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Home My WebLink AboutBID - 7583 RECEPTION COUNTER REMODEL AT DOWNTOWN TRANSIT CENTER (3)BID 7583 Reception Counter Remodel at DTC Page 1 of 34 INVITATION TO BID 7583 RECEPTION COUNTER REMODEL AT DOWNTOWN TRANSIT CENTER BID OPENING: 3:00 P.M. (our clock), December 6, 2013 The City of Fort Collins is requesting bids for remodeling the front reception counter at the Downtown Transit Center located at 250 N Mason, Fort Collins. Sealed bids will be received and publicly opened at the office of the Director of Purchasing and Risk Management, PO Box 580, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80522, at the time and date noted on the bid proposal and/or contract documents. If delivered, they are to be sent to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado 80524. If mailed, the address is P.O. Box 580, Fort Collins, 80522-0580. Bids must be received at the Purchasing Office prior to 3:00 p.m. (our clock), December 6, 2013. The City encourages all disadvantaged business enterprises to submit bid in response to all invitations and will not be discriminated against on the grounds of race, color, national origin. This is a federally funded project and Davis Bacon Wages will apply. A pre-bid conference will take place November 26, 2013 at 10:00 am at the site. Questions concerning the scope of the project should be directed to Project Manager, Chad Mapp at (970) 221-6227 or cmapp@fcgov.com. Questions regarding scope and bid submittal or process should be directed to John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 or jstephen@fcgov.com. A copy of the Bid may be obtained as follows: 1. Download the Bid from the Purchasing Webpage, Current Bids page, at: http://fcgov.com/eprocurement Special Instructions All bids must be properly signed by an authorized representative of the company with the legal capacity to bind the company to the agreement. Bids may be withdrawn up to the date and hour set for closing. Once bids have been accepted by the City and closing has occurred, failure to enter into contract or honor the purchase order will be cause for removal of supplier's name from the City of Fort Collins' bidders list for a period of twelve months from the date of the opening. The City may also pursue any remedies available at law or in equity. Bid prices must be held firm for a period of forty-five (45) days after bid openings. Submission of a bid is deemed as acceptance of all terms, conditions and specifications contained in the City's specifications initially provided to the bidder. Any proposed modification Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing BID 7583 Reception Counter Remodel at DTC Page 2 of 34 must be accepted in writing by the City prior to award of the bid. Only bids properly received by the Purchasing Office will be accepted. All bids should be clearly identified by the bid number and bid name contained in the bid proposal. No proposal will be accepted from, or any purchase order awarded, to any person, firm or corporation in default on any obligation to the City. Bids must be furnished exclusive of any federal excise tax, wherever applicable. Bidders must be properly licensed and secure necessary permits wherever applicable. Bidders not responding to this bid will be removed from our automated vendor listing for the subject commodities. The City may elect where applicable, to award bids on an individual item/group basis or on a total bid basis, whichever is most beneficial to the City. The City reserves the right to accept or reject any and all bids, and to waive any irregularities or informalities. Sales prohibited/conflict of interest: no officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision- making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity, favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. Freight terms: unless otherwise noted, all freight is F.O.B. Destination, Freight Prepaid. All freight charges must be included in prices submitted on proposal. Discounts: any discounts allowed for prompt payment, etc., must be reflected in bid figures and not entered as separate pricing on the proposal form. Purchasing restrictions: your authorized signature of this bid assures your firm's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing Office or the City Clerk's Office. Request Resolution 91-121 for cement restrictions. Collusive or sham bids: any bid deemed to be collusive or a sham bid will be rejected and reported to authorities as such. Your authorized signature of this bid assures that such bid is genuine and is not a collusive or sham bid. Bid results: for information regarding results for individual bids send a self-addressed, self-stamped envelope and a bid tally will be mailed to you. Bid results will be posted in our office 7 days after the bid opening. Gerry S. Paul Director of Purchasing and Risk Management BID 7583 Reception Counter Remodel at DTC Page 3 of 34 CITY OF FORT COLLINS BID PROPOSAL BID 7583 RECEPTION COUNTER REMODEL AT DOWNTOWN TRANSIT CENTER BID OPENING: December 6, 2013, 3:00 (our clock) WE HEREBY ENTER OUR BID FOR THE CITY OF FORT COLLINS' REQUIREMENTS FOR RECEPTION COUNTER REMODEL AT DOWNTOWN TRANSIT CENTER PER THE BID INVITATION AND ANY REFERENCED SPECIFICATIONS: The City of Fort Collins Transfort department is requesting bids to deconstruct and install a reception counter per the plans and specifications at the Downtown Transfort Center. Work includes deconstruction, drywall, electrical and casework for a complete project. All specifications are on the plans. Project must be completed 40 calendar days after notice to proceed. BID SCHEDULE Contractor will deconstruct and install new counter including all labor, materials and equipment per specifications and drawings. Lump Sum $_____________ In Words: _____________________________________________________________ Signature____________________________ Printed:___________________________ Name of Firm___________________________________________________________ Address_______________________________________________________________ City State Zip Phone _________________________ Email_________________________________ BID 7583 Reception Counter Remodel at DTC Page 4 of 34 SERVICES AGREEMENT THIS AGREEMENT made and entered into the day and year set forth below by and between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter referred to as the "City" and , hereinafter referred to as "Service Provider". WITNESSETH: In consideration of the mutual covenants and obligations herein expressed, it is agreed by and between the parties hereto as follows: 1. Scope of Services. The Service Provider agrees to provide services in accordance with the scope of services attached hereto as Exhibit "A", consisting of ( ) page and incorporated herein by this reference. Irrespective of references in Exhibit A to certain named third parties, Professional shall be solely responsible for performance of all duties hereunder. 2. The Work Schedule. [Optional] The services to be performed pursuant to this Agreement shall be performed in accordance with the Work Schedule attached hereto as Exhibit "B", consisting of ( ) page , and incorporated herein by this reference. 3. Time of Commencement and Completion of Services. The services to be performed pursuant to this Agreement shall be initiated within ( ) days following execution of this Agreement. Services shall be completed no later than . Time is of the essence. Any extensions of the time limit set forth above must be agreed upon in a writing signed by the parties. 4. Contract Period. [Option 1] This Agreement shall commence upon the date of execution shown on the signature page of this Agreement and shall continue in full force and effect for one (1) year, unless sooner terminated as herein provided. In addition, at the option of the City, the Agreement may be extended for an additional period of one (1) year at the BID 7583 Reception Counter Remodel at DTC Page 5 of 34 rates provided with written notice to the Professional mailed no later than ninety (90) days prior to contract end. 5. Contract Period. [Option 2] This Agreement shall commence , 200 , and shall continue in full force and effect until , 200 , unless sooner terminated as herein provided. In addition, at the option of the City, the Agreement may be extended for additional one year periods not to exceed ( ) additional one year periods. Renewals and pricing changes shall be negotiated by and agreed to by both parties. The Denver Boulder Greeley CPIU published by the Colorado State Planning and Budget Office will be used as a guide. Written notice of renewal shall be provided to the Service Provider and mailed no later than ninety (90) days prior to contract end. 6. Delay. If either party is prevented in whole or in part from performing its obligations by unforeseeable causes beyond its reasonable control and without its fault or negligence, then the party so prevented shall be excused from whatever performance is prevented by such cause. To the extent that the performance is actually prevented, the Service Provider must provide written notice to the City of such condition within fifteen (15) days from the onset of such condition. 