - - — — TT — — ----- - - - - -- - -- I _ _ 1 ��----- - - - -:I�\ 4 E �$O4S 11 4 E 3405 11V -� 24x24 E 4 V 11 AV-3 \ 48x4 Im =TT= 1 —TT— - - -� 1 lill 10 �� o 3a0 -S E 4 j0 - - -� 1 111 --- - - - - -- L —\ 340 -5 1---- - - - - -- - 48x4 ) -- s e 48x4 1111 uu II HELP DESK ILI LE _ Irk/ . --� ---- - - - - -- CtBUt -.t - -- LE 6 DN (JLSSENIA; �_L I II / � - � �--- [oAVltr1 �_ 'RETT) TO VAV -3 460-R S 15 1 24x10 E 4 (D JI L _ TO VAV-0 FF_ - - - - -- — ..— ..— ._ - -. —. - -- ,__.. I III r --J I I EE �Z------ - - -_�� OEE r lu~ -I -- - - - - -- NO�IWORKIN I SERVER ROOM I 1 L--------------------------- - - - --i _ LS u 3425-S 48x4 E 3 1 I NORTH HVAC PLAN '- SCALE: 114"= 1'0" A 650 -R 24x24 i C) N CID DO c o a U) N cu 6 U' O LGU :3 N O N C C 0 O V CL C-4 � O o�co E 0 0)w N co 0 C-O NV_ Qi 0) L) O (D I JQ cvm w1k U MOW N (6 OO C C w �L W =a3 4)- cu m=c U)-6 3� m ci U 0 00 =O't L aa) c Ib L Q t Q W O m O a RPpO RFGIS H;x�F,PQ �O Oo0 s F0S10NALENG Z in I J Lu D Q O m O w O Lu U w ~ J V W AEC PROJECT #: 15073 DATE: ISSUE: 07 -22 -15 PROGRESS 08 -14 -15 PRICING SET 08 -17 -15 PROGRESS 08 -20 -15 UPDATED PRICING 03 -21 -16 PER Drawn By: Checked By: DGD TOC HVAC & PLUMBING PLAN SCALE 1/4" = F -0" MP2.0 2 of 2 —® CGPAWT 2015 MMITECNRAL MONMING C ILTMTS INC.— O 0 d v TYPICAL 8'0" CEILING MAIN CIRCUIT BREAKER & BRANCH CIRCUIT BREAKERS MAXIMUM MOUNTING HEIGHT � IS 79 ", MINIMUM IS 18 ". �d�1 4100 F FINISHED FLOOR TYPICAL DEVICE MOUNTING HEIGHTS NOT TO SCALE NOTES: 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS NOTED OTHERWISE. 2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN TOP OF DOOR TRIM AND CEILING LINE. 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS AND NOTED ON ELECTRICAL FLOOR PLANS SHALL GOVERN OVER THOSE SHOWN ABOVE. 4. FOR CEILING HEIGHTS HIGHER THAN 77", INSTALL FIRE ALARM NOTIFICATION AUDIO AND VISUAL APPLIANCES AT 80 "AFF OTHERWISE INSTALL AT 6" BELOW CEILING. 5. MOUNTING HEIGHTS PER IBC 2009 AND ADA CODES Max Pipe or Condalt Man in. (nn) F Rating Hr T Rating Hr 1 (25) 1 or 2 0+, 1 or 2 1 (25) 3 or 4 3 or 4 4 (102) 1 or 2 0 6 (152) 3 or 4 0 12 (305) 1 or 2 0 ELECTRICAL LEGEND (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) O RECESSED OR SURFACE DOWNUGHT 0-1 WALL MOUNTED LIGHT FIXTURE OC -1 RECESSED FLUOR. LIGHT FIXTURE A. Convenience receptacles will be 20 amp, commercial grade SURFACE FLUOR. UGHT FIXTURE Q FIXTURE DESIGNATIONS: M UPPER CASE- FIXTURE TYPE QA LOWER CASE - SWITCH DESIGNATION ® SHADING ON FIXTURE INDICATES EMERG. BATTERY BACKUP P FLUORESCENT STRIP FIXTURE F-c4 -i TRACK LIGHT AS NOTED OR SCHEDULED H WALL WASHER �0 POLE - MOUNTED FIXTURE SCOPE: Furnish all materials and labor required to execute this work POST (BOLLARD) FIXTURE ELI STEP LIGHT overloaded, aver- cinched, crushed, improperly untwisted, etc. CEILING OR WALL MOUNTED EXIT LIGHT �I® o EMERGENCY BATTERY LIGHTS decors style. Finish per owner or architect. DUPLEX RECEPTACLE @18 "UNLESS NOTED • DOUBLE DUPLEX RECEPTACLE @18 "UNLESS NOTED (III FLOOR DUPLEX RECEPTACLE ® SPECIAL OUTLET AS NOTED Q- DUPLEX RECEPTACLE HALFSWITCHED@ 18" UNLESS NOTED O POP -UP RECEPTACLE Provide decors style, finish per owner or architect. TELE -POWER POLE '/BOO R-q- MULTI - OUTLET PLUG STRIP D JQa JUNCTION BOX IN FLOOR, CEILING OR IN WALL m ♦ COMPUTERJTELEPHONE OUTLET IN FLOOR OR WALL enclosed within cable trays, raceways or conduit, as specified. TELEVISION OUTLET Complete wiring system for new lighting and power as shown, TELEPHONE BACKBOARD D. All mounting heights will conform to ADA guidelines. Typical receptacle CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING 01 CIRCUIT HOMERUN - -- CONDUIT RUN BELOW FLOOR OR GRADE heights will be +18 "AFF and switch heights will be +46 "AFF CONDUITSTUB-UP- CAP &MARK $ LIGHT SWITCH AT 46' UNLESS NOTED devices, new Control devices, etc. for a Complete lighting and SUBSCRIPTS: unless noted otherwise. 2 = 2-POLE SWITCH SPECS, & 3 =3 -WAY SWITCH and power system. 4 = 4 -WAY SWITCH E. Provide GFI type receptacles at kitchens, bathrooms, M = MOTION OPERATED SWITCH The warranty set forth for this system shall Consist of a full three (3) years K= KEY-OPERATED SWITCH a. Complete feeder(s) installation as required for new and /or TO= THERMAL OVERLOAD SWITCH garages, exterior etc. as required by Code. P= SWITCH WITH PILOT LIGHT PI DIMMER SWITCH WIWATTAGE electrical apparatus as shown on single line diagram and PUSHBUTTON CONTROL STATION F Provide tamper proof receptacles acles at all residential PHOTOELECTRIC CELL TS TIME SWITCH drawings. THERMOSTATAT 60' UNLESS NOTED eDIVISION IS EQUIPMENT 0 FOOD SERVICE EQUIPMENT (1) &A SPEAKER IN CEILING OR WALL QV-I VOLUME CONTROL AT 67' UNLESS NOTED OM OM-I MICROPHONE OUTLET IN FLOOR BOX OR WALL OC -1 CALL -IN SWITCH A. Convenience receptacles will be 20 amp, commercial grade PROGRAM BELL Q INTERCOM M CLOCK QA AMPLIFIER ABBREVIATIONS AC -ABOVE COUNTER AFF - ABOVE FINISHED FLOOR AEG - ABOVE FINISHED GRADE AHJ - AUTHORITY HAVING JURISDICTION AL - ALUMINUM CU - COPPER EC - ELECTRICAL CONTRACTOR EM - EMERGENCY GC - GENERAL CONTRACTOR GND - GROUND GIFT - GROUND FAULT INTERRUPTER MC - MECHANICAL CONTRACTOR NIC NOT IN CONTRACT NL -NIGHT LIGHT NTS NOT TO SCALE PC - PLUMBING CONTRACTOR REF - REFERENCE US - UNDERGROUND UNO - UNLESS NOTED OTHERWISE UTP - UNSHIELDED TWISTED PAIR WP - WEATHERPROOF XFMR - TRANSFORMER 18' - MOUNTING HEIGHT TO CENTERLINE OF DEVICE AFF OR AEG FIRE ALARM SYSTEM "FRCP FIRE ALARM CONTROL PANEL ANN FIRE ALARM ANNUNCIATOR PANEL Q FIRE ALARM PULL STATION ALARM HORN OR SPEAKER COMBINATION HORNISTROBE OR SPEAKERISTROBE •H THERMAL HEAT DETECTOR SI SMOKEIIONIZATION DETECTOR SP PHOTOELECTRIC SMOKEI CO DETECTOR SHIP HEATIPHOTOELECTRIC SMOKE DETECTOR L_IA DUCTDETECTOR Q SPRINKLER SYSTEM FLOW SWITCH i+ SPRINKLER SYSTEM TAMPER SWITCH STROBE @ SMOKEIFIRE DAMPER CONNECTION L11 REMOTE INDICATOR LIGHT SECURITY SYSTEM aC CONTACT DOOR SWITCH IN JAMS OR HINGE (Ext INTRUSION MOTION DETECTOR AS SPECIFIED, CORRIDORIROOM C OR QK KEY - OPERATED ACCESS SWITCH SURVEILLANCE CAMERA -� DISCONNECT SWITCH FUSES CIRCUIT BREAKER add- CURRENTTRANSFORMER TRANSFORMER N I� METER ®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• CONFIRM ALL LOCATIONS FOR LIGHT SWITCHES; ADD THREE WAYS IF FOUND NECESSARY. • REVIEW RECEPTACLE LOCATIONS; MOVE AS REQUIRED. PROVIDE UNIT PRICING IF ADDITIONAL RECEPTACLES ARE REQUIRED. • REVIEW RECEPTACLE LOCATIONS AT COUNTERS AND CONFIRM IF THOSE RECEPTACLES SHOULD BE ABOVE COUNTER OR BELOW. MOVE AS REQUIRED. IN GENERAL CONFIRM POWER AND LIGHTING REQUIREMENTS. THE ELECTRICIAN SHOULD BE PREPARED TO REWORK SOME DEVICE LOCATIONS. SIGNIFICANT REWORK SHOULD BE FLAGGED AND UNIT PRICING PROVIDED AND WRITTEN AUTHORIZATION FOR ADDITIONAL COSTS APPROVED PRIOR TO PROCEEDING. ROUTE WIRE AT CEILING PARALLEL OR PERPENDICULAR TO STRUCTURE. SECURE TO STRUCTURE AT 4' INTERVALS OR LESS. 23A 24VDC M` 14. ELECTRICAL DEVICES L. All cable hangers shall be no more than 48" apart. Contractor shall be A. General Requirements I 15 PER CIRCUIT A. Convenience receptacles will be 20 amp, commercial grade I i familiar and install in accordance with all applicable codes and standards, including NEC, EIA/TIA 568,569 606, federal, local ` M 0JS CI CIE SHOWN IN THE SAME decors style. Finish per owner or architect. Q)_ L Q and and state and Codes. P STRUCTURED CABLE SINGLE FAN H C I SHUT Care must be taken to ensure cables are not kinked, bent beyond limit, 1. SCOPE: Furnish all materials and labor required to execute this work S`yS /ONAl-E B. Light switches will be 20 amp, Commercial grade, 0 overloaded, aver- cinched, crushed, improperly untwisted, etc. MIN. as indicated on drawing and as specified, as necessary to complete the #14AWG decors style. Finish per owner or architect. S • /WU O V Contract. Electrical work shall include, but not limited to, these major ry C. Dimming switches will be a minimum of 600w or as noted. M. No exposed wiring will be accepted unless approved in writing by the l /.J V items: W Provide decors style, finish per owner or architect. AEC PROJECT #: 15073 engineer. Cabling shall be in the wall, above the ceiling or where exposed, ISSUE: 07 -22 -15 PROGRESS 08 -14 -15 PRICING SET enclosed within cable trays, raceways or conduit, as specified. A. Complete wiring system for new lighting and power as shown, UPDATED PRICING D. All mounting heights will conform to ADA guidelines. Typical receptacle PERMIT including new panelboards, new Conduits, new wires, new wiring heights will be +18 "AFF and switch heights will be +46 "AFF N. All cabling shall be bundled and properly secured and terminated. SOH devices, new Control devices, etc. for a Complete lighting and unless noted otherwise. LEGEND, SPECS, & DETAILS and power system. E1.0 1 of 4 E. Provide GFI type receptacles at kitchens, bathrooms, O. The warranty set forth for this system shall Consist of a full three (3) years a. Complete feeder(s) installation as required for new and /or garages, exterior etc. as required by Code. from the date of project completion. The Contractor warrants the system to be electrical apparatus as shown on single line diagram and F Provide tamper proof receptacles acles at all residential free of defects of workmanship or products and will inspect and repair air the drawings. areas as required by code. system Burin this warren period at no additional cost to the owner. The y g warranty P warranty period shall begin at the point of system acceptance or beneficial b. Complete branch circuit wiring required for the connection of 15. SUPPORT use, whichever comes later. emergency lighting and exit signs to existing emergency stand 9 Y 9 9 9 9 9 Y A. Support all electrical equipment independent of accessible ceilings as by power system. required by NEC. 2. Complete provision, installation and connection of lighting fixtures, 16. ELECTRICAL BOXES C. Fire Life Safety Scope of Work exit signs and lamps as specked and as shown on drawings. A. At fire rated wall space electrical boxes at opposite sides of the wall 3. Fire alarm system will be by electrical contractor. no less than 24" horizontal distance. (J( G Q General �,,,� e ra lC I /-+o �„� l }� o �,,,� S 4. Complete connection of HVAC /Plumbing motor(s), water heater(s), B. When phone, TV & power receptacles are shown on plan next to each other. equipment, etc. furnish by mechanical - refer to both electrical and Locate respective receptacles next to each other on site with no more and mechanical drawing for scope and work and adi ilmal infor- than 1" separating cover plates. 1. SUPPLY & INSTALL NEW EQUIPMENT AND MODIFICATIONS TO EXISTING FIRE ALARM SYSTEM TO PROVIDE A COMPLETE FIRE ALARM SYSTEM TO MEET LOCAL CODES. mation. B. Cat 6 Wiring Requirements ALL NEW FIRE ALARM EQUIPMENT, DEVICES, WIRING, ETC. REQUIRED AND 5. Provide grounding and bonding Facilities. WHICH ARE INSTALLED FOR THE FACILITY SHALL MEET A. The cabling for voice and data must be Continuous, home run, non - spliced, LATEST EDITION OF THE NFPA FIRE LIFE SAFETY CODES AND SHALL MEET 6. Complete all electrical demolition as required. 500 Mhz or better category 6, 4 pair LITE as applicable. Acceptable ALL CITY AND STATE FIRE MARSHALL REQUIREMENTS. manufacturers include: Berk -Tek, Belden, Lucent or equivalent. 7. Core drilling and patching of existing building structure required for 2. THE FIRE ALARM SYSTEM SCOPE OF WORK SHALL INCLUDE, BUT NOT electrical work. Core drilling shall follow Building Standard procedures B. Data Cable will be colored blue. Voice cable will be Colored white. NECESSARILY BE LIMITED TO THE FOLLOWING: and contractor shall have written approvals from building owner prior to start of any work. C. The terminations at the station locations must be Category 6, T568B (AT &T) A. PROVIDE ALL COSTS FOR LABOR, DESIGN, ENGINEERING, modular RJ45, 8 pin, 8 Conductor, Hubbell, Leviton, or lucent or equivalent CALCULATIONS, SHOP DRAWING, ETC. INCLUDING SUBMISSION OF FINAL 8. Test of entire system and work. jacks, match faceplates to power, color coded for voice and data, match to FIRE ALARM LIFE SAFETY DRAWING TO THE AUTHORITY HAVING cable. Outlets will be securely held in place, JURISDICTION FOR REVIEW AND APPROVAL. 9. Operating, Maintenance and identification instructions manuals, if any. D. Wall mounted patch panels will be provided. B. PROVIDE ALL COSTS FOR LABOR, MATERIAL, INSTALLATION, 10. PERMITS AND FEES: Obtain and pay for all necessary permits, inspec- E. All cables will be labeled with self-laminating abels at each cable end at each g CONNECTION AND EXECUTION OF FIRE LIFE SAFETY ALARM EQUIPMENT, NVIRING SYSTEM, ETC. AS REQUIRED DUE TO THE DEVICES, CONDUIT/WIRING lions, examinations and fees or charges necessary for execution and faceplate that has wiring installed. patch panel location, and each with CONSTRUCTION OF THIS FACILITY. O Completion of electrical work. owner. Coordinate numbering scheme with owner. THE NEW FIRE LIFE SAFETY EQUIPMENT REQUIRED FOR THIS CONTRACT 11. REGULATIONS AND CODES: F. Provide plenum rated cable when required by article NEC 300 -22. SHALL BE BY THE SAME MANUFACTURER. ALL FIRE LIFE SAFETY SYSTEM A. Applicable Codes: National Electric Code (2014) COMPONENT, EQUIPMENT, DEVICES, ETC. LESS WIRING PROVIDED IN THIS Conform to the prevailing edition and amendments thereto of the G. All cable above the ceiling must be tied and property supported with CONTRACT SHALL BE COMPATIBLE FOR SAID ALARM EQUIPMENT USED AT Town of Eagle Electrical Code, pertinent NFPA publications independent hangers. Cable "draped" across ceiling tiles is unacceptable. In THE SITE, AND BE BOTH CFM AND U.L. LISTED FOR SAME. and to the requirements of Federal, State or other City agencies the case of "hard" drywall ceilings, adequate support shall be accomplished having jurisdiction. where reasonably possible. 3. ACCEPTABLE FIRE ALARM SYSTEM MANUFACTURERS ARE SIMPLEX, NOTIFIER, 12. SHOP DRAWINGS AND SUBMITTAL: SILENT KNIGHT & FIRELITE. FIRE ALARM SYSTEMS MUST HAVE PARTS AND SERVICE H. Route cables so as not to exceed 90 meters in length. Bidder will identify any AVAILABLE WITHIN 24 HOURS. A. Contractor shall submit shop drawings for engineer review and approval. cable runs exceeding 90 meters and provide solution to meet the 90 meter q, CONTRACTOR SHALL SUBMIT UNIT PRICES ON F.A. EQUIPMENT AND DEVICES requirement. B. Shop drawing submittal shall include: IN THEIR BID. 1. Lighting fixtures. I. All wiring shall be protected from moving mechanical or physical contacts. 5. PRIOR TO BID, CONTRACTOR SHALL VERIFY NEW FIRE LIFE 2. Panelboard s . () Cabling shall be free from tension at both ends, as well as through out the SAFETY INSTALLATION AND INCLUDE ALL LABOR AND MATERIAL REQUIRED length of the run. Splices and bridge taps with cabling are strictly prohibited. 13. CONDUIT AND WIRE: Wiring is to be run in cable key and conduit where specified. FOR A COMPLETE AND OPERABLE LIFE SAFETY AND SMOKE CONTROL SYSTEM(S). A. CONDUCTOR SIZES AND TYPES: For sizes #1/0 AWG and larger, use J. All connections of twisted wiring shall be made in such a way as to minimize coppper THW or aluminum XHHW. For sizes #1 AWG and smaller, use only the extent in which each twisted pair is unraveled at the point of its physical 6. DRAWINGS HAVE BEEN DEVELOPED FOR BIDDING AND PRICING PURPOSES copper wire with 600V insulation, types TW, THHN, or THW - stranded in termination. No more than .5 inches of exposed untwisted pairs shall be AND ARE DIAGRAMMATIC ONLY. THE CONTRACTOR SHALL WALK THROUGH sizes and larger, solid in sizes #10 and smaller. Control wiring shall be present at these locations. WITH THE AUTHORITY HAVING JURISDICTION TO DETERMINE FINAL FIRE d. Use type THHN for wires entering or passing through fluorescent t sstranded. a ALARM DEVICE LOCATIONS 8 QUANTITIES PRIOR TO FINAL ROUGHIN. lighting fixtures. All motors shall be wired with copper Conductors only. K. Cable bends shall be no less than eight times the cable diameter or 1.00 ". 7. WHEN PERMITTED BY THE AUTHORITY HAVING JURISDICTION, COORDINATE WITH B. MC cable permitted per local Codes. Run hard pipe from panel to local Cables are to be kept a minimum of 6" from power lines, electric motors, PAINTER TO FINISH THE CEILING MOUNTED SMOKE DETECTORS TO MATCH junction box, and ran MC cable from junction box to device. fluorescent fixtures or heat generating devices. RESPECTIVE CEILINGS. REFER TO MANUFACTURER'S INSTRUCTIONS REGARDING ADDITIONAL FINISHES TO THE SPECIFIC PRODUCT. 