7. Early Termination by City/Notice. Notwithstanding the time periods contained herein, the City may terminate this Agreement at any time without cause by providing written notice of termination to the Service Provider. Such notice shall be delivered at least fifteen (15) days prior to the termination date contained in said notice unless otherwise agreed in writing by the parties. All notices provided under this Agreement shall be effective when mailed, postage prepaid and sent to the following addresses: Service Provider: City: Copy to: Attn: City of Fort Collins Attn: PO Box 580 Fort Collins, CO 80522 City of Fort Collins Attn: Purchasing Dept. PO Box 580 Fort Collins, CO 80522 BID 7583 Reception Counter Remodel at DTC Page 6 of 34 In the event of early termination by the City, the Service Provider shall be paid for services rendered to the date of termination, subject only to the satisfactory performance of the Service Provider's obligations under this Agreement. Such payment shall be the Service Provider's sole right and remedy for such termination. 8. Contract Sum. The City shall pay the Service Provider for the performance of this Contract, subject to additions and deletions provided herein, ($ ) as per the attached Exhibit " ", consisting of page , and incorporated herein by this reference. 9. City Representative. The City will designate, prior to commencement of the work, its representative who shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the services provided under this agreement. All requests concerning this agreement shall be directed to the City Representative. 10. Independent Service provider. The services to be performed by Service Provider are those of an independent service provider and not of an employee of the City of Fort Collins. The City shall not be responsible for withholding any portion of Service Provider's compensation hereunder for the payment of FICA, Workmen's Compensation or other taxes or benefits or for any other purpose. 11. Subcontractors. Service Provider may not subcontract any of the Work set forth in the Exhibit A, Statement of Work without the prior written consent of the city, which shall not be unreasonably withheld. If any of the Work is subcontracted hereunder (with the consent of the City), then the following provisions shall apply: (a) the subcontractor must be a reputable, qualified firm with an established record of successful performance in its respective trade performing identical or substantially similar work, (b) the subcontractor will be required to comply with all applicable terms of this Agreement, (c) the subcontract will not create any contractual relationship between any such subcontractor and the City, nor BID 7583 Reception Counter Remodel at DTC Page 7 of 34 will it obligate the City to pay or see to the payment of any subcontractor, and (d) the work of the subcontractor will be subject to inspection by the City to the same extent as the work of the Service Provider. 12. Personal Services. It is understood that the City enters into the Agreement based on the special abilities of the Service Provider and that this Agreement shall be considered as an agreement for personal services. Accordingly, the Service Provider shall neither assign any responsibilities nor delegate any duties arising under the Agreement without the prior written consent of the City. 13. Acceptance Not Waiver. The City's approval or acceptance of, or payment for any of the services shall not be construed to operate as a waiver of any rights or benefits provided to the City under this Agreement or cause of action arising out of performance of this Agreement. 14. Warranty. a. Service Provider warrants that all work performed hereunder shall be performed with the highest degree of competence and care in accordance with accepted standards for work of a similar nature. b. Unless otherwise provided in the Agreement, all materials and equipment incorporated into any work shall be new and, where not specified, of the most suitable grade of their respective kinds for their intended use, and all workmanship shall be acceptable to City. c. Service Provider warrants all equipment, materials, labor and other work, provided under this Agreement, except City-furnished materials, equipment and labor, against defects and nonconformances in design, materials and workmanship/workwomanship for a period beginning with the start of the work and ending twelve (12) months from BID 7583 Reception Counter Remodel at DTC Page 8 of 34 and after final acceptance under the Agreement, regardless whether the same were furnished or performed by Service Provider or by any of its subcontractors of any tier. Upon receipt of written notice from City of any such defect or nonconformances, the affected item or part thereof shall be redesigned, repaired or replaced by Service Provider in a manner and at a time acceptable to City. 15. Default. Each and every term and condition hereof shall be deemed to be a material element of this Agreement. In the event either party should fail or refuse to perform according to the terms of this agreement, such party may be declared in default thereof. 16. Remedies. In the event a party has been declared in default, such defaulting party shall be allowed a period of ten (10) days within which to cure said default. In the event the default remains uncorrected, the party declaring default may elect to (a) terminate the Agreement and seek damages; (b) treat the Agreement as continuing and require specific performance; or (c) avail himself of any other remedy at law or equity. If the non-defaulting party commences legal or equitable actions against the defaulting party, the defaulting party shall be liable to the non-defaulting party for the non-defaulting party's reasonable attorney fees and costs incurred because of the default. 17. Binding Effect. This writing, together with the exhibits hereto, constitutes the entire agreement between the parties and shall be binding upon said parties, their officers, employees, agents and assigns and shall inure to the benefit of the respective survivors, heirs, personal representatives, successors and assigns of said parties. 18. Indemnity/Insurance. a. The Service Provider agrees to indemnify and save harmless the City, its officers, agents and employees against and from any and all actions, suits, claims, demands or liability of any character whatsoever brought or asserted for injuries to or death of any BID 7583 Reception Counter Remodel at DTC Page 9 of 34 person or persons, or damages to property arising out of, result from or occurring in connection with the performance of any service hereunder. b. The Service Provider shall take all necessary precautions in performing the work hereunder to prevent injury to persons and property. c. Without limiting any of the Service Provider's obligations hereunder, the Service Provider shall provide and maintain insurance coverage naming the City as an additional insured under this Agreement of the type and with the limits specified within Exhibit , consisting of one (1) page, attached hereto and incorporated herein by this reference. The Service Provider before commencing services hereunder, shall deliver to the City's Director of Purchasing and Risk Management, P. O. Box 580 Fort Collins, Colorado 80522 one copy of a certificate evidencing the insurance coverage required from an insurance company acceptable to the City. 19. Entire Agreement. This Agreement, along with all Exhibits and other documents incorporated herein, shall constitute the entire Agreement of the parties. Covenants or representations not contained in this Agreement shall not be binding on the parties. 20. Law/Severability. The laws of the State of Colorado shall govern the construction interpretation, execution and enforcement of this Agreement. In the event any provision of this Agreement shall be held invalid or unenforceable by any court of competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision of this Agreement. 21. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S., et. seq., Service Provider represents and agrees that: a. As of the date of this Agreement: 1. Service Provider does not knowingly employ or contract with an illegal alien who BID 7583 Reception Counter Remodel at DTC Page 10 of 34 will perform work under this Agreement; and 2. Service Provider will participate in either the e-Verify program created in Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th Congress, as amended, administered by the United States Department of Homeland Security (the “e-Verify Program”) or the Department Program (the “Department Program”), an employment verification program established pursuant to Section 8-17.5-102(5)(c) C.R.S. in order to confirm the employment eligibility of all newly hired employees to perform work under this Agreement. b. Service Provider shall not knowingly employ or contract with an illegal alien to perform work under this Agreement or knowingly enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien to perform work under this Agreement. c. Service Provider is prohibited from using the e-Verify Program or Department Program procedures to undertake pre-employment screening of job applicants while this Agreement is being performed. d. If Service Provider obtains actual knowledge that a subcontractor performing work under this Agreement knowingly employs or contracts with an illegal alien, Service Provider shall: 1. Notify such subcontractor and the City within three days that Service Provider has actual knowledge that the subcontractor is employing or contracting with an illegal alien; and 2. Terminate the subcontract with the subcontractor if within three days of receiving the notice required pursuant to this section the subcontractor does not cease employing or contracting with the illegal alien; except that Service Provider shall BID 7583 Reception Counter Remodel at DTC Page 11 of 34 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 illegal alien. e. Service Provider shall comply with any reasonable request by the Colorado Department of Labor and Employment (the “Department”) made in the course of an investigation that the Department undertakes or is undertaking pursuant to the authority established in Subsection 8-17.5-102 (5), C.R.S. f. If Service Provider violates any provision of this Agreement pertaining to the duties imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If this Agreement is so terminated, Service Provider shall be liable for actual and consequential damages to the City arising out of Service Provider’s violation of Subsection 8-17.5-102, C.R.S. g. The City will notify the Office of the Secretary of State if Service Provider violates this provision of this Agreement and the City terminates the Agreement for such breach. 22. Special Provisions. Special provisions or conditions relating to the services to be performed pursuant to this Agreement are set forth in Exhibit " " - Confidentiality, consisting of ( ) pages, attached hereto and incorporated herein by this reference. BID 7583 Reception Counter Remodel at DTC Page 12 of 34 CITY OF FORT COLLINS, COLORADO a municipal corporation By:_______________________________ Gerry Paul Director of Purchasing and Risk Management Date:_____________________________ ATTEST: _________________________________ City Clerk APPROVED AS TO FORM: ________________________________ Assistant City Attorney By:_______________________________ __________________________________ PRINT NAME __________________________________ CORPORATE PRESIDENT OR VICE PRESIDENT Date:_____________________________ ATTEST: (Corporate Seal) _____________________________ CORPORATE SECRETARY BID 7583 Reception Counter Remodel at DTC Page 13 of 34 EXHIBIT INSURANCE REQUIREMENTS 1. The Service Provider will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Service Provider shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: "The insurance evidenced by this Certificate will not be cancelled or materially altered, except after ten (10) days written notice has been received by the City of Fort Collins." In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Service Provider, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Service Provider under this Agreement. The City, its officers, agents and employees shall be named as additional insureds on the Service Provider's general liability and automobile liability insurance policies for any claims arising out of work performed under this Agreement. 2. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The Service Provider shall maintain during the life of this Agreement for all of the Service Provider's employees engaged in work performed under this agreement: 1. Workers' Compensation insurance with statutory limits as required by Colorado law. 2. Employer's Liability insurance with limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee. B. Commercial General & Vehicle Liability. The Service Provider shall maintain during the life of this Agreement such commercial general liability and automobile liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for each coverage, Commercial General and Vehicle, shall not be less than $500,000 combined single limits for bodily injury and property damage. In the event any work is performed by a subcontractor, the Service Provider shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. BID 7583 Reception Counter Remodel at DTC Page 14 of 34 EXHIBIT CONFIDENTIALITY IN CONNECTION WITH SERVICES provided to the City of Fort Collins (the “City”) pursuant to this Agreement (the “Agreement”), the Service Provider hereby acknowledges that it has been informed that the City has established policies and procedures with regard to the handling of confidential information and other sensitive materials. In consideration of access to certain information, data and material (hereinafter individually and collectively, regardless of nature, referred to as “information”) that are the property of and/or relate to the City or its employees, customers or suppliers, which access is related to the performance of services that the Service Provider has agreed to perform, the Service Provider hereby acknowledges and agrees as follows: That information that has or will come into its possession or knowledge in connection with the performance of services for the City may be confidential and/or proprietary. The Service Provider agrees to treat as confidential (a) all information that is owned by the City, or that relates to the business of the City, or that is used by the City in carrying on business, and (b) all information that is proprietary to a third party (including but not limited to customers and suppliers of the City). The Service Provider shall not disclose any such information to any person not having a legitimate need-to-know for purposes authorized by the City. Further, the Service Provider shall not use such information to obtain any economic or other benefit for itself, or any third party, except as specifically authorized by the City. The foregoing to the contrary notwithstanding, the Service Provider understands that it shall have no obligation under this Agreement with respect to information and material that (a) becomes generally known to the public by publication or some means other than a breach of duty of this Agreement, or (b) is required by law, regulation or court order to be disclosed, provided that the request for such disclosure is proper and the disclosure does not exceed that which is required. In the event of any disclosure under (b) above, the Service Provider shall furnish a copy of this Agreement to anyone to whom it is required to make such disclosure and shall promptly advise the City in writing of each such disclosure. In the event that the Service Provider ceases to perform services for the City, or the City so requests for any reason, the Service Provider shall promptly return to the City any and all information described hereinabove, including all copies, notes and/or summaries (handwritten or mechanically produced) thereof, in its possession or control or as to which it otherwise has access. The Service Provider understands and agrees that the City’s remedies at law for a breach of the Service Provider’s obligations under this Confidentiality Agreement may be inadequate and that the City shall, in the event of any such breach, be entitled to seek equitable relief (including without limitation preliminary and permanent injunctive relief and specific performance) in addition to all other remedies provided hereunder or available at law. BID 7583 Reception Counter Remodel at DTC Page 15 of 34 DAVIS BACON WAGE RATES General Decision Number: CO130008 11/01/2013 CO8 Superseded General Decision Number: CO20120008 State: Colorado Construction Type: Building County: Larimer County in Colorado. BUILDING CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories) Modification Number Publication Date 0 01/04/2013 1 01/11/2013 2 03/08/2013 3 04/05/2013 4 04/26/2013 5 05/03/2013 6 05/31/2013 7 06/28/2013 8 07/05/2013 9 07/26/2013 10 11/01/2013 ASBE0028-001 10/01/2012 Rates Fringes Asbestos Workers/Insulator (Includes application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems).................... $ 28.98 13.03 ---------------------------------------------------------------- CARP1001-001 05/01/2009 Rates Fringes CARPENTER (Including Formbuilding and Metal Stud Work)........ $ 26.60 8.89 ---------------------------------------------------------------- CARP1607-002 06/01/2012 Rates Fringes MILLWRIGHT....................... $ 28.95 11.10 ---------------------------------------------------------------- ELEC0068-009 12/01/2012 Rates Fringes ELECTRICIAN (Including Low Voltage Wiring and Installation of Communications Systems, Security Systems, Telephones, and Temperature Controls)....... $ 32.10 12.53 BID 7583 Reception Counter Remodel at DTC Page 16 of 34 ---------------------------------------------------------------- ELEV0025-002 01/01/2013 Rates Fringes Elevator Constructor............. $ 39.59 25.185 FOOTNOTE: a. Employer contributes 8% of basic hourly rate for over 5 years' service and 6% basic hourly rate for 6 months' to 5 years' service as Vacation Pay Credit. PAID HOLIDAYS: New Year's Day; Memorial Day; Independence Day; Labor Day; Veterans Day; Thanksgiving Day; Friday after Thanksgiving Day; and Christmas Day. ---------------------------------------------------------------- IRON0024-001 07/01/2011 Rates Fringes IRONWORKER, STRUCTURAL........... $ 23.80 10.91 ---------------------------------------------------------------- PAIN0930-001 07/01/2013 Rates Fringes GLAZIER.......................... $ 28.67 7.52 ---------------------------------------------------------------- PLAS0577-001 05/01/2013 Rates Fringes Cement Mason/Concrete Finisher... $ 23.25 10.23 ---------------------------------------------------------------- PLUM0003-001 07/01/2013 Rates Fringes PLUMBER (Excluding HVAC work)....... $ 33.18 12.44 ---------------------------------------------------------------- PLUM0208-001 07/01/2013 Rates Fringes PIPEFITTER (Including HVAC pipe)....... $ 33.35 12.27 ---------------------------------------------------------------- * SHEE0009-001 07/01/2013 Rates Fringes Sheet metal worker (Includes HVAC duct and installation of HVAC systems).................... $ 32.04 13.13 ---------------------------------------------------------------- SUCO2001-015 12/20/2001 Rates Fringes LABORER Common...................... $ 9.56 2.36 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ================================================================ BID 7583 Reception Counter Remodel at DTC Page 17 of 34 Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). ---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is union or non-union. Union Identifiers An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/01/2011. The first four letters , PLUM, indicate the international union and the four-digit number, 0198, that follows indicates the local union number or district council number where applicable , i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July 1, 2011 in the above example. Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rates. 0000/9999: weighted union wage rates will be published annually each January. Non-Union Identifiers Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non-union data. Example: SULA2004-007 5/13/2010. SU indicates the rates are not union majority rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date. Survey wage rates will remain in effect and will not change until a new survey is conducted. ---------------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the BID 7583 Reception Counter Remodel at DTC Page 18 of 34 response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. ================================================================ END OF GENERAL DECISION BID 7583 Reception Counter Remodel at DTC Page 19 of 34 FEDERAL REQUIREMENTS FEDERAL TRANSIT ADMINISTRATION TABLE OF CONTENTS Federally Required and Other Model Contract Clauses 1. NO GOVERNMENT OBLIGATION TO THIRD PARTIES ............................................................... 20 2. PROGRAM FRAUD AND FALSE OR FRAUDULENT STATEMENTS AND RELATED ACTS ....................................................................................................................................................... 20 3. ACCESS TO RECORDS AND REPORTS ...................................................................................... 20 4. FEDERAL CHANGES ..................................................................................................................... 22 5. TERMINATION ................................................................................................................................ 22 6. CIVIL RIGHTS REQUIREMENTS ................................................................................................... 23 7. DISADVANTAGED BUSINESS ENTERPRISE (DBE) ................................................................... 24 8. INCORPORATION OF FEDERAL TRANSIT ADMINISTRATION (FTA) TERMS .......................... 24 9. GOVERNMENT-WIDE DEBARMENT AND SUSPENSION (NONPROCUREMENT) .................... 25 10. CARGO PREFERENCE REQUIREMENTS .................................................................................... 26 11. DAVIS-BACON AND COPELAND ANTI-KICKBACK ACTS ......................................................... 26 12. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT ................................................... 33 13. ENERGY CONSERVATION REQUIREMENTS .............................................................................. 34 14. RECYCLED PRODUCTS ................................................................................................................ 34 15. ADA Access .................................................................................................................................... 34 16. CITY OF FORT COLLINS BID PROTEST PROCEDURES ............................................................ 34 BID 7583 Reception Counter Remodel at DTC Page 20 of 34 1. NO GOVERNMENT OBLIGATION TO THIRD PARTIES No Obligation by the Federal Government. (1) The Purchaser and Contractor acknowledge and agree that, notwithstanding any concurrence by the Federal Government in or approval of the solicitation or award of the underlying contract, absent the express written consent by the Federal Government, the Federal Government is not a party to this contract and shall not be subject to any obligations or liabilities to the Purchaser, Contractor, or any other party (whether or not a party to that contract) pertaining to any matter resulting from the underlying contract. (2) The Contractor agrees to include the above clause in each subcontract financed in whole or in part with Federal assistance provided by FTA. It is further agreed that the clause shall not be modified, except to identify the subcontractor who will be subject to its provisions. 2. PROGRAM FRAUD AND FALSE OR FRAUDULENT STATEMENTS AND RELATED ACTS Program Fraud and False or Fraudulent Statements or Related Acts. (1) The Contractor acknowledges that the provisions of the Program Fraud Civil Remedies Act of 1986, as amended, 31 U.S.C. § 3801 et seq. and U.S. DOT regulations, "Program Fraud Civil Remedies," 49 C.F.R. Part 31, apply to its actions pertaining to this Project. Upon execution of the underlying contract, the Contractor certifies or affirms the truthfulness and accuracy of any statement it has made, it makes, it may make, or causes to be made, pertaining to the underlying contract or the FTA assisted project for which this contract work is being performed. In addition to other penalties that may be applicable, the Contractor further acknowledges that if it makes, or causes to be made, a false, fictitious, or fraudulent claim, statement, submission, or certification, the Federal Government reserves the right to impose the penalties of the Program Fraud Civil Remedies Act of 1986 on the Contractor to the extent the Federal Government deems appropriate. (2) The Contractor also acknowledges that if it makes, or causes to be made, a false, fictitious, or fraudulent claim, statement, submission, or certification to the Federal Government under a contract connected with a project that is financed in whole or in part with Federal assistance originally awarded by FTA under the authority of 49 U.S.C. § 5307, the Government reserves the right to impose the penalties of 18 U.S.C. § 1001 and 49 U.S.C. § 5307(n)(1) on the Contractor, to the extent the Federal Government deems appropriate. (3) The Contractor agrees to include the above two clauses in each subcontract financed in whole or in part with Federal assistance provided by FTA. It is further agreed that the clauses shall not be modified, except to identify the subcontractor who will be subject to the provisions. 3. ACCESS TO RECORDS AND REPORTS Access to Records - The following access to records requirements apply to this Contract: A. Where the Purchaser is not a State but a local government and is the FTA Recipient or a subgrantee of the FTA Recipient in accordance with 49 C.F.R. 18.36(i), the Contractor agrees to provide the Purchaser, the FTA Administrator, the Comptroller BID 7583 Reception Counter Remodel at DTC Page 21 of 34 General of the United States or any of their authorized representatives access to any books, documents, papers and records of the Contractor which are directly pertinent to this contract for the purposes of making audits, examinations, excerpts and transcriptions. Contractor also agrees, pursuant to 49 C.F.R. 633.17 to provide the FTA Administrator or his authorized representatives including any PMO Contractor access to Contractor's records and construction sites pertaining to a major capital project, defined at 49 U.S.C. 5302(a)1, which is receiving federal financial assistance through the programs described at 49 U.S.C. 5307, 5309 or 5311. B. The Contractor agrees to permit any of the foregoing parties to reproduce by any means whatsoever or to copy excerpts and transcriptions as reasonably needed. C. The Contractor agrees to maintain all books, records, accounts and reports required under this contract for a period of not less than three years after the date of termination or expiration of this contract, except in the event of litigation or settlement of claims arising from the performance of this contract, in which case Contractor agrees to maintain same until the Purchaser, the FTA Administrator, the Comptroller General, or any of their duly authorized representatives, have disposed of all such litigation, appeals, claims or exceptions related thereto. Reference 49 CFR 18.39(i)(11). D. FTA does not require the inclusion of these requirements in subcontracts. Requirements for Access to Records and Reports by Types of Contract Contract Characteristics Operationa l Service Contract Turnkey Constructio n Architectural Engineering Acquisitio n of Rolling Stock Professional Services I State Grantees a. Contracts below SAT ($100,000) b. Contracts above $100,000/Capital Projects None None unless1 non- competitive award Those imposed on state pass thru to Contractor None Yes, if non- competitive award or if funded thru2 5307/5309/5 311 BID 7583 Reception Counter Remodel at DTC Page 22 of 34 4. FEDERAL CHANGES Federal Changes - Contractor shall at all times comply with all applicable FTA regulations, policies, procedures and directives, including without limitation those listed directly or by reference in the Master Agreement between Purchaser and FTA, as they may be amended or promulgated from time to time during the term of this contract. Contractor's failure to so comply shall constitute a material breach of this contract. 5. TERMINATION A. Termination for Convenience (General Provision) The (Recipient) may terminate this contract, in whole or in part, at any time by written notice to the Contractor when it is in the Government's best interest. The Contractor shall be paid its costs, including contract close-out costs, and profit on work performed up to the time of termination. The Contractor shall promptly submit its termination claim to (Recipient) to be paid the Contractor. If the Contractor has any property in its possession belonging to the (Recipient), the Contractor will account for the same, and dispose of it in the manner the (Recipient) directs. B. Opportunity to Cure (General Provision) The (Recipient) in its sole discretion may, in the case of a termination for breach or default, allow the Contractor [an appropriately short period of time] in which to cure the defect. In such case, the notice of termination will state the time period in which cure is permitted and other appropriate conditions If Contractor fails to remedy to (Recipient)'s satisfaction the breach or default of any of the terms, covenants, or conditions of this Contract within [ten (10) days] after receipt by Contractor of written notice from (Recipient) setting forth the nature of said breach or default, (Recipient) shall have the right to terminate the Contract without any further obligation to Contractor. Any such termination for default shall not in any way operate to preclude (Recipient) from also pursuing all available remedies against Contractor and its sureties for said breach or default. C. Termination for Default (Construction) If the Contractor refuses or fails to prosecute the work or any separable part, with the diligence that will insure its completion within the time specified in this contract or any extension or fails to complete the work within this time, or if the Contractor fails to comply with any other provisions of this contract, the (Recipient) may terminate this contract for default. The (Recipient) shall terminate by delivering to the Contractor a Notice of Termination specifying the nature of the default. In this event, the Recipient may take over the work and compete it by contract or otherwise, and may take possession of and use any materials, appliances, and plant on the work site necessary for completing the work. The Contractor and its sureties shall be liable for any damage to the Recipient resulting from the Contractor's refusal or failure to complete the work within specified time, whether or not the Contractor's right to proceed with the work is terminated. This liability includes any increased costs incurred by the Recipient in completing the work. The Contractor's right to proceed shall not be terminated nor the Contractor charged with damages under this clause if- 1. the delay in completing the work arises from unforeseeable causes beyond the control and without the fault or negligence of the Contractor. Examples of such causes include: acts of God, acts of the Recipient, acts of another Contractor in the performance of a contract with the Recipient, epidemics, quarantine restrictions, strikes, freight embargoes; and BID 7583 Reception Counter Remodel at DTC Page 23 of 34 2. the contractor, within [10] days from the beginning of any delay, notifies the (Recipient) in writing of the causes of delay. If in the judgment of the (Recipient), the delay is excusable, the time for completing the work shall be extended. The judgment of the (Recipient) shall be final and conclusive on the parties, but subject to appeal under the Disputes clauses. If, after termination of the Contractor's right to proceed, it is determined that the Contractor was not in default, or that the delay was excusable, the rights and obligations of the parties will be the same as if the termination had been issued for the convenience of the Recipient. 6. CIVIL RIGHTS REQUIREMENTS Civil Rights - The following requirements apply to the underlying contract: (1) Nondiscrimination - In accordance with Title VI of the Civil Rights Act, as amended, 42 U.S.C. § 2000d, section 303 of the Age Discrimination Act of 1975, as amended, 42 U.S.C. § 6102, section 202 of the Americans with Disabilities Act of 1990, 42 U.S.C. § 12132, and Federal transit law at 49 U.S.C. § 5332, the Contractor agrees that it will not discriminate against any employee or applicant for employment because of race, color, creed, national origin, sex, age, or disability. In addition, the Contractor agrees to comply with applicable Federal implementing regulations and other implementing requirements FTA may issue. (2) Equal Employment Opportunity - The following equal employment opportunity requirements apply to the underlying contract: (a) Race, Color, Creed, National Origin, Sex - In accordance with Title VII of the Civil Rights Act, as amended, 42 U.S.C. § 2000e, and Federal transit laws at 49 U.S.C. § 5332, the Contractor agrees to comply with all applicable equal employment opportunity requirements of U.S. Department of Labor (U.S. DOL) regulations, "Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor," 41 C.F.R. Parts 60 et seq., (which implement Executive Order No. 11246, "Equal Employment Opportunity," as amended by Executive Order No. 11375, "Amending Executive Order 11246 Relating to Equal Employment Opportunity," 42 U.S.C. § 2000e note), and with any applicable Federal statutes, executive orders, regulations, and Federal policies that may in the future affect construction activities undertaken in the course of the Project. The Contractor agrees to take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, creed, national origin, sex, or age. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. In addition, the Contractor agrees to comply with any implementing requirements FTA may issue. (b) Age - In accordance with section 4 of the Age Discrimination in Employment Act of 1967, as amended, 29 U.S.C. § § 623 and Federal transit law at 49 U.S.C. § 5332, the Contractor agrees to refrain from discrimination against present and prospective employees for reason of age. In addition, the Contractor agrees to comply with any implementing requirements FTA may issue. (c) Disabilities - In accordance with section 102 of the Americans with Disabilities Act, BID 7583 Reception Counter Remodel at DTC Page 24 of 34 as amended, 42 U.S.C. § 12112, the Contractor agrees that it will comply with the requirements of U.S. Equal Employment Opportunity Commission, "Regulations to Implement the Equal Employment Provisions of the Americans with Disabilities Act," 29 C.F.R. Part 1630, pertaining to employment of persons with disabilities. In addition, the Contractor agrees to comply with any implementing requirements FTA may issue. (3) The Contractor also agrees to include these requirements in each subcontract financed in whole or in part with Federal assistance provided by FTA, modified only if necessary to identify the affected parties. 7. DISADVANTAGED BUSINESS ENTERPRISE (DBE) a. This contract is subject to the requirements of Title 49, Code of Federal Regulations, Part 26, Participation by Disadvantaged Business Enterprises in Department of Transportation Financial Assistance Programs. The national goal for participation of Disadvantaged Business Enterprises (DBE) is 10%. The agency’s overall goal for DBE participation is _9_ %. A separate contract goal [has not] been established for this procurement. b. The contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of this DOT-assisted contract. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as City of Fort Collins deems appropriate. Each subcontract the contractor signs with a subcontractor must include the assurance in this paragraph (see 49 CFR 26.13(b)). c. {If no separate contract goal has been established, use the following} The successful bidder/offeror will be required to report its DBE participation obtained through race-neutral means throughout the period of performance. d. The contractor is required to pay its subcontractors performing work related to this contract for satisfactory performance of that work no later than 30 days after the contractor’s receipt of payment for that work from the City of Fort Collins. In addition, is required to return any retainage payments to those subcontractors within 30 days after the subcontractor's work related to this contract is satisfactorily completed. e. The contractor must promptly notify City of Fort Collins whenever a DBE subcontractor performing work related to this contract is terminated or fails to complete its work, and must make good faith efforts to engage another DBE subcontractor to perform at least the same amount of work. The contractor may not terminate any DBE subcontractor and perform that work through its own forces or those of an affiliate without prior written consent of City of Fort Collins. 8. INCORPORATION OF FEDERAL TRANSIT ADMINISTRATION (FTA) TERMS Incorporation of Federal Transit Administration (FTA) Terms - The preceding provisions include, in part, certain Standard Terms and Conditions required by DOT, whether or not expressly set forth in the preceding contract provisions. All contractual provisions required by DOT, as set forth in FTA Circular 4220.1E, are hereby incorporated by reference. Anything to the contrary herein notwithstanding, all FTA mandated terms shall be deemed to control in the event of a conflict with other provisions contained in this Agreement. The BID 7583 Reception Counter Remodel at DTC Page 25 of 34 Contractor shall not perform any act, fail to perform any act, or refuse to comply with any (name of grantee) requests which would cause (name of grantee) to be in violation of the FTA terms and conditions. 9. GOVERNMENT-WIDE DEBARMENT AND SUSPENSION (NONPROCUREMENT) Background and Applicability In conjunction with the Office of Management and Budget and other affected Federal agencies, DOT published an update to 49 CFR Part 29 on November 26, 2003. This government-wide regulation implements Executive Order 12549, Debarment and Suspension, Executive Order 12689, Debarment and Suspension, and 31 U.S.C. 6101 note (Section 2455, Public Law 103-355, 108 Stat. 3327). The provisions of Part 29 apply to all grantee contracts and subcontracts at any level expected to equal or exceed $25,000 as well as any contract or subcontract (at any level) for Federally required auditing services. 49 CFR 29.220(b). This represents a change from prior practice in that the dollar threshold for application of these rules has been lowered from $100,000 to $25,000. These are contracts and subcontracts referred to in the regulation as “covered transactions.” Grantees, contractors, and subcontractors (at any level) that enter into covered transactions are required to verify that the entity (as well as its principals and affiliates) they propose to contract or subcontract with is not excluded or disqualified. They do this by (a) Checking the Excluded Parties List System, (b) Collecting a certification from that person, or (c) Adding a clause or condition to the contract or subcontract. This represents a change from prior practice in that certification is still acceptable but is no longer required. 49 CFR 29.300. Grantees, contractors, and subcontractors who enter into covered transactions also must require the entities they contract with to comply with 49 CFR 29, subpart C and include this requirement in their own subsequent covered transactions (i.e., the requirement flows down to subcontracts at all levels). Clause Language The following clause language is suggested, not mandatory. It incorporates the optional method of verifying that contractors are not excluded or disqualified by certification. Suspension and Debarment This contract is a covered transaction for purposes of 49 CFR Part 29. As such, the contractor is required to verify that none of the contractor, its principals, as defined at 49 CFR 29.995, or affiliates, as defined at 49 CFR 29.905, are excluded or disqualified as defined at 49 CFR 29.940 and 29.945. The contractor is required to comply with 49 CFR 29, Subpart C and must include the requirement to comply with 49 CFR 29, Subpart C in any lower tier covered transaction it enters into. By signing and submitting its bid or proposal, the bidder or proposer certifies as follows: The certification in this clause is a material representation of fact relied upon by {insert agency name}. If it is later determined that the bidder or proposer knowingly rendered an erroneous certification, in addition to remedies available to {insert agency name}, the Federal Government may pursue available remedies, including but not limited to BID 7583 Reception Counter Remodel at DTC Page 26 of 34 suspension and/or debarment. The bidder or proposer agrees to comply with the requirements of 49 CFR 29, Subpart C while this offer is valid and throughout the period of any contract that may arise from this offer. The bidder or proposer further agrees to include a provision requiring such compliance in its lower tier covered transactions. 10. CARGO PREFERENCE REQUIREMENTS Cargo Preference - Use of United States-Flag Vessels - The contractor agrees: a. to use privately owned United States-Flag commercial vessels to ship at least 50 percent of the gross tonnage (computed separately for dry bulk carriers, dry cargo liners, and tankers) involved, whenever shipping any equipment, material, or commodities pursuant to the underlying contract to the extent such vessels are available at fair and reasonable rates for United States-Flag commercial vessels; b. to furnish within 20 working days following the date of loading for shipments originating within the United States or within 30 working days following the date of leading for shipments originating outside the United States, a legible copy of a rated, "on-board" commercial ocean bill-of -lading in English for each shipment of cargo described in the preceding paragraph to the Division of National Cargo, Office of Market Development, Maritime Administration, Washington, DC 20590 and to the FTA recipient (through the contractor in the case of a subcontractor's bill-of- lading.) c. to include these requirements in all subcontracts issued pursuant to this contract when the subcontract may involve the transport of equipment, material, or commodities by ocean vessel. 