8. PROVIDE PLENUM RATED CABLE WHEN REQUIRED BY ARTICLE NEC 300 -22. FIRE ALARM CONTROL PANEL BATTERY BACKUP DIALER I EXTERIOR 120V, 1P HORN TELEPHONE I. 2U PVC 0"BELOWGRA STRUCTURED CABLE FIRE ALARM ONE LINE DIAGRAM BURIED 20" BELOW GRADE DISTRIBUTION PANEL CAN NO SCALE PEDESTAL NOTES: 1. ALL WIRE WILL BE SHIELDED. WIRING PER MANUFACTURERS REQUIREMENTS. 2. REFERENCE FLOOR PLANS FOR QUANTITIES. #6 CU G 3. PROVIDE PLENUM RATED WIRE WHERE REQUIRED. 4. FIRE ALARM SYSTEM IS SHOWN AS A DESIGN BUILD SYSTEM. FINAL DESIGN AND CABLETV ONE LINE D I AG RAM METALLIC COLDWATER PIPE DEVICE QUANTITIES ARE BY THE ELECTRICAL CONTRACTOR. NO SCALE GENERAL NOTES ALL SHEETS THE ELECTRICAL CONTRACTOR WILL PROVIDE A WALK THROUGH WITH THE OWNER/ARCHITECT PRIOR TO FINAL ROUGHIN AS FOLLOWS: • CONFIRM ALL LOCATIONS FOR LIGHT SWITCHES; ADD THREE WAYS IF FOUND NECESSARY. • REVIEW RECEPTACLE LOCATIONS; MOVE AS REQUIRED. PROVIDE UNIT PRICING IF ADDITIONAL RECEPTACLES ARE REQUIRED. • REVIEW RECEPTACLE LOCATIONS AT COUNTERS AND CONFIRM IF THOSE RECEPTACLES SHOULD BE ABOVE COUNTER OR BELOW. MOVE AS REQUIRED. IN GENERAL CONFIRM POWER AND LIGHTING REQUIREMENTS. THE ELECTRICIAN SHOULD BE PREPARED TO REWORK SOME DEVICE LOCATIONS. SIGNIFICANT REWORK SHOULD BE FLAGGED AND UNIT PRICING PROVIDED AND WRITTEN AUTHORIZATION FOR ADDITIONAL COSTS APPROVED PRIOR TO PROCEEDING. ROUTE WIRE AT CEILING PARALLEL OR PERPENDICULAR TO STRUCTURE. SECURE TO STRUCTURE AT 4' INTERVALS OR LESS. 23A 24VDC M` f"FK ADA HORN/ ACCESSIBLE CEILNG YY "�� STROBE MAX. '11TH I 15 PER CIRCUIT M I i J Q N M U w1k ` M 0JS CI CIE SHOWN IN THE SAME c i U (00 000 Q)_ L Q ` P STRUCTURED CABLE SINGLE FAN H C I SHUT +80 "AFF OFF M; S`yS /ONAl-E I 0 Z MIN. / #14AWG FIRE ALARM CONTROL PANEL BATTERY BACKUP DIALER I EXTERIOR 120V, 1P HORN TELEPHONE I. 2U PVC 0"BELOWGRA STRUCTURED CABLE FIRE ALARM ONE LINE DIAGRAM BURIED 20" BELOW GRADE DISTRIBUTION PANEL CAN NO SCALE PEDESTAL NOTES: 1. ALL WIRE WILL BE SHIELDED. WIRING PER MANUFACTURERS REQUIREMENTS. 2. REFERENCE FLOOR PLANS FOR QUANTITIES. #6 CU G 3. PROVIDE PLENUM RATED WIRE WHERE REQUIRED. 4. FIRE ALARM SYSTEM IS SHOWN AS A DESIGN BUILD SYSTEM. FINAL DESIGN AND CABLETV ONE LINE D I AG RAM METALLIC COLDWATER PIPE DEVICE QUANTITIES ARE BY THE ELECTRICAL CONTRACTOR. NO SCALE GENERAL NOTES ALL SHEETS THE ELECTRICAL CONTRACTOR WILL PROVIDE A WALK THROUGH WITH THE OWNER/ARCHITECT PRIOR TO FINAL ROUGHIN AS FOLLOWS: • CONFIRM ALL LOCATIONS FOR LIGHT SWITCHES; ADD THREE WAYS IF FOUND NECESSARY. • REVIEW RECEPTACLE LOCATIONS; MOVE AS REQUIRED. PROVIDE UNIT PRICING IF ADDITIONAL RECEPTACLES ARE REQUIRED. • REVIEW RECEPTACLE LOCATIONS AT COUNTERS AND CONFIRM IF THOSE RECEPTACLES SHOULD BE ABOVE COUNTER OR BELOW. MOVE AS REQUIRED. IN GENERAL CONFIRM POWER AND LIGHTING REQUIREMENTS. THE ELECTRICIAN SHOULD BE PREPARED TO REWORK SOME DEVICE LOCATIONS. SIGNIFICANT REWORK SHOULD BE FLAGGED AND UNIT PRICING PROVIDED AND WRITTEN AUTHORIZATION FOR ADDITIONAL COSTS APPROVED PRIOR TO PROCEEDING. ROUTE WIRE AT CEILING PARALLEL OR PERPENDICULAR TO STRUCTURE. SECURE TO STRUCTURE AT 4' INTERVALS OR LESS. PPULLWIRE 4 "C \ MAIN TELE /DATA ROOM TELEPHONE ONE-_ -LINE DIAGRAM NO SCALE #6 CU COLD WATER PIPE (2) RJA51N SINGLE GANG BOX AT 18" AFF UNO TELEPHONE/ COMPUTER ROUGHIN DEMOLITION NOTES: 1. THE ELECTRICAL CONTRACTOR SHALL REMOVE ALL WIRING DEVICES, LIGHT FIXTURES, ETC., WHICH ARE INDICATED TO BE REMOVED. IN GENERAL, SYMBOLS WHICH ARE SHOWN ON DEMOLITION PLANS INDICATE DEVICES WHICH ARE EXISTING, AND WHICH ARE TO REMAIN. SYMBOLS WHICH ARE SHOWN ON THE PLANS AND WHICH HAVE AN (N) ADJACENT, INDICATE NEW DEVICES. SYMBOLS WHICH HAVE AN (RL) ADJACENT, INDICATE DEVICES WHICH ARE TO BE RELOCATED. SYMBOLS WHICH HAVE AN (R) ADJACENT, INDICATE DEVICES WHICH ARE TO BE REMOVED. SYMBOLS WHICH HAVE AN fEEJ ADJACENT, INDICATE DEVICES WHICH ARE TO REMAIN AS EXISTING. SEE RESPECTIVE LIGHTING OR POWER PLANS. DEVICES WHICH ARE TO BE REMOVED OR ARE EXISTING MAY REQUIRE REWORKING CONDUIT AND WIRING IN ORDER TO MAINTAIN SERVICE TO OTHER DEVICES. IF REMOVED DEVICES ARE ON WALLS OR CEILINGS WHICH ARE TO REMAIN, BLANK COVER PLATES ARE TO BE INSTALLED ON OUTLET BOXES. 2. WHERE REMODELING INTERFERES WITH CIRCUITS IN AREAS WHICH ARE OTHERWISE UNDISTURBED, CIRCUITS SHALL BE REWORKED AS REQUIRED. & EXISTING DEVICES AND CIRCUITING WHICH ARE SHOWN ARE INDICATED ONLY FOR INFORMATIONAL PURPOSES. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY CONDITIONS AS THEY EXIST AND SHALL REMOVE, RELOCATE AND /OR REWORK ANY ELECTRICAL EQUIPMENT OR CIRCUITS AFFECTED (WHETHER INDICATED OR NOT) DUE TO REMOVAL OR REWORKING OF EXISTING WALLS, CEILINGS, ETC. THE ELECTRICAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL WORK TO BE DONE BY OTHER TRADES BY STUDYING THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND PLUMBING DRAWINGS. 4. COORDINATE THE ROUTING OF ALL CONDUITS WITH THE MECHANICAL AND PLUMBING CONTRACTORS IN ORDER TO AVOID CONFLICTS WITH DUCTS, PIPES, ETC. 5. ALL EQUIPMENT, LUMINAIRES, DEVICES, ETC., WHICH ARE REMOVED, SHALL BE DELIVERED TO THE OWNER FOR DISPOSITION. ALL ITEMS WHICH ARE REMOVED AND NOT WANTED BY THE OWNER AND WHICH ARE NOT REUSED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. 6. THE COST OF CUTTING AND PATCHING NECESSARY FOR THE INSTALLATION OR REMOVAL OF ELECTRICAL WORK SHALL BE INCLUDED IN THE ELECTRICAL CONTRACT. COORDINATE WITH THE GENERAL CONTRACTOR. 7. THE ELECTRICAL CONTRACTOR SHALL REMOVE AND REPLACE LIGHTING FIXTURES, REWORK, RELOCATE OR REPLACE CONDUIT AND WIRING, AND DO OTHER WORK REQUIRED BY THE INSTALLATION OF NEW DUCTWORK, PIPING, ETC., ABOVE EXISTING CEILING. COORDINATE WITH OTHER CONTRACTORS AND VERIFY THE EXTENT OF THE WORK. 8. ALL LIGHT FIXTURES WHICH ARE INDICATED TO BE RELOCATED SHALL BE CLEANED, RELAMPED AND RELOCATED IN LOCATION INDICATED ON ELECTRICAL DRAWINGS. 9. THE ELECTRICAL CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM THE OWNER (30) CALENDAR DAYS PRIOR TO ANY OUTAGE. STUB UP TO ABOVE (b O U_ ACCESSIBLE CEILNG (I).- U) fn U) C OC yCD O V Cro> +80 AFF E rn.�� N�U a) rV s- i +U) I 0) > J Q N M U w1k WHERE TWO ARE C, ` WL W 0JS CI CIE SHOWN IN THE SAME c i U (00 000 Q)_ L Q LOCATION, PROVIDE Q b STRUCTURED CABLE SINGLE a DISTRIBUTION PANEL G NG BON GANG BOX, FED BY +80 "AFF OOO (4#CAT6)1 "C. S`yS /ONAl-E (2 #CAT 6) 3/4 "C 0 Z PLENUM RATED WIRE / J Lu WHEN REQUIRED S PPULLWIRE 4 "C \ MAIN TELE /DATA ROOM TELEPHONE ONE-_ -LINE DIAGRAM NO SCALE #6 CU COLD WATER PIPE (2) RJA51N SINGLE GANG BOX AT 18" AFF UNO TELEPHONE/ COMPUTER ROUGHIN DEMOLITION NOTES: 1. THE ELECTRICAL CONTRACTOR SHALL REMOVE ALL WIRING DEVICES, LIGHT FIXTURES, ETC., WHICH ARE INDICATED TO BE REMOVED. IN GENERAL, SYMBOLS WHICH ARE SHOWN ON DEMOLITION PLANS INDICATE DEVICES WHICH ARE EXISTING, AND WHICH ARE TO REMAIN. SYMBOLS WHICH ARE SHOWN ON THE PLANS AND WHICH HAVE AN (N) ADJACENT, INDICATE NEW DEVICES. SYMBOLS WHICH HAVE AN (RL) ADJACENT, INDICATE DEVICES WHICH ARE TO BE RELOCATED. SYMBOLS WHICH HAVE AN (R) ADJACENT, INDICATE DEVICES WHICH ARE TO BE REMOVED. SYMBOLS WHICH HAVE AN fEEJ ADJACENT, INDICATE DEVICES WHICH ARE TO REMAIN AS EXISTING. SEE RESPECTIVE LIGHTING OR POWER PLANS. DEVICES WHICH ARE TO BE REMOVED OR ARE EXISTING MAY REQUIRE REWORKING CONDUIT AND WIRING IN ORDER TO MAINTAIN SERVICE TO OTHER DEVICES. IF REMOVED DEVICES ARE ON WALLS OR CEILINGS WHICH ARE TO REMAIN, BLANK COVER PLATES ARE TO BE INSTALLED ON OUTLET BOXES. 2. WHERE REMODELING INTERFERES WITH CIRCUITS IN AREAS WHICH ARE OTHERWISE UNDISTURBED, CIRCUITS SHALL BE REWORKED AS REQUIRED. & EXISTING DEVICES AND CIRCUITING WHICH ARE SHOWN ARE INDICATED ONLY FOR INFORMATIONAL PURPOSES. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY CONDITIONS AS THEY EXIST AND SHALL REMOVE, RELOCATE AND /OR REWORK ANY ELECTRICAL EQUIPMENT OR CIRCUITS AFFECTED (WHETHER INDICATED OR NOT) DUE TO REMOVAL OR REWORKING OF EXISTING WALLS, CEILINGS, ETC. THE ELECTRICAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL WORK TO BE DONE BY OTHER TRADES BY STUDYING THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND PLUMBING DRAWINGS. 4. COORDINATE THE ROUTING OF ALL CONDUITS WITH THE MECHANICAL AND PLUMBING CONTRACTORS IN ORDER TO AVOID CONFLICTS WITH DUCTS, PIPES, ETC. 5. ALL EQUIPMENT, LUMINAIRES, DEVICES, ETC., WHICH ARE REMOVED, SHALL BE DELIVERED TO THE OWNER FOR DISPOSITION. ALL ITEMS WHICH ARE REMOVED AND NOT WANTED BY THE OWNER AND WHICH ARE NOT REUSED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. 6. THE COST OF CUTTING AND PATCHING NECESSARY FOR THE INSTALLATION OR REMOVAL OF ELECTRICAL WORK SHALL BE INCLUDED IN THE ELECTRICAL CONTRACT. COORDINATE WITH THE GENERAL CONTRACTOR. 7. THE ELECTRICAL CONTRACTOR SHALL REMOVE AND REPLACE LIGHTING FIXTURES, REWORK, RELOCATE OR REPLACE CONDUIT AND WIRING, AND DO OTHER WORK REQUIRED BY THE INSTALLATION OF NEW DUCTWORK, PIPING, ETC., ABOVE EXISTING CEILING. COORDINATE WITH OTHER CONTRACTORS AND VERIFY THE EXTENT OF THE WORK. 8. ALL LIGHT FIXTURES WHICH ARE INDICATED TO BE RELOCATED SHALL BE CLEANED, RELAMPED AND RELOCATED IN LOCATION INDICATED ON ELECTRICAL DRAWINGS. 9. THE ELECTRICAL CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM THE OWNER (30) CALENDAR DAYS PRIOR TO ANY OUTAGE. 0 N (b O U_ M O OU (I).- U) fn U) C OC yCD O V Cro> l7 -0 f�E �0 E rn.�� N�U a) rV s- i +U) I 0) > J Q N M U w1k _ 062 .r Cc off .. D CD C f6 C, ` WL W 0JS CI CIE W -C U) III _3 c i U (00 000 Q)_ L Q i ccy C00 G ¢ It Q b O DO O a aPO0 REGISl O H, OOO S`yS /ONAl-E 0 Z 0 J J Lu D Q O O U • /WU O V W U w ry LU - l /.J V W AEC PROJECT #: 15073 DATE: ISSUE: 07 -22 -15 PROGRESS 08 -14 -15 PRICING SET 08 -17 -15 PROGRESS 08 -20 -15 UPDATED PRICING 03 -21 -16 PERMIT Drawn By: Checkatl By: CTL SOH ELECTRICAL LEGEND, SPECS, & DETAILS SCALE: NONE E1.0 1 of 4 0 COPMIGIT W15 ARCHECIURAL DONEERNO CONSULTNITS. INC.- GENERAL NOTES: 1. REMOVE ALL DEVICES THAT ARE NOT BEING USED IN THE NEW LAYOUT. REMOVE JUNCTION BOX AND WIRING IF ABLE AND PATCH DRYWALL. IF UNABLE TO REMOVE JUNCTION BOX AND WIRING, PROVIDE BLANK FACEPLATE TO COVER UN -USED JUNCTION BOX. HUMAN RESOURCES (INTERIOR LAYOUT NOT SHOWN) 5- n F3 n n Y Y Y I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I n O3 W (R)� I no COMMUNI(.= COMMUNICATIONS1 4FF - EDITING (RID: EOIUIPMENT b (R) f19 +5'AF 4 •' R) O O ) (R) ( J � J J At r%CRAA MI A, ki SCALE: 1/4" = 1'0" IT OFFICE 7 (R) (R) IT OFFICE 3 R GMOLD 12 (R) (R) (R) (I) (R) J c......:::a. OPEN WORK AREA sloped truss height 6' -7 1/4" @ S -0" spacing PRINTER (E) W 10 0 N 0D A. N O OU nCD o (R) (R) IT OFFICE 3 R GMOLD 12 (R) (R) (R) (I) (R) J c......:::a. OPEN WORK AREA sloped truss height 6' -7 1/4" @ S -0" spacing PRINTER (E) W 10 0 N 0D o y 'o U_ N O OU nCD o V mOQo a�avuuiE 0 O 04 W F m.0 N co U -O N V' _ ` • Or.n _ U U) O CU _� CD JQNM U ad .. CD � O � U ` WL W O J S C L- W.r_.�F _3 c.) U (07 CO O CD_ V L Q i y C00 It X Q � O m 0 a aPp0 REGISl 0 H ✓� c�',GO OOO J) 4m O " S`SS /ONAt-E 0 Z 0 J J W D Q O O U b V U w � ~ .j V W AEC PROJECT #: 15073 DATE: ISSUE: 07 -22 -15 PROGRESS 08 -14 -15 PRICING SET 08 -17 -15 PROGRESS 08 -20 -15 UPDATED PRICING 03 -21 -16 PERMIT Drawn By: Checkatl By: CTL SOH DEMO POWER & SYSTEMS PLAN SCALE 1/4" = T -0" FE2'0 2 of 4 �., 15 4RCWIECIUR4L ENONEERWG OCNDJUMM.. INC .— GENERAL NOTES: 1. ALL DATA CONNECTIONS /PORTS SHALL BE TESTED AND FULLY FUNCTIONAL. 2. USE TYPE'B' DATA CONNECTIONS. 10 F! SHEET DETAIL NOTES: 1O PROVIDE ANNUNCIATOR CONNECTED TO OFFICE PHONE SYSTEM. O2 RELOCATE EXISTING CIRCUITS TO FEED EQUIPMENT THAT HAS BEEN MOVED. COORDINATE LOCATION WITH OWNERS PRIOR TO ROUGH -IN. O3 PROVIDE LEVITON 688, OR EQUIVALENT, SINGLE RECESSED RECEPTACLE WITH HOOK. COORDINATE FINISH COLOR AND LOCATION T "rWITi1 OWNER PRIOR TO ROUGH -IN. PUBLIC SPACE MATRIX HUMAN C!_ (INTERIOR LAYOUT OUT NOT ERD -35 VESTIBULE IT OFFI( 1 (JON) 0 ( �� l 0 HELP DESK ERD -40 CUBICLE 2 IA) (ROB) AC GFI H A I )AY F3 l ERD -37 W OPEN WORK AREA 7 CUBICLE 37 (KEITH) EI ER AC GFI`I THIS SPACE 74 rERD EL WILL NOT BE A CHANGED GF EL SERVER ROOM KITCHENETTE ® R TER COOLER 1 RIDGE W CUBICLE 4 (LAB AREA) HALLWAY 2 (E) I I PROJECT: EGE BUILDING IT PROJECTM 15073 MOUNTING: SURFACE TYPE: EXISTING 0 N 0D ch O y rn l0 U_ N O PANEL ERD c OC y0 O O)OQO U CE N In 0 O PHASE O0)V'_ ' V 0) " I,- - U O cu _� JQNM .. c CD � U � O `WL W 0 CL a) N :LQ W:5U)75 3 co U U CO) 000 DESCRIPTION A B C BKR P CIR CIR P BKR 000 s S`SS /ONAL E Z 0 J J W D 0 0 m O U LIGHTS 1200 U w 20 ~ 1 1 2 1 20 i RECEPTACLES DATE: 900 07 -22 -15 20 08 -14 -15 1 3 4 1 20 RECEPTACLES PERMIT 900 20 1 5 6 1 20 RECEPTACLES 900 SYSTEMS PLAN 20 Ell 3 of 4 1 7 8 1 20 i RECEPTACLES 900 20 1 9 10 1 20 RECEPTACLES 900 20 1 11 12 1 20 RECEPTACLES 900 20 1 13 14 1 20 E RECEPTACLES 900 20 1 15 16 1 20 RECEPTACLES 900 20 1 17 18 1 20 RECEPTACLES 900 20 1 19 20 1 20 E RECEPTACLES 900 20 1 21 22 1 30 RECEPTACLES 900 20 1 23 24 1 30 RECEPTACLES 900 20 1 25 26 1 20 E PLUG MOLD 1280 20 1 27 28 2 50 PLUGMOLD 1280 20 1 29 30 FRIDGE 0 20 1 31 32 1 20 E WATERMACHINE 750 20 1 33 34 1 20 PRINTER 0 20 13b 11 izu OFFICES 10 1 20 1 37 38 1 20 i OFFICES 0 20 1 39 40 1 20 CUBICLES 0 20 1 41 42 1 20 LOAD CALCULATION SUMMARY CALCULATED POWER FACTOR: 0.94 CONNECTED LOAD LIGHTING /CONTINUOUS 1200 RECEPTACLES 23260 MECHANICAL 12500 KITCHEN 0 TOTAL 36960 CONNECTED AMPS 3 64 35 0 102 DEM IT OFFICE I F CUBICLE 5 (DAVID) V-' THIS SPAC WILL NOT E C}1ANGED IT DIRECTOR'S OFFICE (SCOTT) CONFERENCE ROOM 6 TT) ILI 10 0 N 0D ch O y rn l0 U_ N O QU U U) Tn U) c OC y0 O O)OQO U CE N In 0 O O Cc:) rn.L-Nco 0 O0)V'_ ' V 0) " I,- - U O cu _� JQNM .. c CD � U � O `WL W 0 CL a) N :LQ W:5U)75 3 co U U CO) 000 CIS Q �_ i y C00 ¢-It Q W X O m O a aPp0 REGISl O HL� F,PO 000 s S`SS /ONAL E Z 0 J J W D 0 0 m O U rwnn O V U w Lu ~ J W AEC PROJECT #: 15073 DATE: ISSUE: 07 -22 -15 PROGRESS 08 -14 -15 PRICING SET 08 -17 -15 PROGRESS 08 -20 -15 UPDATED PRICING 03 -21 -16 PERMIT Drawn By: Cneckea By: CTL SOH POWER & SYSTEMS PLAN SCALE 1/4" = 1' -0" Ell 3 of 4 O COPYRNT W5 ARNIRCNRAL BOKERM O LTMM. NC.— GENERAL NOTES: 1. REVIEW CONDITION OF EXISTING LIGHT FIXTURES PRIOR TO INSTALL. IF ANY FIXTURES ARE DAMAGED, PROVIDE NEW FIXTURE TO MATCH EXISTING. 2. RECONNECT LIGHTS TO EXISTING LIGHTING CIRCUITS. RE -WORK CIRCUITS AS NECESSARY. 3. TEST EXISTING FIRE ALARM SYSTEM TO DETERMINE IF THE NUMBER OF NEW DEVICES CAN ADDED TO THE SYSTEM. IF NEW DEVICES CANNOT BE ADDED, COORDINATE UPDATE REQUIREMENTS WITH MANUFACTURER AND PROVIDE TO OWNER. SHEET DETAIL NOTES: 1O PROVIDE LED STRIP LIGHT WITH CHANNEL UNDERCOUNTER IN KITCHEN. COORDINATE INSTALLATION IN FIELD PRIOR TO ROUGH -IN. LUMINAIRE SCHEDULE TYPE DESCRIPTION MANUFACTURER ICATALOG NUMBER MOUNTING NO LAMP VOLTS DIMENSIONS REMARKS A 2X2 LED TROFFER US LED GTR- 22 -50-0-PUB W/ MARK 7 DIMMING RECESSED 1 45W LED 5000K 2'X2' X22/5" RE -USE EXISTNG LIGHT CIRCUITS. COORDINATE VOLTAGE REQUIRED B 8" DIA RECESSED DWNLIGHT EXISTING EXISTING RECESSED EXISTING F 3 MATCH ANY NEW FIXTURES TO EXISTING B2 8" DIA RECESSED DWNLIGHT LED RETROFIT FIXTURE LITHONIA RV850 /20- ROB-WR- RECESSED 1 26W LED 5000K 26W LED 3500K PROVIDE ROUGH -IN FRAMEKIT C SUSPENDED CFL CYLINDER EXISTING EXISTING SUSPENDED EXISTING aPp0 REGISl MATCH ANY NEW FIXTURES TO EXISTING D LED STRIP LIGHT PARADIGM LED PL-FLEX400 -W W -1 NT -24 W/ LED -CHI SURFACE I 1 2.5 W /FT 24 5 /16 "W X 1 /B "D PROVIDE MOUNTING CHANNEL FOR LED STRIP LIGHT, COORD CHANNEL TYPE WITH OWNER THE ELECTRICAL CONTRACTOR SHALL PROVIDE FIRE TENTING TO MAINTAIN FIRE RATINGS FOR ALL RECESSED FIXTURES LOCATED IN FIRE RATED ASSEMBLIES. BACKBOXES FOR NON -IC RATED FUCRIRES MUST HAVE 3" CLEARANCE BETWEEN FUCTURE HOUSING AND INSIDE SURFACES OF BACKBOXES. BACK BOXES FOR IC -RATED FIXTURES MAYBE TIGHT TO FUCTURE HOUSING. LIGHTING PLAN SCALE: 1/4" = 1'0" 0 N 0D ch O U_ E6O QU U U) Tn U) C C: C(D o D) 0 > U 04 U7 cc') � O W rn.�N�U r- 0) V _ ` • 0) cu �_ JUUn QNrn6 , C � O `WL W 0 CL yJ2 N :LQ U) F 3 co (� U C07 00 �_ L Q i y C� 00 Q W X O m 0 a aPp0 REGISl O HL� F,PO 000 s S`SS /ONAL E Z 0 J J W D 0 0 O U w O W U r' w Lu ~ J Q W AEC PROJECT #: 15073 DATE: ISSUE: 07 -22 -15 PROGRESS 08 -14 -15 PRICING SET 08 -17 -15 PROGRESS 08 -20 -15 UPDATED PRICING 03 -21 -16 PERMIT Drawn By: Cneckea By: CTL SOH LIGHTING PLAN SCALE 1 /4" = 1' -0" E3.0 4 of 4 O COPYRNT W5 ARNIRCNRAL BOKERNOO LTMM. NC.— EXHIBIT D GENERAL CONDITIONS TO CONSTRUCTION AGREEMENT ARTICLE 1 — DEFINITIONS Wherever used in these General Conditions or in the other Contract Documents, the following terms have the meanings indicated which are applicable to both the singular and plural thereof: ADDENDA: Written or graphic instruments issued prior to the opening and review of Proposals which clarify, correct, or change the bidding documents or the Contract Documents. AGREEMENT: The written agreement between OWNER and CONTRACTOR covering the Work to be performed; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. APPLICATION FOR PAYMENT: Applications for payment must be made on AIA G702 and G 703 in written or electronic form. The form accepted by OWNER which is to be used by CONTRACTOR in requesting progress or final payment, and which is to include such supporting documentation as is required by the Contract Documents. ARCHITECT: Menendez Architects, or such other professional architect, or group or association of professional corporation of such approved professional architects, engineers and consultants, who have contracted with OWNER to accomplish the architectural and engineering services necessary for the Work. BONDS: Performance and payment bonds and other instruments of security. CHANGE ORDER: A written order to CONTRACTOR signed by OWNER authorizing an addition, deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract Time issued after the effective date of the Agreement to be signed by both Owner and Contractor. COLORADO LABOR: means as provided in C.R.S. 8 -17 -101 et. seq. CONTRACT DOCUMENTS: Those documents set forth in Article 7 of the Agreement. CONTRACT PRICE: The monies payable by OWNER to CONTRACTOR under the Contract Documents as stated in the Agreement. CONTINGENCY: means the set percentage, or stipulated sum, of the construction contract amount budgeted for unforeseen conditions or emergencies. Any expenditure of Contingency must be expressly approved by OWNER. CONTRACT TIME: The number of days (computed as provided in these General Conditions), or the date stated in the Agreement for the completion of the Work. CONTRACTOR: The person, firm, or corporation with whom OWNER has entered into the Agreement. COST: means the total cost of labor, materials, provisions, supplies, fees, tests, expenses, equipment rentals, equipment purchases, insurance, supervision, engineering, clerical and accounting services, the value of the use of equipment and reasonable estimates of other administrative costs which may be reasonably apportioned to this Project to complete in accordance with this Contract. DAY: A calendar day of twenty -four hours measured from midnight to the next midnight. DEFECTIVE: An adjective which, when modifying the word "Work," refers to Work that is unsatisfactory, faulty or deficient, or does not meet the requirements of any inspection, test, or approval referred to in the Contract Documents, or has been damaged prior to ARCHITECT'S recommendation of final payment or prior to the guarantee period under paragraph 13.12 or prior to the expiration of any applicable statute of limitations. DRAWINGS: Graphic and pictoral portions of the Contract Documents which show the character and scope of the Work to be performed including design, location and dimension of the Work including plans, elevations, sections, details, schedules and diagrams, and which have been prepared or approved by ARCHITECT, and are referred to in the Contract Documents. EFFECTIVE DATE OF THE AGREEMENT: The date indicated in the Agreement on which it becomes effective, but, if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. ENGINEER: The person, firm or corporation to be identified by OWNER. The ENIGINEER may be a department employee of OWNER who may perform all or some of the duties of ENGINEER, but in such case shall exercise his duties in conformance with the standards applicable to independent professional engineers. FIELD ORDER: A written order issued by ARCHITECT or OWNER which orders minor changes in the Work in accordance with paragraph 10.2, but which does not involve a change in the Contract Price or the Contract Time. GUARANTEED MAXIMUM PRICE: means that maximum amount for which the Work will be accomplished. MODIFICATION: (a) A written amendment of the Contract Documents signed by both parties, or (b) a change order. The Contract Documents may only be amended by a modification. A modification may only be issued after the effective date of the Agreement. The Contract Documents only create a contractual relationship between Owner and Contractor. NOTICE OF AWARD: The written notice by OWNER to the apparent successful bidder stating that upon compliance by the apparent Successful Proposer with the conditions precedent enumerated therein, within the time specified, OWNER will sign and deliver the Agreement. NOTICE TO PROCEED: A written notice given by OWNER to CONTRACTOR (with a copy to ARCHITECT) fixing the date on which the Contract Time will commence to run, and on which CONTRACTOR shall start to perform his obligations under the Contract Documents. OWNER: The public body or authority, corporation, association, partnership, or individual with whom CONTRACTOR has entered into the Agreement, and for whom the Work is to be provided. OWNER'S REPRESENTATIVE: The Owner's Representative is the Eagle County Project Management Department and Rick Ullom or his designee. PROJECT: The "Eagle County Main Administrative Building" remodel. The total construction of which the Work to be provided under the Contract Documents may be the whole or a part, as indicated elsewhere in the Contract Documents. PROPOSAL: The offer or proposal of the Proposer submitted on the prescribed form setting forth the prices for the Work to be performed. SHOP DRAWINGS: All drawings, diagrams, illustrations, schedules, and other data which are specifically prepared by CONTRACTOR, a subcontractor, manufacturer, fabricator, supplier, or distributor to illustrate some portion of the work, and all illustrations, brochures, standard schedules, performance charts, instructions, diagrams, and other information prepared by a manufacturer, fabricator, supplier, or distributor and submitted by CONTRACTOR to illustrate material or equipment for some portion of the Work. SPECIFICATIONS: Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards, and workmanship as applied to the Work and certain administrative details applicable thereto. SUBSTANTIAL COMPLETION: The Work (or a specified part thereof) has progressed to the point where, in the opinion of ARCHITECT with concurrence of OWNER as evidenced by his definitive certificate of substantial completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it was intended; or if there be no such certificate issued, when a Temporary Certificate of Occupancy is issued by the Building Permit Official or when final payment is due in accordance with paragraph 14.13. The terms "substantially complete" and "substantially completed" as applied to any Work refer to substantial completion thereof. WORK: The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work is the result of performing services, furnishing and incorporating materials and equipment into all construction, all as required by the Contract Documents or reasonably inferable therefrom and includes all labor, materials, equipment and services provided or to be provided by CONTRACTOR or to fulfill CONTRACTOR'S obligations. ARTICLE 2 — PRELIMINARY MATTERS DELIVERY OF BONDS 2.1 When Contractor delivers the executed Agreement to OWNER, CONTRACTOR shall also deliver to OWNER such bonds as CONTRACTOR may be required to furnish in accordance with paragraph 5.1. COPIES OF DOCUMENTS: 2.2 OWNER shall furnish to CONTRACTOR up to two (2) copies (unless otherwise specified in the Contract Documents) of the Contract Documents as are reasonable necessary for the execution of the Work. Additional copies will be furnished, upon request, at the cost of reproduction. COMMENCEMENT OF CONTRACT TIME; NOTICE TO PROCEED: 2.3 The Contract Time will commence upon issuance of a Notice to Proceed. A Notice to Proceed may be given at any time within thirty (30) days after the effective date of the Agreement. STARTING THE PROJECT: 2.4 CONTRACTOR shall start to perform the Work on the date when the Contract Time commences to run, but no Work shall be done at the site prior to the date on which the Contract Time commences to run. BEFORE STARTING CONSTRUCTION: 2.5 Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. CONTRACTOR shall promptly report in writing to ARCHITECT and OWNER any conflict, error, or discrepancy which CONTRACTOR may discover; however, CONTRACTOR shall not be liable to OWNER or ARCHITECT for failure to report any conflict, error, or discrepancy in the Drawings or Specifications, unless CONTRACTOR had actual knowledge thereof, or should reasonably have known thereof. 2.6 Within ten (10) days after the effective date of the Agreement (unless otherwise specified in the Contract Documents) CONTRACTOR shall submit to ARCHITECT and OWNER for review and acceptance an estimated progress schedule indicating the starting and completion dates of the various stages of the Work, a preliminary schedule of shop drawings submissions, and a preliminary schedule of values of the Work. 2.7 Before any Work at the site is started, CONTRACTOR shall deliver to OWNER, with a copy to ARCHITECT, certificates of insurance (and other evidence of insurance requested by OWNER) which CONTRACTOR is required to purchase and maintain in accordance with Article 5 hereof. PRE- CONSTRUCTION CONFERENCE: 2.8 Within twenty (20) days after the effective date of the Agreement, but before CONTRACTOR starts the Work at the site, a conference will be held for review and acceptance of the schedules referred to in paragraph 2.6, to establish procedures for handling shop drawings and other submittals, and for processing applications for payment, and to establish a working understanding among the parties as to the Work. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT AND REUSE INTENT: 3.1 The Contract Documents comprise the entire agreement between OWNER and CONTRACTOR concerning the Work. They may be altered only by a Modification. 3.2 The Contract Documents are complementary; what is called for by one is as binding as if called for by all. If during the performance of the Work, CONTRACTOR finds a conflict, error, or discrepancy in the Contract Documents, he shall report it to ARCHITECT and OWNER in writing at once and before proceeding with the Work affected thereby; however, CONTRACTOR shall not be liable to OWNER or ARCHITECT for failure to report any conflicts, error, or 4 discrepancy in the Specifications or Drawings unless CONTRACTOR had actual knowledge thereof, or should reasonably have known thereof. 3.3 The Contract documents include those documents set forth in Article 7 of the Agreement. 3.4 It is the intent of the Specifications and Drawings to describe a complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any Work that may reasonably be inferred from the Specifications or Drawings as being required to produce the intended result shall be supplied whether or not it is specifically called for. When words which have a well - known technical or trade meaning are used to describe work, materials, or equipment, such words shall be interpreted in accordance with such meaning. References to codes of any technical society, organization, or association, or to the code of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual, or code in effect at the time of opening of Proposals (or on the effective date of the agreement if there were no Proposals), except as may be otherwise specifically stated. However, no provision of any referenced standard specification, manual, or code (whether or not specifically incorporated by reference in the contract documents) shall change the duties and responsibilities of OWNER, CONTRACTOR, or ARCHITECT, or any of their agents or employees from those set forth in the Contract Documents. Clarifications and interpretations of the Contract Documents shall be issued by ARCHITECT with concurrence of OWNER as provided for in paragraph 9.3. 3.5 The Contract Documents will be governed by the law of the place of the Project. REUSE OF DOCUMENTS: 3.6 Neither CONTRACTOR nor any Subcontractor, manufacturer, fabricator, supplier, or distributor shall have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of ARCHITECT; and they shall not reuse any of them on extensions of the Project, or any other project, without written consent of OWNER and ARCHITECT, and specific written verification or adaptation by ARCHITECT. ARTICLE 4 — AVAILABILITY OF LANDS; PHYSICAL CONDITIONS; REFERENCE POINTS AVAILABILITY OF LANDS: 4.1 OWNER shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be performed, rights -of -way for access thereto, and such other lands which are designated for the use of CONTRACTOR. Easements for permanent structures, or permanent changes in existing facilities, will be obtained and paid for by OWNER, unless otherwise provided in the Contract Documents. If CONTRACTOR believes that any delay in OWNER'S furnishing these lands or easements entitles him to an extension of the Contract Time, CONTRACTOR may make a claim therefore as provided in Article 12. CONTRACTOR shall provide for all additional lands and access hereto that may be required for temporary construction facilities or storage of materials and equipment. PHYSICAL CONDITIONS — INVESTIGATIONS AND REPORTS: 4.2 Reference is made to the supplementary conditions for identification of those reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting cost, progress, or performance of the Work which have been relied upon by ARCHITECT in the preparation of the drawings and specifications. Such reports are not part of the Contract Documents with the exception of any reports identified in Article 7 of the Agreement. UNFORESEEN PHYSICAL CONDITIONS: 4.3 CONTRACTOR shall promptly notify OWNER and ARCHITECT in writing of any subsurface or latent physical conditions at the site or in an existing structure differing materially from those indicated or referred to in the Contract Documents. ARCHITECT will promptly review those conditions and advise OWNER in writing if further investigation or tests are necessary. Promptly thereafter, OWNER may obtain the necessary additional investigations and tests, and furnish copies to ARCHITECT and CONTRACTOR. If ARCHITECT and OWNER find that the results of such investigations or tests indicate that there are subsurface or latent physical conditions which differ materially from those intended in the Contract Documents, and which could not reasonably have been anticipated by CONTRACTOR, a change order may be issued incorporating the necessary revisions as agreed upon by the parties. REFERENCE POINTS: 4.4 OWNER shall provide engineering surveys for construction to establish reference points which in his judgment are necessary to enable CONTRACTOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work (unless otherwise specified herein), shall protect and preserve the established reference points, and shall make no changes or relocations without the prior written approval of OWNER. CONTRACTOR shall report to ARCHITECT and OWNER whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for replacement or relocation of such reference points by professional qualified personnel. ARTICLE 5 — BONDS AND INSURANCE PERFORMANCE AND OTHER BONDS 5.1 CONTRACTOR shall furnish performance and payment bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACTOR'S obligations under the Contract Documents. These bonds shall remain in effect at least until two years after the date of final payment, except as otherwise provided by law. CONTRACTOR shall also furnish other bonds as are required by the Contract Documents. All bonds shall be in the forms prescribed by the Contract Documents, and be executed by such sureties as (a) are licensed to conduct business in the state where the project is located, and (b) are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff Bureau of Accounts, U.S. Treasury Department. All bonds signed by an agent must be accompanied by a certified copy of the authority to act. 5.2 If the surety on any bond furnished by CONTRACTOR is declared bankrupt, or becomes insolvent, or its right to do business is terminated in any state where any part of the project is located, or it ceases to meet the requirements of clauses (a) and (b) of paragraph 5. 