11. DAVIS-BACON AND COPELAND ANTI-KICKBACK ACTS Background and Application The Davis-Bacon and Copeland Acts are codified at 40 USC 3141, et seq. and 18 USC 874. The Acts apply to grantee construction contracts and subcontracts that “at least partly are financed by a loan or grant from the Federal Government.” 40 USC 3145(a), 29 CFR 5.2(h), 49 CFR 18.36(i)(5). The Acts apply to any construction contract over $2,000. 40 USC 3142(a), 29 CFR 5.5(a). ‘Construction,’ for purposes of the Acts, includes “actual construction, alteration and/or repair, including painting and decorating.” 29 CFR 5.5(a). The requirements of both Acts are incorporated into a single clause (see 29 CFR 3.11) enumerated at 29 CFR 5.5(a) and reproduced below. The clause language is drawn directly from 29 CFR 5.5(a) and any deviation from the model clause below should be coordinated with counsel to ensure the Acts’ requirements are satisfied. Clause Language Davis-Bacon and Copeland Anti-Kickback Acts (1) Minimum wages – (i) All laborers and mechanics employed or working upon the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part BID 7583 Reception Counter Remodel at DTC Page 27 of 34 hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph (1)(iv) of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR Part 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classifications and wage rates conformed under paragraph (1)(ii) of this section) and the Davis-Bacon poster (WH-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. (ii) (A) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (1) Except with respect to helpers as defined as 29 CFR 5.2(n)(4), the work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination; and (4) With respect to helpers as defined in 29 CFR 5.2(n)(4), such a classification prevails in the area in which the work is performed. (B) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (C) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree BID 7583 Reception Counter Remodel at DTC Page 28 of 34 on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (D) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs (a)(1)(ii) (B) or (C) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis- Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (v) (A) The contracting officer shall require that any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (B) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (C) In the event the contractor, the laborers or mechanics to be employed in the BID 7583 Reception Counter Remodel at DTC Page 29 of 34 classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination with 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (D) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs (a)(1)(v) (B) or (C) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (2) Withholding – The City of Fort Collins shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the contractor under this contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), all or part of the wages required by the contract, the City of Fort Collins may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. (3) Payrolls and basic records – (i) Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work (or under the United States Housing Act of 1937, or under the Housing Act of 1949, in the construction or development of the project). Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis-Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the BID 7583 Reception Counter Remodel at DTC Page 30 of 34 registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (ii) (A) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the City of Fort Collins for transmission to the Federal Transit Administration. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under section 5.5(a)(3)(i) of Regulations, 29 CFR part 5. This information may be submitted in any form desired. Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal Stock Number 029-005-00014-1), U.S. Government Printing Office, Washington, DC 20402. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. (B) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (1) That the payroll for the payroll period contains the information required to be maintained under section 5.5(a)(3)(i) of Regulations, 29 CFR part 5 and that such information is correct and complete; (2) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (C) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph (a)(3)(ii)(B) of this section. (D) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code. (iii) The contractor or subcontractor shall make the records required under paragraph (a)(3)(i) of this section available for inspection, copying, or transcription by authorized representatives of the Federal Transit Administration or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the Federal agency may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 BID 7583 Reception Counter Remodel at DTC Page 31 of 34 CFR 5.12. (4) Apprentices and trainees – (i) Apprentices - Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator of the Wage and Hour Division of the U.S. Department of Labor determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Bureau of Apprenticeship and Training, or a State Apprenticeship Agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (ii) Trainees - Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does BID 7583 Reception Counter Remodel at DTC Page 32 of 34 not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (iii) Equal employment opportunity - The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. (5) Compliance with Copeland Act requirements - The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. (6) Subcontracts - The contractor or subcontractor shall insert in any subcontracts the clauses contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as the Federal Transit Administration may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. (7) Contract termination: debarment - A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. (8) Compliance with Davis-Bacon and Related Act requirements - All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. (9) Disputes concerning labor standards - Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. (10) Certification of eligibility – (i) By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). (ii) No part of this contract shall be subcontracted to any person or firm ineligible for BID 7583 Reception Counter Remodel at DTC Page 33 of 34 award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). (iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. 12. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT Background and Application The Contract Work Hours and Safety Standards Act is codified at 40 USC 3701, et seq. The Act applies to grantee contracts and subcontracts “financed at least in part by loans or grants from … the [Federal] Government.” 40 USC 3701(b)(1)(B)(iii) and (b)(2), 29 CFR 5.2(h), 49 CFR 18.36(i)(6). Although the original Act required its application in any construction contract over $2,000 or non-construction contract to which the Act applied over $2,500 (and language to that effect is still found in 49 CFR 18.36(i)(6)), the Act no longer applies to any “contract in an amount that is not greater than $100,000.” 40 USC 3701(b)(3) (A)(iii). The Act applies to construction contracts and, in very limited circumstances, non- construction projects that employ “laborers or mechanics on a public work.” These non- construction applications do not generally apply to transit procurements because transit procurements (to include rail cars and buses) are deemed “commercial items.” 40 USC 3707, 41 USC 403 (12). A grantee that contemplates entering into a contract to procure a developmental or unique item should consult counsel to determine if the Act applies to that procurement and that additional language required by 29 CFR 5.5(c) must be added to the basic clause below. The clause language is drawn directly from 29 CFR 5.5(b) and any deviation from the model clause below should be coordinated with counsel to ensure the Act’s requirements are satisfied. Clause Language Contract Work Hours and Safety Standards (1) Overtime requirements - No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. (2) Violation; liability for unpaid wages; liquidated damages - In the event of any violation of the clause set forth in paragraph (1) of this section the contractor and any subcontractor responsible therefore- shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1) of this section, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1) of this section. (3) Withholding for unpaid wages and liquidated damages - The (write in the name of the grantee) shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any BID 7583 Reception Counter Remodel at DTC Page 34 of 34 moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2) of this section. (4) Subcontracts - The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs (1) through (4) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1) through (4) of this section. 