1, CONTRACTOR shall within five days thereafter substitute another bond and surety, both of which shall be acceptable to OWNER. INSURANCE: 5.3 CONTRACTOR'S Liability Insurance: The CONTRACTOR shall purchase and maintain such insurance as will protect him from claims set forth below which may arise out of or result from the CONTRACTOR'S operations under the Agreement, whether such operations be by himself, or by any Subcontractor, or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable. All such insurance shall remain in effect until final payment, and at all times thereafter when CONTRACTOR may be correcting, removing, or replacing defective Work in accordance with paragraph 13.12. In addition, CONTRACTOR shall maintain such completed operations insurance for at least two years after final payment, and furnish OWNER with evidence of continuation of such insurance at final payment and one year thereafter. 5.3.1 Claims under Workmen's Compensation, disability benefits, and other similar employee benefit acts; 5.3.2 Claims for damage because of bodily injury, occupational sickness or disease, or death of his employees, and claims insured by usual personal injury liability coverage; 5.3.3 Claims for damage because of bodily injury, sickness or disease, or death of any person other than his employees, and claims insured by usual personal injury liability coverage; 5.3.4 Claims for damages because of injury to or destruction of tangible property, including loss of use resulting therefrom. Workmen's Compensation insurance shall provide coverage as required by the laws of the State of Colorado. Insurance covering claims for damages to persons or property required by the preceding paragraph (except subparagraph 5.3. 1) shall be in the following minimum amounts: Bodily Injury Liability: Each Person: $1,000,000 Each Accident or Occurrence: $2,000,000 Property Damage Liability: Each Accident or Occurrence: $1,000,000 Aggregate: $2,000,000 Products and completed operations aggregate $1,000,000 Employers Liability, including Occupational Disease $500,000 Any one fire $50,000 If any aggregate limit is reduced below $1,000,000 because of claims made or paid, CONTRACTOR shall immediately obtain additional insurance to restore the full aggregate limit and furnish to OWNER a certificate or other document satisfactory to OWNER showing compliance with this provision. Said insurance shall be furnished in types specified as follows: 5.3.5 CONTRACTOR'S Commercial General Liability Insurance issued to and covering the liability for damage imposed by law upon the CONTRACTOR and each Subcontractor with respect to all Work performed by them under the Agreement and covering premises operations, fire damage, independent contractors, products and completed operations, blanket general liability, personal injury, and advertising liability. 5.3.6 CONTRACTOR'S Protective Liability Insurance issued to and covering the liability for damages imposed by law upon the CONTRACTOR and each Subcontractor with respect to all Work under the Agreement performed for the CONTRACTOR by Subcontractors. 5.3.7 Completed Operations Liability Insurance issued to and covering the liability for damage imposed by law upon the CONTRACTOR and each Subcontractor arising between the date of final cessation of the Work, and the date of final acceptance thereof out of that part of the Work performed by each. 5.3.8 Comprehensive Automobile Insurance covering any auto (including owned, hired and non -owned autos) shall be carried with a minimum limit of $1,000,000.00 each accident combined single limit. All liability and property damage insurance required hereunder shall be Comprehensive General and Automobile Bodily Injury and Property Damage form of policy. 5.3.9 Employer's Liability Insurance covering all of CONTRACTOR's and any Subcontractor's employees acting within the course and scope of their employment. 5.3.10 The CONTRACTOR shall in addition, and in the amounts required under the above, obtain Protective Liability Insurance issued to and covering the liability for damages imposed by law upon the OWNER with respect to all operations under the Agreement by the CONTRACTOR or his Subcontractors, including omissions and supervisory acts by the OWNER. 5.4 Comprehensive Risk Policy Option: In lieu of the several policies specified for CONTRACTOR'S Liability Insurance, a comprehensive liability and property damage insurance policy inclusive of all the insurance and requirements hereinafter set forth, with an umbrella covering of $2,000,000, subject to the approval of the OWNER, will be permissible. 5.5 Subcontractor's Insurance: Before permitting any of his Subcontractors to perform any Work under this Agreement, CONTRACTOR shall either (a) require each of his Subcontractors to procure and maintain during the life of his Subcontracts, Subcontractor's Public Liability and Property Damage Insurance of the types and in the amounts as may be applicable to his Work, which type and amounts shall be subject to the approval of the OWNER, or (b) insure the activities of his Subcontractors in his own policy. 5.6 Builder's Risk/Installation Floater: CONTRACTOR shall procure and maintain, for the duration of the Work of this Project, Builder's Risk/Installation Floater Insurance, including the perils of fire, extended coverage (loss due to vehicles, explosion, wind, flood, riot, etc.), vandalism and malicious mischief, and special extended coverage (loss due to falling objects, collapse, water damage from faulty or leaking systems, etc.) in the full amount of the Contract Price plus the cost of authorized extras. Said amount of insurance coverage shall be considered to cover the insurable value of the Work under this Agreement which is considered not to exceed one hundred percent (100 %) of the amount of this Agreement and authorized extras. Such policy shall not insure any tools or equipment, or temporary structures erected at the site and belonging to any person or persons, or their Subcontractors who are obliged by contract with the OWNER to do Work on the Projects. Such insurance shall be placed jointly in the names of the OWNER, CONTRACTOR, and any and all Subcontractors, and any and all others obliged by contract with the OWNER to do Work on this Project and at the OWNER'S option, any other person or persons whom the OWNER deems to have an insurable interest in said property, or any part thereof, payable as their several interests may appear. CONTRACTOR shall furnish OWNER with certification of said insurance prior to commencement of any Work. Any proceeds obtained from insurance provided for by this paragraph shall be paid to and held by the OWNER as trustee. The OWNER shall have the right to withhold payment of such proceeds until such time as the Work destroyed or damaged and covered by such insurance shall be reconstructed and shall pay such proceeds on an installment basis similar to that provided for by progress payment covering the original Work. 5.7 Certificates of Insurance: Certificates of Insurance acceptable to the OWNER shall be filed with the OWNER prior to commencement of the Work. These Certificates shall contain provisions naming the OWNER as an additional insured under CONTRACTOR'S insurance, as more fully required by the General Conditions herein, and that coverage afforded under the policies will not be cancelled until at least thirty (30) days prior written notice has been given the OWNER. CONTRACTOR and his Subcontractors shall not permit any of his Subcontractors to start Work until all required insurance has been obtained and certificates with the proper endorsements have been filed with the OWNER. Failure of the CONTRACTOR to comply with the foregoing insurance requirement shall in no way waive the OWNER'S rights hereunder. 5.8 Owner's Liability Insurance: The OWNER, at his option, may but shall not be required to purchase and maintain such liability insurance as will protect him against claims which may arise from operations under this Agreement. Purchasing and maintaining such insurance, however, will not relieve the CONTRACTOR from purchasing and maintaining the insurance hereinbefore specified. 5.9 Loss of Use of Insurance: The OWNER, at his option, may but shall not be required to, purchase and maintain such insurance as will insure him against loss of use of his property due to fire or other hazards, however caused. 5.10 Coverage required of CONTRACTOR and any of its subcontractors shall be primary over any insurance or self - insurance program carried by OWNER. 5.11 All insurance policies in any way related to this Agreement and secured and maintained by CONTRACTOR as required in this Article 5 shall include clauses stating that each carrier shall waive all rights of recovery, under subrogation or otherwise, against Owner, its members, managers, agencies, institutions, organizations, officers, agents, employees and volunteers. 5.12 OWNER shall be named as additional insured on the Commercial General Liability, Automobile Liability Insurance and Completed Operations Liability Insurance policies. 5.13 Contractor shall insert a clause containing the terms of section 5.3 and all its subparts in all contracts or sub - contracts, and all Subcontractors shall purchase and maintain the insurance on the terms and conditions as set forth herein. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES SUPERVISION AND SUPERINTENDENCE: 6.1 CONTRACTOR shall supervise and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CONTRACTOR shall not be responsible for the negligence of others in the design or selection of a specific means, method, technique, sequence, or procedure of construction which is indicated in and required by the Contract Documents. CONTRACTOR shall be responsible to see that the finished Work complies accurately with the Contract Documents. 6.2 CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to OWNER and ARCHITECT except under extraordinary circumstances. The superintendent will be CONTRACTOR'S representative at the site and shall have authority to act on behalf of CONTRACTOR. All communications given to the superintendent shall be as binding as if given to CONTRACTOR. 6.2.1 CONTRACTOR shall maintain and deliver to OWNER a daily job report of Work performed, notable events and incidents, weather conditions, Subcontractor's performance, any deficiencies (and the corrective actions taken), delays, and other information that OWNER may reasonably request. 6.2.2 CONTRACTOR will participate in meetings with OWNER at a specific date, time and place established by OWNER, and to deliver all attending parties current reports on the following items: progress payment requests; requests for information - current log; change requests- current log; submittals- current log; change orders- current list; claims- pending claims, notices of claims and any plans to file claims, if applicable, project progress report, job problems and quality control review. LABOR, MATERIALS AND EQUIPMENT: 6.3 CONTRACTOR shall provide competent, suitably qualified personnel to survey and lay out the Work, and perform construction as required by the Contract Documents. CONTRACTOR shall at all times maintain good discipline and order at the site. Except in connection with the safety or protection of persons, or the Work, or property at the site or adjacent thereto, and except as otherwise indicated in the supplementary conditions, if any, all Work at the site shall be performed during regular working hours and CONTRACTOR will not permit overtime Work or the performance of Work on Saturday, Sunday, or any legal holiday without OWNER'S written consent given after prior written notice to ARCHITECT. 6.4 Colorado labor shall be employed to perform the Work to the extent of not less than eighty percent of each type or class of labor in the several classifications of skilled and common labor employed on the Project. "Colorado labor" means any person who is a resident of the State of 10 Colorado, at the time of employment, without discrimination as to race, color, creed, sex, age, or religion except when sex or age is a bona fide occupational qualification. 6.5 CONTRACTOR shall furnish all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, and sanitary facilities, and all other facilities and incidentals necessary for the execution, testing, initial operation, and completion of Work. 6.6 All materials and equipment shall be of good quality and new, except as otherwise provided in the Contract Documents. If required by ARCHITECT, CONTRACTOR shall furnish satisfactory evidence (including reports of required test) as to the kind and quality of materials and equipment. 6.7 All materials and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned in accordance with the instructions of the applicable manufacturer, fabricator, supplier, or distributor, except as otherwise provided in the Contract Documents. 6.8 CONTRACTOR shall replace supervision personnel as- needed based upon OWNER's assessment that the Project is not adequately staffed or the Work is not progressing adequately. 6.9 CONTRACTOR shall at all times maintain a full -time management and supervisory staff of competent persons at the Project site to coordinate and provide general direction of the Work and progress of subcontractors on the Project. 6.10 CONTRACTOR agrees that only competent and skilled workmen who satisfactorily perform their duties shall be employed on the Project and CONTRACTOR shall ensure that there are an adequate and competent supply of skilled workmen and materials as necessary to carry out the Work on a continuous basis. EQUIVALENT MATERIALS AND EQUIPMENT: 6.11 Whenever materials or equipment are specified or described in the drawings or specifications by using the name of a proprietary item, or the name of a particular manufacturer, fabricator, supplier, or distributor, the naming of the item is intended to establish the type, function, and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other manufacturers, fabricators, suppliers, or distributors may be accepted by ARCHITECT and OWNER if sufficient information is submitted by CONTRACTOR to ARCHITECT and OWNER to determine that the material or equipment proposed is equivalent to that named. The procedure for review by ARCHITECT and OWNER will be as set forth in paragraphs 6.11.1 and 6.11.2 below. 6.11.1 Requests for review of substitute items of material and equipment will not be accepted by ARCHITECT or OWNER from anyone other than CONTRACTOR consistent with section 1.57 of the Basic Requirements. If CONTRACTOR wishes to furnish or use a substitute item of material or equipment, CONTRACTOR shall make written application to ARCHITECT and OWNER for acceptance thereof, certifying that the proposed substitute will perform adequately the functions called for by the general design, be similar and of equal substance to that specified and be suited to the same use and capable of performing the same function as that specified. The application will state whether or not acceptance of the substitute for use in the Work will require a change in the drawings or specifications to adapt the design to the substitute and whether or not incorporation or 11 use of the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified shall be identified in the application and available maintenance, repair and replacement service will be indicated. The application will also contain an itemized estimate of all costs or savings that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting change, all of which shall be considered by ARCHITECT and OWNER in evaluating the proposed substitute. ARCHITECT may require CONTRACTOR to furnish, at CONTRACTOR'S expense, additional data about the proposed substitute. ARCHITECT and OWNER will be the sole judge of acceptability, and no substitute will be ordered or installed without ARCHITECT'S and OWNER's prior written acceptance. OWNER may require CONTRACTOR to furnish, at CONTRACTOR'S expense, a special performance guarantee or other surety with respect to any substitute. 6.11.2 ARCHITECT will record time required by ARCHITECT and ARCHITECT'S consultants in evaluating substitutions proposed by CONTRACTOR and in making changes in the drawings or specifications occasioned thereby, whether or not ARCHITECT accepts a proposed substitute. CONTRACTOR shall reimburse OWNER for the charges of ARCHITECT and ARCHITECT'S consultants for evaluating any proposed substitute. CONCERNING SUBCONTRACTORS: 6.12 CONTRACTOR shall not employ any Subcontractor or other person or organization (including those who are to furnish the principal items of materials or equipment), whether initially or as a substitute, against whom OWNER or ARCHITECT may have reasonable objection. A Subcontractor or other person or organization identified in writing to OWNER and ARCHITECT by CONTRACTOR prior to the Notice of Award, and not objected to in writing by OWNER or ARCHITECT prior to the Notice of Award, will be deemed acceptable to OWNER and ARCHITECT. Acceptance of any Subcontractor, other person or organization by OWNER or ARCHITECT shall not constitute a waiver of any right of OWNER or ARCHITECT to reject defective work. If OWNER or ARCHITECT, after due investigation, has reasonable objection to any Subcontractor, or other person or organization proposed by CONTRACTOR after the Notice of Award, CONTRACTOR shall submit an acceptable substitute, and the Contract Price shall be increased or decreased by the difference in cost occasioned by such substitution, and an appropriate change order shall be issued. CONTRACTOR shall not be required to employ any Subcontractor, other person or organization against whom CONTRACTOR has reasonable objection. 6.13 CONTRACTOR shall be fully responsible for all acts and omissions of his Subcontractors, and of persons and organizations directly or indirectly employed by them, and of persons and organizations for whose acts any of them may be liable to the same extent that CONTRACTOR is responsible for the acts and omissions of persons directly employed by CONTRACTOR. Nothing in the Contract Documents shall create a contractual relationship between OWNER or ARCHITECT and any Subcontractor or other person or organization having a direct contract with CONTRACTOR, nor shall it create any obligation on the part of OWNER or ARCHITECT to pay or to see to the payment of any monies due any Subcontractor, or other person or organization, except as may otherwise by required by law. OWNER or ARCHITECT may furnish to any Subcontractor or other person or organization, to the extent practicable, evidence of amounts paid to CONTRACTOR on account of specific Work done. 12 6.14 The divisions and sections of the specifications and the identifications of any drawings shall not control CONTRACTOR in dividing the Work among Subcontractors, or delineating the Work to be performed by any specific trade. 6.15 All Work performed for CONTRACTOR by a Subcontractor will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor which specifically binds the Subcontractor to the applicable terms and conditions of the Contract Documents for the benefit of the OWNER and ARCHITECT. CONTRACTOR shall pay each Subcontractor a just share of any insurance monies received by CONTRACTOR on account of losses under policies issued pursuant to paragraph 5.6. PATENT FEES AND ROYALTIES: 6.16 CONTRACTOR shall pay all license fees and royalties, and assume all costs incident to the use in the performance of the Work, or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work, and if to the actual knowledge of OWNER or ARCHITECT its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. CONTRACTOR shall indemnify and hold harmless OWNER and ARCHITECT and anyone directly or indirectly employed by either of them from and against all claims, damages, losses, and expenses (including attorney's fees) arising out of any infringement of patent rights or copyrights incident to the use in the performance of the Work, or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents, and shall defend all such claims in connection with any alleged infringement of such rights. PERMITS: 6.17 Unless otherwise provided in the Contract Documents, CONTRACTOR shall obtain and pay for all construction permits and licenses except the OWNER will pay for the Town of Gypsum Building Permit. CONTRACTOR shall obtain and pay for Eagle County licenses. OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Proposals. CONTRACTOR shall pay all charges of utility service companies for connections to the Work, and OWNER shall pay all charges of such companies for capital costs related thereto. LAWS AND REGULATIONS: 6.18 CONTRACTOR shall give all notices and comply with all laws, ordinances, rules, and regulations applicable to the Work. If CONTRACTOR observes that the Specifications or Drawings are at variance therewith, CONTRACTOR shall give ARCHITECT and OWNER prompt written notice thereof, and any necessary changes shall be adjusted by an appropriate Modification. If CONTRACTOR performs any Work knowing, or having reason to know, that it is contrary to such laws, ordinances, rules, and regulations, and without such notice to ARCHITECT and OWNER, CONTRACTOR shall bear all costs arising therefrom; however, it shall not be CONTRACTOR'S primary responsibility to make certain that the Specifications and Drawings are in accordance with such laws, ordinances, rules, and regulations. 13 TAXES: 6.19 CONTRACTOR shall pay all sales, consumer, use, and other similar taxes required to be paid by him in accordance with the law of the place of the Project. OWNER of this Project is Tax Exempt. USE OF PREMISES: 6.20 CONTRACTOR shall confine construction equipment, the storage of materials and equipment, and the operations of workmen to areas permitted by law, ordinances, permits, or the requirements of the Contract Documents, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. 6.21 During the progress of the Work, CONTRACTOR shall keep the premises free from accumulations of waste materials, rubbish, and other debris resulting from the Work. At the completion of the Work, CONTRACTOR shall remove all waste materials, rubbish, and debris from and about the premises as well as all tools, appliances, construction equipment, and machinery, and surplus materials, and shall leave the site clean and ready for occupancy by OWNER. CONTRACTOR shall restore to their original condition those portions of the site not designated for alteration by the Contract Documents. 6.22 CONTRACTOR shall not load, nor permit any part of any structure to be loaded, in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.23 CONTRACTOR shall be responsible for removing all water and or mud interfering with the Work. 6.24 CONTRACTOR shall perform the Work so as not to interfere with or disrupt the business operations of any adjacent businesses. 6.25 Intentionally Deleted 6.26 CONTRACTOR will locate all underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any easements containing such facilities, including those that convey electricity, gasses, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems which shall collectively be known as the "Underground Facilities" prior to performing the Work. Unless it is otherwise expressly provided in the Contract Documents; 6.26.1 OWNER shall not be responsible for providing any information to CONTRACTOR regarding the Underground Facilities; and 6.26.2 The cost of all of the following will be included in the Contract Price, and CONTRACTOR shall have full responsibility for: a. Locating all Underground Facilities b. Coordination of the Work with the owners of such Underground Facilities, including OWNER, during construction; and the safety and protection of all 14 such Underground Facilities and repairing any damage thereto resulting from the Work. RECORD DOCUMENTS: 6.27 CONTRACTOR shall keep one record copy of all Specifications, Drawings, Addenda, Modifications, Shop Drawings, and samples at the site in good order and annotated to show all changes made during the construction process. These shall be available to ARCHITECT for examination and shall be delivered to ARCHITECT for OWNER upon completion of the Work. SAFETY AND PROTECTION: 6.28 CONTRACTOR shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury, or loss to: 6.28.1 all employees and subcontractors on the Work and other persons who may be affected thereby, 6.28.2 all the work and all materials or equipment to be incorporated therein, whether in storage on or off the site, and 6.28.3 other property at the site, or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, and utilities not designated for removal, relocation or replacement in the course of construction. CONTRACTOR shall comply with all applicable laws, ordinances, rules, regulations, and orders of any public body having jurisdiction for the safety of persons or property, or to protect them from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and utilities when prosecution of the Work may affect them. All damage, injury, or loss to any property referred to in paragraph 6.28.2 or 6.28.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the sole fault of drawings or specifications, or solely to the acts or omissions of OWNER or ARCHITECT). CONTRACTOR'S duties and responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and ARCHITECT has issued a notice to OWNER and CONTRACTOR, in accordance with paragraph 14.13, that the Work is acceptable. 6.29 CONTRACTOR shall designate a responsible member of his organization at the site whose duty shall be the prevention of accidents. This person shall be CONTRACTOR'S superintendent, unless otherwise designated in writing by CONTRACTOR to OWNER. EMERGENCIES: 6.30 In emergencies affecting the safety or protection of persons, or the Work, or property at the site or adjacent thereto, CONTRACTOR, without special instruction or authorization from ARCHITECT to OWNER, is obligated to act to prevent threatened damage, injury, or loss. 15 CONTRACTOR shall give ARCHITECT and OWNER prompt written notice of any significant changes in the Work, or deviations from the Contract Documents caused thereby. SHOP DRAWINGS AND SAMPLES: 6.31 After checking and verifying all field measurements, CONTRACTOR shall submit to ARCHITECT for review and approval, in accordance with the accepted schedule of Shop Drawing submissions, five copies (unless otherwise specified in the Basic Requirements section 1.24 B) of all shop drawings, which shall have been checked by, and stamped with the approval of, CONTRACTOR, and identified as ARCHITECT may require. The data shown on the Shop Drawings will be complete with respect to dimensions, design criteria, materials of construction, and like information to enable ARCHITECT to review the information as required. 6.32 CONTRACTOR shall also submit to ARCHITECT for review and approval, with such promptness as to cause no delay in Work, all samples required by the Contract Documents. All samples will have been checked by, and stamped with the approval of CONTRACTOR, identified clearly as to material, manufacturer, and any pertinent catalog numbers, and the use for which intended. 6.33 At the time of each submission, CONTRACTOR shall, in writing, call ARCHITECT'S and OWNER's attention to any deviations that the shop drawings or samples may have from the requirements of the Contract Documents. 6.34 ARCHITECT with prior approval of OWNER will review and approve, with reasonable promptness, shop drawings and samples, but ARCHITECT'S and /or OWNER's review and approval shall be only for conformance with the design concept of the Project, and for compliance with the information given in the Contract Documents, and shall not extend to means, methods, sequences, techniques, or procedures of construction, or to safety precautions of programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. CONTRACTOR shall make any corrections required by ARCHITECT or OWNER, and shall return the required number of corrected copies of shop drawings, and resubmit new samples for review and approval. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by ARCHITECT or OWNER on previous submittals. CONTRACTOR'S stamp of approval on any shop drawing or sample shall constitute a representation to OWNER and ARCHITECT that CONTRACTOR has either determined and verified all quantities, dimensions, field construction criteria, materials catalog numbers, and similar data, or assumes full responsibility for doing so, and that CONTRACTOR has reviewed or coordinated each Shop Drawing or sample with the requirements of the Work and the Contract Documents. 6.35 Where a Shop Drawing or sample is required by the specifications, no related Work shall be commenced until the submittal has been reviewed and approved by ARCHITECT as to Shop Drawing and ARCHITECT and OWNER as to samples 6.36 ARCHITECT'S review and approval of Shop Drawings or ARCHITECT and OWNER' review and approval samples shall not relieve CONTRACTOR from responsibility for any deviations from the Contract Documents unless CONTRACTOR has, in writing, called ARCHITECT'S and /or OWNER's attention to such deviation at the time of submission, and ARCHITECT with prior approval of OWNER has given written concurrence and approval to the specific deviation, nor shall any concurrence or approval by ARCHITECT or OWNER relive CONTRACTOR from responsibility for errors or omissions in the Shop Drawings. 16 CONTINUING THE WORK: 6.37 CONTRACTOR shall carry on the Work and maintain the progress schedule during all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as CONTRACTOR and OWNER may otherwise agree in writing. INDEMNIFICATION: 6.38 To the fullest extent permitted by law, CONTRACTOR shall indemnify and hold harmless OWNER and ARCHITECT, and their officials, agents and employees, from and against all claims, damages, liabilities, losses, and expenses including, but not limited to, attorney's fees and costs arising out of, or resulting from, the performance or non - performance of the Work, and including, but not limited to, claims, damages, liabilities, losses, or expenses attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property including the loss of use resulting therefrom or is caused, in whole or in part, by any negligent act or omission of CONTRACTOR, any Subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable. Nothing in the contract shall be interpreted that the OWNER waives its sovereign immunity granted under Colorado Governmental Immunity Act if applicable or other applicable law. 6.39 In any and all claims against OWNER or ARCHITECT, or any of their agents or employees, by any employee of CONTRACTOR, any Subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph 6.38 shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for CONTRACTOR or any Subcontractor under worker's or workmen's compensation acts, disability benefit acts, or other employee benefit acts. 6.40 The obligations of CONTRACTOR under paragraph 6.38 shall not extend to the liability of ARCHITECT, his agents, or employees arising out of the preparation or approval of maps, drawings, opinions, reports, surveys, change orders, designs, or specifications. ARTICLE 7 — WORK BY OTHERS 7.1 OWNER may perform additional Work related to the Project by himself, or have additional work performed by utility service companies, or let other direct contracts therefore which shall contain general conditions similar to these. CONTRACTOR shall afford the utility service companies and the other contractors who are parties to such direct contracts (or OWNER, if OWNER is performing the additional work with OWNER'S employees) reasonable opportunity for the introduction and storage of materials and equipment, and the execution of work, and shall properly connect and coordinate his work with theirs. 7.2 If any part of CONTRACTOR'S Work depends, for proper execution or results, upon the Work of any such other contractor or utility service company (or OWNER), CONTRACTOR shall inspect and promptly report to ARCHITECT and OWNER in writing any patent or apparent defects or deficiencies in such Work that render it unsuitable for such proper execution and results. CONTRACTOR'S failure to so report shall constitute an acceptance of the other Work as fit and 17 proper for integration with CONTRACTOR'S Work, except for latent or non - apparent defects and deficiencies in the other Work. 7.3 CONTRACTOR shall do all cutting, fitting, and patching of his Work that may be required to make its several parts come together properly and integrate with such other Work. CONTRACTOR shall not endanger any work of others by cutting, excavating, or otherwise altering their work, and will only cut or alter their work with the written consent of ARCHITECT and OWNER and the others whose work will be affected. 7.4 If the performance of additional work by other contractors or utility service companies or OWNER was not noted in the Contract Documents, written notice thereof shall be given to CONTRACTOR prior to starting any such additional work. If CONTRACTOR believes that the performance of such additional work by OWNER or others involves additional expense to CONTRACTOR, or requires an extension of the Contract Time, CONTRACTOR may make a claim therefore as provided in Articles 11 and 12. ARTICLE 8 — OWNER'S RESPONSIBILITIES 8.1 OWNER shall issue communications to CONTRACTOR or through ARCHITECT. 8.2 In case of termination of the employment of ARCHITECT, OWNER shall appoint an ARCHITECT whose status under the Contract Documents shall be that of the former ARCHITECT. 8.3 OWNER and all of its employees and agents shall have the right to full access and use of the Project site. Such use shall not constitute acceptance of the Work or any part thereof, or waive any of OWNER'S rights or remedies under the Contract Documents. ARTICLE 9 — ARCHITECT'S STATUS DURING CONSTRUCTION OWNER'S REPRESENTATIVE: 9.1 The duties and responsibilities and the limitations of authority of ARCHITECT as an OWNER'S representative during construction are set forth in the Contract Documents, and shall not be extended without written consent of OWNER and ARCHITECT. Notwithstanding anything to the contrary herein, in all instances in the Contract Documents where ARCHITECT has the authority to make decisions concerning quality of and acceptance of the Work performed by CONTRACTOR the ARCHITECT shall first discuss such decision and proposed acceptance with OWNER and obtain its approval prior to communicating with the CONTRACTOR. Further, in all instances in the Contract Documents where ARCHITECT has the authority to make a decision that impacts the Project budget or Contract Price or payment to the CONTRACTOR, then ARCHITECT shall first discuss the payment or costs with OWNER and obtain its approval prior to approving any payment, additive or deductive Work. This paragraph is not intended as and shall not be a waiver of ARCHITECT'S responsibility for oversight of the Work. VISITS TO SITE: 9.2 ARCHITECT will make visits to the site at intervals appropriate to the various stages of construction to observe the progress and quality of the executed Work and to determine, in general, if the Work is proceeding in accordance with the Contract Documents. ARCHITECT 18 will not be required to make exhaustive or continuous on -site inspections to check the quality or quantity of the Work. ARCHITECT'S efforts will be directed toward providing for OWNER a greater degree of confidence that the completed Work will conform to the Contract Documents. On the basis of such visits and on -site observations, as an experienced and qualified design professional, ARCHITECT will keep OWNER informed of the progress of the Work, and will endeavor to guard OWNER against defects and deficiencies in the Work. CLARIFICATIONS AND INTERPRETATIONS: 9.3 ARCHITECT will issue, with reasonable promptness, such written clarifications or interpretations of the Contract Documents (in the form of drawings or otherwise) as ARCHITECT and OWNER may determine necessary, which shall be consistent with, or reasonably inferable from, the overall intent of the Contract Documents. If CONTRACTOR believes that a written clarification or interpretation justifies an increase in the Contract Price or Contract Time, CONTRACTOR may make a claim therefore, as provided in Article 11 or Article 12. REJECTING DEFECTIVE WORK: 9.4 ARCHITECT after conferring and receiving approval of OWNER will have authority to disapprove or reject Work which is defective, and will also have authority to require special inspection or testing of the Work as fabricated, installed, or completed. SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS: 9.5 In connection with ARCHITECT'S responsibility for Shop Drawings and samples, see paragraphs 6.31 through 6.37 inclusive. 9.6 In connection with ARCHITECT'S responsibilities as to Change Orders see Articles 10, 11, and 12. 9.7 In connection with ARCHITECT'S responsibilities in respect to applications for payment, etc., see Article 14. PROJECT REPRESENTATION: 9.8 Intentionally Omitted. DECISIONS ON DISAGREEMENTS: 9.9 ARCHITECT will be the initial interpreter of the requirements of the Contract Documents concerning the acceptability of the Work thereunder. Claims, disputes, and other matters relating to the acceptability of the Work, or the interpretation of the requirements of the Contract Documents pertaining to the execution and progress of the Work, shall be referred initially to ARCHITECT in writing with a request for a formal decision which ARCHITECT and OWNER will together render in writing within a reasonable time. The final decision concerning any claim, dispute or other matter relating to acceptability of the Work or interpretation of the requirements of the Contract Documents pertaining to the execution and progress of the Work shall be OWNER'S. LIMITATIONS ON ARCHITECT'S RESPONSIBILITIES: 19 9.10 Neither ARCHITECT'S or OWNER'S authority to act under this Article 9, or elsewhere in the Contract Documents, nor any decision made by ARCHITECT or OWNER in good faith either to exercise or not exercise such authority shall give rise to any duty or responsibility of ARCHITECT or OWNER to CONTRACTOR, any Subcontractor, any manufacturer, fabricator, supplier, or distributor, or any of their agents or employees, or any other person performing any of the Work. 9.11 Whenever, in the Contract Documents, the terms "as ordered ", "as directed ", "as required ", "as allowed ", or terms of like effect or import are used, or the adjectives "reasonable ", "suitable ", "acceptable ", "proper ", or "satisfactory ", or adjectives of like effect or import are used to describe requirement, direction, review, or judgment of ARCHITECT as to the Work, it is intended that such requirement direction, review, or judgment will be solely to evaluate the Work for compliance with the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective never indicates that ARCHITECT shall have authority to supervise or direct performance of the Work, or authority to undertake responsibility contrary to the provisions of paragraphs 9.12 or 9.13. 9.12 ARCHITECT and OWNER will not be responsible for CONTRACTOR'S means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, and ARCHITECT and OWNER will not be responsible for CONTRACTOR'S failure to perform the Work in accordance with the Contract Documents. 9.13 ARCHITECT and OWNER will not be responsible for the acts or omissions of CONTRACTOR, or of any Subcontractor, or of the agents or employees of any CONTRACTOR or Subcontractor, or of any other persons at the site or otherwise performing any of the Work. ARTICLE 10 — CHANGES IN THE WORK 10.1 Without invalidating the Agreement, OWNER may, at any time or from time to time, order additions, deletions, or revisions in the Work; these will be authorized by written change orders. Upon receipt of a change order, CONTRACTOR shall proceed with the Work involved. All such Work shall be executed under the applicable conditions of the Contract Documents. If any change order causes an increase or decrease in the Contract Price, or an extension or shortening of the Contract Time, an equitable adjustment will be made as provided in Article 11 or Article 12 on the basis of a claim made by either party. 10.2 ARCHITECT with approval of OWNER may authorize minor changes in the Work, not involving an adjustment in the Contract Price or the Contract Time, which are consistent with the overall intent of the Contract Documents. These may be accomplished by a field order, and shall be binding on OWNER, and also on CONTRACTOR who shall perform the change promptly. If CONTRACTOR believes that a field order justifies an increase in the Contract Price or Contract Time, CONTRACTOR may make a claim therefore as provided in Article 11 or Article 12. 10.3 Additional Work performed without authorization of a change order will not entitle CONTRACTOR to an increase in the Contract Price, or an extension of the Contract Time, except in the case of an emergency as provided in paragraph 6.30, and except as provided in paragraph 13.9. 10.4 OWNER may execute appropriate change orders prepared by ARCHITECT covering changes in the Work which are required by OWNER, or required because of unforeseen physical conditions or emergencies, or because of uncovering Work found not to be defective, or as provided in paragraphs 11.10 or 11.11. 10.5 If notice of any change affecting the general scope of the work or change in the contract price is required by the provisions of any bond to be given to the surety, it will be CONTRACTOR'S responsibility to so notify the surety, and the amount of each applicable bond shall be adjusted accordingly. Contractor shall furnish proof of such adjustment to OWNER. ARTICLE 11 — CHANGE OF CONTRACT PRICE 11.1 The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to CONTRACTOR for performing the Work. All duties, responsibilities, and obligations assigned to or undertaken by CONTRACTOR shall be at his expense without change in the Contract Price. 11.2 The Contract Price may only be changed by a Change Order. Any claim for an increase in the Contract Price shall be based on written notice delivered to OWNER and ARCHITECT within seven (7) days of the occurrence of the event giving rise to the claim. Any change in the Contract Price resulting from any such claim shall first be approved by ARCHITECT and OWNER before being incorporated in a change order. 11.3 No change orders or other form of order or directive which requires additional compensable Work to be performed may be issued or be effective unless accompanied by a written assurance to the CONTRACTOR that lawful appropriations to cover the costs of the additional Work have been made. 11.4 The value of any Work covered by a change order, or of any claim for an increase or decrease in the Contract Price, shall be determined in one of the following ways: 11.4.1 Where the Work involved is covered by unit prices contained in the Contract Documents, by application of unit prices to the quantities of the items involved (subject to the provisions of paragraph 11.10). 11.4.2 By mutual acceptance of a lump sum. 11.4.3 On the basis of the Cost of the Work (determined as provided in paragraphs 11.5 and 11.6) plus a Contractor's Fee for overhead and profit as provided in paragraph 11.7. 11.4.4 Regardless of method for determining the value of any Work covered by a change order, the CONTRACTOR shall provide OWNER with written documentation concerning the claim, including but not limited to the specific reasons for the claim. 11.5 The term "Cost of the Work" means the sum of any and all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in writing by OWNER, such costs shall be in amounts no higher than those prevailing in the locality for the Project, shall include only the following items, and shall not include any of the costs itemized in paragraph 11.6: 21 11.5.1 Payroll costs for employees in the direct employ of CONTRACTOR on -site in the performance of the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages, plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, worker's or workmen's compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. Such employees shall include superintendents and foremen at the site. The expenses of performing Work after regular working hours, or on Sunday or legal holidays, shall be included in the above only to the extent authorized by OWNER. 11.5.2 Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and manufacturers' field services required in connection therewith. All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which case, the cash discounts shall accrue to OWNER. All trade discounts, rebates and refunds, and all returns from sale of surplus materials and equipment shall accrue to OWNER, and CONTRACTOR shall make provisions so that they may be obtained. 11.5.3 Payments made by CONTRACTOR to the Subcontractors for Work performed by Subcontractors. If required by OWNER, CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to CONTRACTOR, and shall deliver such bids to OWNER, who will then determine, with the advice of ARCHITECT, which bids will be accepted. If a subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work, the Subcontractor's Cost of the Work plus a fee shall be determined in the same manner as CONTRACTOR'S Cost of the Work. All Subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. 11.5.4 Supplemental costs including the following: 11.5.4.1 The proportion of necessary transportation, travel, and subsistence expenses of CONTRACTOR'S employees incurred in discharge of duties connected with the Work. 11.5.4.2 Cost, including transportation and maintenance, of all materials, supplies, equipment, machines, appliances, office and temporary facilities at the site, and hand tools not owned by the workmen, which are consumed in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of CONTRACTOR. 11.5.4.3 Rentals of all construction equipment and machinery, and the parts thereof, whether rented from CONTRACTOR or others in accordance with rental agreements approved by OWNER with the advice of ARCHITECT, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof, all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work. 11.5.4.4 Intentionally Omitted. ON 11.5.4.5 Deposits lost for causes other than CONTRACTOR'S negligence, royalty payments, and fees for permits and licenses. 11.5.4.6 Intentionally Omitted. 1 l .5.4.7 Intentionally Omitted. 11.5.4.8 Intentionally Omitted. l l .5.4.9 Cost of premiums for additional bonds and insurance required because of changes in the Work. 11.6 The term "Cost of the Work" shall not include any of the following: 11.6.1 Payroll costs and other compensation of CONTRACTOR'S officers, executives, principals (of partnership and sole proprietorship), general managers, ARCHITECT's, architects, estimators, lawyers, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by CONTRACTOR whether at the site or in his principal or a branch office for general administration of the Work, and not specifically included in the agreed upon schedule of job classifications referred to in subparagraph 11.5.1. all of which are considered to be administrative costs covered by the Contractor's Fee. 11.6.2 Expenses of CONTRACTOR'S principal and branch office, other than CONTRACTOR'S office at the site. 11.6.3 Any part of CONTRACTOR'S capital expenses including interest on CONTRACTOR'S capital employed for the Work, and charges against CONTRACTOR for delinquent payments. 11.6.4 Cost of premiums for all bonds and for all insurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for additional bonds and insurance required because of changes in the Work). 11.6.5 Costs due to the negligent performance or non - performance of CONTRACTOR, any subcontractor, or anyone directly or indirectly employed by any of them, or for whose acts any of them may be liable, including, but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 11.6.6 Other overhead or general expense costs of any kind, and the costs of any item not specifically and expressly included in paragraph 11.5. CONTRACTOR'S FEE: 11.7 The Contractor's Fee allowed to CONTRACTOR for overhead and profit shall be determined as follows: 11.7.1 To Be Determined 11.7.2. No fee shall be payable on the basis of costs itemized under paragraphs 11. 5.4 and 11.6. 23 11.8 The amount of credit to be allowed by CONTRACTOR to OWNER for any such change which results in a net decrease in cost will be the amount of the actual net decrease. When both additions and credits are involved in any one change, the combined adjustment to overhead and profit shall be figured on the basis of the net increase or decrease in allowable costs, if any. ADJUSTMENT OF UNIT QUANTITIES: 11.9 Whenever the cost of any Work is to be determined based upon unit price, CONTRACTOR will submit, in form acceptable to ARCHITECT and OWNER, an itemized cost breakdown together with supporting data. 11.10 Where the quantity of Work with respect to any item that is covered by a unit price differs materially and significantly from the quantity of such Work indicated in the Contract Documents, an appropriate change order (additive or deductive) may be issued on recommendation of ARCHITECT with written approval of OWNER. In no event will the unit price bid by CONTRACTOR be modified, but the quantity of any item may be increased or decreased as set forth herein. Notwithstanding the foregoing, in no event will the change modify the not to exceed the Contract Price or otherwise be modified without a change order approved by OWNER in writing. CASH ALLOWANCES: 11.11 It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract Documents, and shall cause the Work so covered to be done by such Subcontractors, manufacturers, fabricators, suppliers, or distributors, and for such sums within the limit of the allowances as may be acceptable to ARCHITECT and OWNER. Upon final payment, the Contract Price shall be adjusted as required, and an appropriate change order issued. CONTRACTOR agrees that the original Contract Price includes such sums as CONTRACTOR deems proper for costs and profit on account of cash allowances. No demand for additional cost or profit in connection therewith will be valid. ARTICLE 12 — CHANGE OF THE CONTRACT TIME 12.1 The Contract Time may only be changed by a change order. Any claim for an extension in the Contract Time shall be based on written notice delivered to OWNER and ARCHITECT within seven (7) days of the occurrence of the event giving rise to the claim. Any change in the Contract Time resulting from any such claim shall be incorporated in a change order. 12.2 All time limits stated in the Contract Documents are of the essence of the Agreement. The provisions of Articles 11 and 12 are CONTRACTOR'S sole remedies for delay by any cause whatsoever, including acts of OWNER. ARTICLE 13 — WARRANTY AND GUARANTEE; TESTS AND INSPECTION; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK Litt i1_r_•_L: MIXCI1 NLI 0Y11_�1�A 13.1 CONTRACTOR warrants and guarantees to OWNER and ARCHITECT that all Work will be in accordance with the Contract Documents and will not be defective. Prompt notice of all defects 24 shall be given to CONTRACTOR. All defective Work, whether or not in place, may be rejected, corrected, or accepted as provided in this Article 13. Further, CONTRACTOR warrants to OWNER that (i) materials and equipment furnished under the Contract Documents shall be of highest quality and new unless otherwise required or permitted by the Contract Documents; (ii) the Work shall be free from defects and deficiencies; (iii) the Work shall conform to the requirements of the Contract Documents, applicable laws and applicable permits; and (iv) the Work shall be performed in a good and workman like manner. All guarantees and warranties of equipment or materials furnished to CONTRACTOR or any subcontractor(s) by any manufacturer or supplier shall be for the benefit of OWNER. CONTRACTOR does hereby covenant, warrant and agree that it shall repair or replace any and all of the Work, together with other Work which may be displaced by such repair or replacement, without any cost to OWNER for a period of two (2) years following the date of Substantial Completion of the Work. This obligation shall survive both final payment for the Work or designated portion thereof and termination of this Agreement. ACCESS TO WORK: 13.2 OWNER, ARCHITECT, ENGINEER'S representatives, other representatives of OWNER, testing agencies, and governmental agencies with jurisdictional interests will have access to the Work at reasonable times for their observation, inspection and testing. CONTRACTOR shall provide proper and safe conditions for such access. TESTS AND INSPECTIONS: 13.3 CONTRACTOR shall give ARCHITECT and OWNER timely notice of readiness of Work for all required inspections, tests or approvals. 13.4 If any law, ordinance, rule, regulation, code, or order of any public body having jurisdiction requires any Work (or part thereof) to specifically be inspected, tested, or approved, CONTRACTOR shall assume full responsibility therefore, pay all costs in connection therewith, and furnish ARCHITECT and OWNER the required certificates of inspection, testing, or approval. CONTRACTOR shall also be responsible for and shall pay all costs in connection with any inspection or testing required in connection with OWNER'S or ARCHITECT'S acceptance of a manufacturer, fabricator, supplier or distributor of materials or equipment proposed to be incorporated in the Work, or of materials or equipment submitted for approval prior to CONTRACTOR'S purchase thereof for incorporation of the Work. The cost of all other inspections, tests, and approvals required by the Contract Documents shall be paid by OWNER (unless otherwise specified). 13.5 Any inspections, tests, or approvals, other than those required by law, ordinance, rule, regulation, code, or order of any public body having jurisdiction, shall be performed by organizations acceptable to OWNER and CONTRACTOR (or by ARCHITECT if so specified). 13.6 If any Work that is to be inspected, tested, or approved is covered without written concurrence of ARCHITECT and OWNER, it must, if requested by ARCHITECT or OWNER, be uncovered for observation. Such uncovering shall be at CONTRACTOR'S expense, unless CONTRACTOR has given ARCHITECT and OWNER timely notice of CONTRACTOR'S intention to cover such Work and ARCHITECT or OWNER has not acted with reasonable promptness in response to such notice. 25 13.7 Neither observations by ARCHITECT or OWNER nor inspections, tests, or approvals by others shall relieve CONTRACTOR from his obligations to perform the Work in accordance with the Contract Documents. UNCOVERING WORK: 13.8 If any Work is covered contrary to the written request of ARCHITECT or OWNER, it must, if requested by ARCHITECT or OWNER, be uncovered for ARCHITECT'S and OWNER's observation and replaced at CONTRACTOR'S expense. 13.9 If ARCHITECT or OWNER considers it necessary or advisable that covered Work be observed by ARCHITECT or OWNER, or inspected or tested by others, CONTRACTOR, at ARCHITECT'S or OWNER's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as ARCHITECT or OWNER may require, that portion of the Work in question, furnish all necessary labor, material, and equipment. If it is found that such Work is defective, CONTRACTOR shall bear all the expenses of such uncovering, exposure, observation, inspection, and testing of satisfactory reconstruction, including compensation for additional professional services, and an appropriate deductive change order shall be issued. If, however, such Work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price, or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, and reconstruction. OWNER MAY STOP THE WORK: 13.10 If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workmen or suitable materials or equipment, OWNER may order CONTRACTOR to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRACTOR or any other party. CORRECTION OR REMOVAL OF DEFECTIVE WORK: 13.11 If required by ARCHITECT or OWNER, CONTRACTOR shall promptly, without cost to OWNER and as specified by ARCHITECT or OWNER, either correct any defective Work, whether or not fabricated, installed, or completed, or, if the Work has been rejected by ARCHITECT or OWNER, remove it from the site and replace it with non - defective Work in a manner acceptable to the ARCHITECT and OWNER. TWO YEAR CORRECTION PERIOD: 13.12 If, within two years after the date of Substantial Completion, or such longer period of time as may be prescribed by law, or by the terms of any applicable special guarantee required by the Contract Documents, or by any other specific provision of the Contract Documents, any Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER, and in accordance with OWNER'S written instructions, either correct such defective Work, or, if it has been rejected by OWNER, remove it from the site, and replace it with non - defective Work. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, OWNER may have the defective Work corrected or the rejected Work removed and replaced, and all direct and indirect costs of such removal and replacement, including compensation for additional professional services, shall be paid by CONTRACTOR. ACCEPTANCE OF DEFECTIVE WORK: 13.13 If, instead of requiring correction or removal and replacement of defective Work, OWNER (and, prior to ARCHITECT'S recommendation of final payment,) prefers to accept it, OWNER may do so. In such case, if acceptance occurs prior to ARCHITECT'S recommendation of final payment, a change order shall be issued incorporating the necessary revisions in the Contract Price; or, if the acceptance occurs after such recommendation, an appropriate amount shall be paid by CONTRACTOR to OWNER. OWNER MAY CORRECT DEFECTIVE WORK: 13.14 If CONTRACTOR fails, within a reasonable time after written notice of ARCHITECT and OWNER, to proceed to correct defective Work, or to remove and replace rejected Work as required by ARCHITECT or OWNER in accordance with paragraph 13.11, or if CONTRACTOR fails to perform the Work in accordance with the Contract Documents (including any requirements of the progress schedule), OWNER may, after seven days written notice to CONTRACTOR, correct and remedy any such deficiency. In exercising his rights under this paragraph OWNER shall proceed expeditiously. To the extent necessary to complete corrective and remedial action, OWNER may exclude CONTRACTOR from all part of the site, take possession of all or part of the Work, and suspend CONTRACTOR'S services related thereto, take possession of CONTRACTOR'S tools, appliances, construction equipment, and machinery at the site, and incorporate in the Work all materials and equipment stored at the site, or for which OWNER has paid CONTRACTOR, but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER'S representatives, agents, and employees such access to the site as may be necessary to enable OWNER to exercise his rights under this paragraph. All direct and indirect costs of OWNER in exercising such rights shall be charged against CONTRACTOR in an amount verified by ARCHITECT, and a change order shall be issued incorporating the necessary revisions in the Contract Documents and a reduction in the Contract Price. Such direct and indirect costs shall include, in particular but without limitation, compensation for additional professional services required, and all costs of repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of CONTRACTOR'S defective Work. CONTRACTOR shall not be allowed an extension of the Contract Time because of any delay in performance of the Work attributable to the exercise by OWNER of OWNER'S rights hereunder. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION SCHEDULES: 14.1 At least ten days prior to submitting the first application for a progress payment, CONTRACTOR shall (except as otherwise specified in the general requirements) submit to ARCHITECT and OWNER a progress schedule, a final schedule of Shop Drawing submissions, and, where applicable, a schedule of values of the Work. These schedules shall be satisfactory in form and substance to ARCHITECT and OWNER. The schedule of values shall include quantities and unit prices aggregating the Contract Price, and shall subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction. Upon acceptance of the schedule of values by ARCHITECT and OWNER, it shall be incorporated into a form of application for payment acceptable to ARCHITECT and OWNER. 27 APPLICATION FOR PROGRESS PAYMENT: 14.2 At least ten days before each progress payment falls due (but not more often than once a month), CONTRACTOR shall submit to ARCHITECT and OWNER for review an application for payment filled out and signed by CONTRACTOR covering the Work completed as of the date of the application, and accompanied by such supporting documentation as is required by the Contract Documents, and also as ARCHITECT or OWNER may reasonably require. If payment is requested on the basis of materials and equipment not incorporated in the Work, but delivered and suitably stored at the site or at another location agreed to in writing, the application for payment shall also be accompanied by such data, satisfactory to OWNER, as will establish OWNER'S title to the material and equipment, and protect OWNER'S interest therein, including applicable insurance. Each subsequent application for payment shall include an affidavit of CONTRACTOR stating that all previous progress payments received on account of the Work have been applied to discharge in full all of CONTRACTOR'S obligations reflected in prior applications for payment. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. CONTRACTOR'S WARRANTY OF TITLE: 14.3 CONTRACTOR warrants and guarantees that title to all Work, materials, and equipment covered by any application for payment, whether incorporated in the Project or not, will pass to OWNER at the time of payment free and clear of all liens, claims, security interests, and encumbrances (hereafter in these General Conditions referred to as "Liens "). REVIEW OF APPLICATIONS FOR PROGRESS PAYMENT: 14.4 ARCHITECT will, within ten days after receipt of each application for payment, either indicate in writing a recommendation of payment and present the application to OWNER, or return the application to CONTRACTOR indicating in writing ARCHITECT'S reasons for refusing to recommend payment. In the latter case, CONTRACTOR may make the necessary corrections and resubmit the application. OWNER shall, within twenty days of presentation to him of the application for payment with ARCHITECT'S recommendation, pay CONTRACTOR the amount recommended. 14.5 ARCHITECT'S recommendation of any payment requested in an application for payment will constitute a representation by ARCHITECT to OWNER that, based on ARCHITECT'S on -site observations of the Work in progress as an experienced and qualified design professional, and on ARCHITECT'S review of the application for payment, and the accompanying data and schedules, the Work has progressed to the point indicated; that, to the best of ARCHITECT'S knowledge, information, and belief, the quality of the Work is in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning Project upon substantial completion, and to the results of any subsequent tests called for in the Contract Documents and any qualifications stated in the recommendation); and, that CONTRACTOR is entitled to payment of the amount recommended. However, by recommending any such payment, ARCHITECT will not thereby be deemed to have represented that exhaustive or continuous on -site inspections have been made to check the quality or the quantity of Work, or that the means, methods, techniques, sequences, and procedures of construction have been reviewed, or that any examination has been made to ascertain how or for what purpose CONTRACTOR has used the monies paid or to be paid to CONTRACTOR on account of the Contract Price, or that title to any Work, materials, or equipment has passed to OWNER free and clear of any Liens. 28 14.6 ARCHITECT'S recommendation of final payment will constitute an additional representation by ARCHITECT to OWNER that the conditions precedent to CONTRACTOR'S being entitled to final payment as set forth in paragraph 14.13 have been fulfilled. 14.7 ARCHITECT may refuse to recommend the whole, or any part of any payment if, in his opinion, it would be incorrect to make such representations to OWNER. He may also refuse to recommend any such payment, or, because of subsequently discovered evidence, or the results of subsequent inspections or tests, nullify any such payment previously recommended to such extent as may be necessary in ARCHITECT'S opinion to protect OWNER from loss because: 14.7.1 the work is defective, or completed Work has been damaged requiring correction or replacement, 14.7.2 written claims have been made against OWNER, or liens have been filed in connection with the Work, 14.7.3 the Contract Price has been reduced because of Modifications, 14.7.4 OWNER has been required to correct defective Work, or complete the Work in accordance with paragraph 13.14, 14.7.5 of CONTRACTOR'S unsatisfactory prosecution of the Work in accordance with the Contract Documents, or 14.7.6 CONTRACTOR'S failure to make payment to Subcontractors, or for labor, materials, or equipment. SUBSTANTIAL COMPLETION: 14.8 When CONTRACTOR considers the entire Work ready for its intended use, CONTRACTOR shall, in writing to OWNER and ARCHITECT, certify that the entire Work is substantially complete, and request that ARCHITECT issue a certificate of substantial completion. Within a reasonable time thereafter, OWNER, CONTRACTOR, and ARCHITECT shall make an inspection of the Work to determine the status of completion. If ARCHITECT after conferring with OWNER does not consider the Work substantially complete, ARCHITECT will notify CONTRACTOR in writing giving his reasons therefor. If ARCHITECT after conferring with OWNER considers the Work substantially complete, ARCHITECT will prepare and deliver to OWNER a tentative certificate of substantial completion which shall fix the date of substantial completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. OWNER shall have seven days after receipt of the tentative certificate during which he may make written objection to ARCHITECT as to any provisions of the certificate or attached list. If, after considering such objections, ARCHITECT concludes that the Work is not substantially complete, ARCHITECT will, within fourteen days after submission of the tentative certificate to OWNER, notify CONTRACTOR in writing stating his reasons therefor. If, after consideration of OWNER'S objections, ARCHITECT considers the Work substantially complete, ARCHITECT will, within said fourteen days, execute and deliver to OWNER and CONTRACTOR a definitive certificate of substantial completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as he believes justified after consideration of any objections from OWNER. At the time of delivery of tentative certificate of substantial completion, OWNER and CONTRACTOR 29 will mutually agree upon the division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security, operation, safety, maintenance, heat, utilities, and insurance. 14.9 OWNER shall have the right to exclude CONTRACTOR from the Work after the date of substantial completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. PARTIAL UTILIZATION: 14.10 Use by OWNER of completed portions of the Work maybe accomplished prior to substantial completion of all the Work subject to the following: 14.10.1 OWNER, at any time, may request CONTRACTOR in writing to permit OWNER to use any part of the Work which OWNER believes to be substantially complete and which may be so used without significant interference with construction of the other parts of the Work. If CONTRACTOR agrees, CONTRACTOR will certify to OWNER and ARCHITECT that said part of the Work is substantially complete, and request ARCHITECT to issue a certificate of substantial completion for that part of the Work. Within a reasonable time thereafter, OWNER, CONTRACTOR, and ARCHITECT shall make an inspection of that part of the Work to determine its status of completion. If ARCHITECT after conferring with OWNER considers that part of the Work to be substantially complete, ARCHITECT will execute, and deliver to OWNER and CONTRACTOR, a certificate to that effect, fixing the date of substantial completion as to that part of the Work, attaching thereto a tentative list of items to be completed or corrected before final payment. Prior to issuing a certificate of substantial completion as to part of the Work, ARCHITECT after conferring with OWNER will deliver to OWNER and CONTRACTOR a written recommendation as to the division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security, operation, safety, maintenance, utilities, and insurance for that part of the Work which shall become binding upon OWNER and CONTRACTOR at the time of issuing the definitive certificate of substantial completion as to that part of the Work, unless OWNER and CONTRACTOR shall have otherwise agreed in writing. OWNER shall have the right to exclude CONTRACTOR from any part of the Work which ARCHITECT has so certified to be substantially complete, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. 14.10.2 In lieu of the issuance of a certificate of substantial completion as to part of the work, OWNER may take over operation of a facility constituting part of the Work, whether or not it is substantially complete, if such facility is functionally and separately usable; provided that prior to any such takeover, OWNER and CONTRACTOR have agreed as to the division of responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, correction period, heat, utilities, and insurance with respect to such facility. 14.10.3 No occupancy of part of the Work, or taking over of operations of a facility will be accomplished before the insurers providing the property insurance have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be cancelled or permitted to lapse on account of any such partial use or occupancy. M FINAL INSPECTION: 14.11 Upon written notice from CONTRACTOR that the Work is complete, ARCHITECT will make a final inspection with OWNER and CONTRACTOR, and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to remedy such deficiencies. FINAL APPLICATION FOR PAYMENT: 14.12 After CONTRACTOR has completed all such corrections to the satisfaction of ARCHITECT and OWNER, and delivered all maintenance and operating instructions, schedules, guarantees, bonds, warranties, certificates of inspection, marked -up record documents, three (3) complete bound sets of required operations and maintenance manuals and instructions, two (2) sets of as built drawings, to the extent not already furnished, one (1) copy of all corrected Shop Drawings, satisfactory evidence that all payroll, material bills and other indebtedness with the Work have been paid or otherwise satisfied, consent of surety to final payment and other documents, all as required by the Contract Documents, and after ARCHITECT and OWNER has indicated that the Work is acceptable (subject to the provisions of paragraph 14.14), CONTRACTOR may make application for final payment following the procedure for progress payments. The final application for payment shall be accompanied by all documentation called for in the Contract Documents, and such other data and schedules as ARCHITECT and OWNER may reasonably require. Payment shall be processed in accordance with C.R.S. 24 -91 -103 and C.R.S. 38 -26 -107. Notwithstanding the foregoing, CONTRACTOR will provide complete and legally effective lien releases or waivers satisfactory to OWNER. In lieu thereof, and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full; an affidavit of CONTRACTOR that the releases and receipts include all labor, services, material, and equipment for which lien could be filed, and that all payrolls, material, and equipment bills, and other indebtedness connected with the Work, for which OWNER or his property might in any way be responsible, have been paid or otherwise satisfied; and consent of the surety, if any, to final payment. If any subcontractor, manufacturer, fabricator, supplier, or distributor fails to furnish a release or receipt in full, CONTRACTOR may furnish a bond or other collateral satisfactory to OWNER to indemnify OWNER. Ma1►ORr ZM /u110MI . "I�17:TKy1I' 1ll:11 e[y is 14.13 If, after conferring with OWNER and on the basis of ARCHITECT'S observation of the Work during construction and final inspection, and ARCHITECT'S review of the final application for payment and accompanying documentation, all as required by Contract Documents, ARCHITECT and OWNER are satisfied that the Work has been completed and CONTRACTOR has fulfilled all of his obligations under the Contract Documents, ARCHITECT will, within ten days after receipt of the final application for payment, indicate in writing his recommendation of payment, and present the application to OWNER for payment. Thereupon, ARCHITECT will give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.15. Otherwise, ARCHITECT will return the application to CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections, and resubmit the application. If the application and accompanying documentation are appropriate as to form and substance, 31 OWNER shall, after receipt thereof, pay CONTRACTOR in accordance with the payment procedures set forth in the Agreement, the amount recommended by ARCHITECT. CONTRACTOR'S CONTINUING OBLIGATION: 14.14 CONTRACTOR'S obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. Neither recommendation of any progress or final payment by ARCHITECT, nor the issuance of a certificate of substantial completion, nor any payment by OWNER to CONTRACTOR under the Contract Documents, nor any use or occupancy of the Work or any part thereof by OWNER, nor any act of acceptance by OWNER, nor any failure to do so, nor the issuance of a notice of acceptability by ARCHITECT pursuant to paragraph 14.13, nor any correction of defective Work by OWNER shall constitute an acceptance of Work not in accordance with the Contract documents or a release of CONTRACTOR'S obligation to perform the Work in accordance with the Contract Documents. WAIVER OF CLAIMS: 14.15 The making and acceptance of final payment shall constitute: 14.15.1 a waiver of all claims by OWNER against CONTRACTOR, except claims arising from unsettled liens, from defective Work appearing after final inspection pursuant to paragraph 14.11, or from failure to comply with the Contract Documents or the terms of any special guarantees specified therein; however, it shall not constitute a waiver by OWNER of any rights in respect of CONTRACTOR'S continuing obligations under the Contract Documents; and 14.15.2 a waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION OWNER MAY SUSPEND WORK: 15.1 OWNER may, at any time and without cause, suspend the Work, or any portion thereof, for a period of not more than ninety days, by notice in writing to CONTRACTOR and ARCHITECT which shall fix the date on which Work shall be resumed. CONTRACTOR shall resume the Work on the date so fixed. CONTRACTOR may, at the OWNER'S sole discretion, be allowed an increase in the Contract Price, or an extension of the Contract Time, or both, directly attributable to any suspension, if he makes a claim therefor as provided in Articles 11 and 12. 15.2 Upon the occurrence of any one or more of the following events: 15.2.1 if CONTRACTOR is adjudged bankrupt or insolvent, 15.2.2 if CONTRACTOR makes a general assignment for the benefit of creditors, 15.2.3 if a trustee or receiver is appointed for CONTRACTOR or for any of CONTRACTOR'S property, 32 15.2.4 if CONTRACTOR files a petition to take advantage of any debtor's act, or to reorganize under the bankruptcy or similar laws, 15.2.5 if CONTRACTOR repeatedly fails to supply sufficient skilled workmen, or suitable materials or equipment, 15.2.6 if CONTRACTOR repeatedly fails to make prompt payments to Subcontractors, or for labor, materials, or equipment, 15.2.7 if CONTRACTOR disregards laws, ordinances, rules, regulations, or orders of any public body having jurisdiction, 15.2.8 if CONTRACTOR disregards the authority of ARCHITECT, or 15.2.9 if CONTRACTOR otherwise violates, in any substantial way, any provisions of the Contract Documents, OWNER may, after giving CONTRACTOR and his surety seven days written notice, terminate the services of CONTRACTOR, exclude CONTRACTOR from the site, and take possession of the Work and of all CONTRACTOR'S tools, appliances, construction equipment, and machinery at the site, and use the same to the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site, or for which OWNER has paid CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient. In such case, CONTRACTOR shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds the direct and indirect costs of completing the Work, including compensation for additional professional services, such excess shall be paid to CONTRACTOR. If such costs exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such costs incurred by OWNER shall be verified by ARCHITECT and incorporated in a change order, but in finishing the Work, OWNER shall not be required to obtain the lowest figure for the Work performed. 15.3 Where CONTRACTOR'S services have been so terminated by OWNER, the termination shall not affect any rights of OWNER against CONTRACTOR then existing, or which may thereafter accrue. Any retention or payment of monies due CONTRACTOR by OWNER will not release CONTRACTOR from liability. 15.4 Upon seven days written notice to CONTRACTOR and ARCHITECT, OWNER may, without cause and without prejudice to any other right or remedy, terminate the Agreement. In such case, CONTRACTOR shall be paid for all Work executed and expenses sustained through the date of termination. 10101 eIII - 1-IM4IC0).4LVAF." LYI118]'lIMS] Oki MOkaY910MAIIZ RIM 1111 15.5 If, through no act or fault of CONTRACTOR, the Work is suspended for a period of more than ninety days by OWNER, or under an order of court or other public authority, or ARCHITECT fails to act on any application for payment within thirty days after it is submitted, or OWNER fails for thirty days to pay CONTRACTOR any sum finally determined to be due, then CONTRACTOR may, upon seven days written notice to OWNER and ARCHITECT, terminate the Agreement and recover from OWNER payment for all Work executed through the date of termination. 33 ARTICLE 16 — MISCELLANEOUS GIVING NOTICE: 16.1 Whenever any provision of the Contract Documents requires the giving of written notice, it shall be deemed to have been validly given if delivered in person to the individual, or to a member of the firm, or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. COMPUTATION OF TIME: 16.2 When any period of time is referred to in the Contract Documents by days, it shall be calendar days and be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday, or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation. Cwt, AM 16.3 Should OWNER or CONTRACTOR suffer injury or damage to his person or property because of any error, omission or act of the other party or of any of the other party's employees or agents, or others for whose acts the other party is legally liable, claim shall be made in writing to the other party within a reasonable time of the first observances of such injury or damage. 16.4 The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular, but without limitation, the warranties, guarantees, and obligations imposed upon CONTRACTOR by paragraphs 6.38, 13.1, 13.11, 13.14, 14.3, and 15.2, and all of the rights and remedies available to OWNER and ARCHITECT thereunder, shall be in addition to, and shall not be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by law or contract, by special warranty or guarantee, or by other provisions of this paragraph shall be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligations, right and remedy to which they apply. All representations, warranties, and guarantees made in the Contract Documents shall survive final payment and termination or completion of this Agreement. 34 Client #: 1082345 FCICON ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE (MM /DD /YYYY) 1 4/27/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER USI Colorado, LLC Construction P.O. Box 7050 Englewood, CO 80155 800 873 -8500 CONTACT Client Manager PHONE 800 873 -8500 FAX 303 831 -5295 A/C, No, Ext : A/C, No ADDRESS, den.contractors @usi.biz INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Arch Insurance Company 11150 INSURED INSURER B: Travelers Property Cas. Co. of 25674 FCI Constructors, Inc. INSURER C PO Box 1767 PREMISES ERENTED ccr nce $100,000 INSURER D: Grand Junction, CO 81502 INSURER E MED EXP (Any one person) $10,000 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF MM /DD POLICY EXP MM /DD LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR X X ZAGLB9203200 10/01/2015 10/01/2016 EACH OCCURRENCE $1,000000 PREMISES ERENTED ccr nce $100,000 MED EXP (Any one person) $10,000 PERSONAL & ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY I JECOT LOC OTHER: GENERAL AGGREGATE $2,000,000 PRODUCTS - COMP /OPAGG $2,000,000 $ A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS X AUTOS X X ZACAT9225900 10/0112015 10/01/201 MINED Ea acciden SINGLE LIMIT 1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ B X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE X X ZUP15P9635715NF 10/01/2015 10/01/2016 EACH OCCURRENCE s25,000,000 AGGREGATE s25,000,000 DIED X RETENTION $O $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR /PARTNER/EXECUTIVE YIN N OFFICER/MEMBER EXCLUDED? � (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A X ZAWC19355400 10/01/2015 10/01/2016X PEAT TE ORH ER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: Job #10 -16 -025, Eagle County Offices Remodel. The General Liability policy includes an automatic Additional Insured endorsement that provides Additional Insured status to the Certificate Holder, only when there is a written contract that requires such status, and only with regard to work performed on behalf of the named insured. Eagle County P.O. Box 850 Eagle, CO 81631 ACORD 25 (2014/01) 1 of 1 #S17754152/M16553260 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988 -2014 ACORD CORPORATION. All rights reserved. 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