13. ENERGY CONSERVATION REQUIREMENTS Energy Conservation - The contractor agrees to comply with mandatory standards and policies relating to energy efficiency which are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act. 14. RECYCLED PRODUCTS Recovered Materials - The contractor agrees to comply with all the requirements of Section 6002 of the Resource Conservation and Recovery Act (RCRA), as amended (42 U.S.C. 6962), including but not limited to the regulatory provisions of 40 CFR Part 247, and Executive Order 12873, as they apply to the procurement of the items designated in Subpart B of 40 CFR Part 247. 15. ADA Access Accessibility. Facilities to be used in public transportation service must comply with 42 U.S.C. Sections 12101 et seq. and DOT regulations, “Transportation Services for Individuals with Disabilities (ADA),” 49 CFR Part 37; and Joint ATBCB/DOT regulations, “Americans with Disabilities (ADA) Accessibility Specifications for Transportation Vehicles,” 36 CFR Part 1192 and 49 CFR Part 38. Notably, DOT incorporated by reference the ATBCB’s “Americans with Disabilities Act Accessibility Guidelines” (ADAAG), revised July 2004, which include accessibility guidelines for buildings and facilities, and are incorporated into Appendix A to 49 CFR Part 37. DOT also added specific provisions to Appendix A modifying the ADAAG, with the result that buildings and facilities must comply with both the ADAAG and amendments thereto in Appendix A to 49 CFR Part 37. 16. CITY OF FORT COLLINS BID PROTEST PROCEDURES The City of Fort Collins has a protest procedure, covering any phase of solicitation or award, including but not limited to specification or award. The protest procedures are available from the Purchasing Department, City of Fort Collins, 215 N. Mason, Street, 2nd Floor, P. O. Box 580, Fort Collins, CO. 80522. You may also request a copy of the procedures by emailing: Purchasing@fcgov.com or calling 970-221-6775. 1. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT IMMEDIATELY WHEN DISCREPANCIES ARE DISCOVERED. 2. IT IS THE RESPONSIBILITY OF THE DESIGN-BUILD MECHANICAL AND ELECTRICAL SUBCONTRACTORS TO REVIEW ALL OF THE DRAWINGS, INCLUDING EXISTING DRAWINGS IN ORDER TO DETERMINE THEIR SCOPE OF WORK UNDER THEIR RESPECTIVE CONTRACTS. 3. ROOM NUMBERS SHOWN ON THE DRAWINGS ARE FOR CONSTRUCTION REFERENCE ONLY. 'FINAL' ROOM NUMBERS FOR SIGNAGE, ALARM SCHEDULES, PANELS SCHEDULES, ETC. WILL BE ISSUED AT LATER DATE. 4. ALL MECH, ELECT, DATA, FIRE ALARM AND FIRE SPRINKLER (IF NECESSARY) DESIGN, WHETHER SHOWN OR NOT SHOWN, ARE DESIGN/BUILD BY OWNER. DESIGN/BUILD CONTRACTORS SHALL COORDINATE THEIR WORK WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFY ALL CONDITIONS. DOWNTOWN TRANSIT CENTER CITY OF FORT COLLINS DOWNTOWN TRANSIT CENTER 250 NOTH MASON STREET FORT COLLINS, CO 810524 ARCHITECT OWNER RB+B ARCHITECTS, INC. 315 E. MOUNTAIN AVE., SUITE 100 FORT COLLINS, CO 80524 Phone: 970-484-0117 Fax: 970-4840264 NO ALTERATIONS PROPOSED IN THIS WORK WILL ALTER EXISTING EGRESS. POUDRE FIRE AUTHORITY 102 REMINGTON STREET FORT COLLINS, CO. 80524 CITY OF FORT COLLINS BUILDING DEPARTMENT 281 N COLLEGE AVE FORT COLLINS, CO. 80524 C D D20 D21 ABUSE RESISTANT GYP BOARD TO 4'-0" AFF 7 1/4" D30 9 1/4" 8" MTL. STUDS + a = ACOUSTIC WALL: ACHIEVE STC 45 + s = WALL TO RESIST THE PASSAGE OF SMOKE + r = RATED WALL: MEET GA ASSEMBLY WP1072 D10 4 7/8" D11 ABUSE RESISTANT GYP BOARD TO 4'-0" AFF 6" MTL. STUDS 3 5/8" MTL. STUDS C20 C21 6 5/8" 7 1 1 2 2 2 3 5 4 13 7 8 8 8 8 9 10 10 11 12 6 DISPATCH/ TICKETING 102 VESTIBULE 101 WAITING 103 13 1. DRAWINGS INDICATE AN APPROXIMATION OF THE BUILDING CONSTRUCTION AND DIMENSIONS FOR BIDDING PURPOSES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS, INCLUDING REQUIRED DEMOLITION OF THE BUILDING & ITS CONTENTS, ACCOMMODATION OF DEMOLITION REMOVAL, AND NEW CONSTRUCTION SCOPE OF WORK. ADDITIONALLY, THESE DRAWINGS MAY NOT INCLUDE ALL EXISTING CONDITIONS WHICH MAY AFFECT THE WORK OF THIS CONTRACT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL CONDITIONS BEFORE BEGINNING CONSTRUCTION. 2. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR SUPPORT AS NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR DAMAGE TO STRUCTURES TO BE DEMOLISHED AND ADJACENT FACILITIES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS OF STABILIZATION OF THE EXISTING AND ADJACENT STRUCTURES DURING AND AFTER DEMOLITION OF THE BUILDING, INCLUDING ANY ADDITIONAL BRACING NOT SPECIFICALLY INDICATED ON THE ATTACHED DRAWINGS, AS REQUIRED BY CONDITIONS IN THE FIELD. 3REMOVED IN THEIR ENTIRETY TO EXTENT INDICATED ON THE DRAWINGS AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. EXISTING WALLS (OR PORTIONS OF WALLS) TO BE REMOVED SHALL BE CUT FLUSH WHERE INTERSECTED WITH WALLS TO REMAIN. REMAINING WALLS TO BE PATCHED AND FINISHED SMOOTH. NEW OPENINGS TO BE CUT IN EXISTING WALLS SHALL BE SAW-CUT AT LOCATIONS INDICATED, TO THE HEIGHT AND WIDTH INDICATED, AND SMOOTHED/PATCHED AS NECESSARY FOR INSTALLATION OF FRAMES. NEW LINTELS SHALL BE A221 C5 C2 4'-10" 2'-2" 3'-11" 5'-2" A501 A4 1'-1 1/4" 11 1/8" 1'-1 1/8" 1'-1 1/4" 2'-7" 3'-5" 1'-7" 3'-5" 2'-7" 1'-1 1/4" 1'-1 1/8" C1 A221 B1 A1 A501 3'-5" 3'-6 3/4" 3'-5" 2'-3 1/2" D10 C10 D10 D10 A2 A501 B2 A221 1 1 1 1 2 3 3 1 1 3 2 4 5 06 41 13.B1 GROMMET - VERIFY LOCATION WITH OWNER 06 41 13.B1 GROMMET - VERIFY LOCATION WITH OWNER 06 41 13.B1 GROMMET - VERIFY LOCATION WITH OWNER 06 41 13.B1 GROMMET - VERIFY LOCATION WITH OWNER 6 A3 A501 DISPATCH/ TICKETING 102 VESTIBULE 101 WAITING 103 7 1'-6" 4'-2 1/2" 1'-6" 4'-2 1/2" 1'-6" 1'-0" 3'-6" A1 A501 A2 A501 PROVIDE LOCKS ON CASEWORK, TYP. VERIFY WITH OWNER 06 41 13.A2 PLASTIC LAMINATE CABINET (PL-3) 06 41 13.A1 PLASTIC LAMINATE COUNTERTOP (PL-1) PLASTIC LAMINATE FILLER PANEL (PL-3) 09 90 00.B1 PT-1 09 90 00.B1 PT-1 09 90 00.B1 PT-1 4" BASE (RB-1) TICKET MACHINE (OF/CI) PENCIL DRAWER (OF/CI) - VERIFY LOCATION WITH OWNER CASEWORK FOR TICKET MACHINE - VERIFY EQUIPMENT SIZES/ POWER REQUIREMENTS W/OWNER PRIOR TO FABRICATION A1 A501 A2 A501 6" 4'-1 1/4" 6" 4'-1 1/4" 6" 4'-1 1/4" 6" 6" 1'-11" 6" 4" 06 20 23.A5 WOOD MOLDING, STAIN S-1 06 20 23.A4 PLASTIC LAMINATE (PL-2) 06 41 13.A1 PLASTIC LAMINATE COUNTERTOP (PL-1) 4" BASE (RB-1) 3'-6" 6'-6" 10'-0" 09 90 00.B1 PT-1 09 90 00.B1 PT-1 09 90 00.B1 PT-1 1/2" A501 D1 A501 B1 06 41 13.A1 PLASTIC LAMINATE COUNTERTOP (PL-1) 06 41 13.A2 PLASTIC LAMINATE CABINET (PL-3) A501 B4 09 29 00.A0 5/8" GYPSUM BOARD (PT-1) 06 10 00.A2 WOOD BLOCKING 09 29 00.B0 METAL FRAMING 06 20 23.A4 PLASTIC LAMINATE (PL-2) 4" BASE (RB-1) 4" BASE (RB-1) 06 41 13.B1 GROMMET - VERIFY LOCATION WITH OWNER PENCIL DRAWER (OF/CI) - VERIFY LOCATION WITH OWNER 3'-6" 4" 3'-0 1/2" 1 1/2" 1 3/4" 3" 1/2" 1 1/2" 06 20 23.A1 WOOD TRIM, STAIN S-1 06 20 23.A1 WOOD TRIM, STAIN S-1 08 80 00.B4 CLEAR TEMPERED FLOAT GLASS EASED EDGES, TYP 1/2" EQ 3/4" EQ 06 41 13.A1 PLASTIC LAMINATE COUNTERTOP (PL-1) 08 80 00.B4 CLEAR TEMPERED FLOAT GLASS METAL TRACK, ALUM BRUSHED 08 80 00.C5 SEALANT CLEAR SILICONE 1'-0" 2'-0" 1" 6" 3/4" 1'-9 1/2" 3/4" 7 1/2" 3'-6" 4" 06 20 23.A3 3/4" PLYWOOD 06 20 23.A4 PLASTIC LAMINATE (PL-2) PART 1 - PRODUCTS 1.1 MISCELLANEOUS LUMBER A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: 1. Blocking. 2. Nailers. B. For blocking not used for attachment of other construction, Utility, Stud, or No. 3 grade lumber of any species may be used provided that it is cut and selected to eliminate defects that will interfere with its attachment and purpose. PART 2 -EXECUTION 2.1 WOOD BLOCKING AND NAILER INSTALLATION A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim. Examine architectural, mechanical and electrical drawings to identify all zones and areas in which blocking is required. B. Install where indicated and where required for attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved. C. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces unless otherwise indicated. D. Specifically, provide the following non-structural framing and blocking: 1. Cabinets and shelf supports. 2. Wall brackets. 2.4 MISCELLANEOUS MATERIALS A. Furring, Blocking, Shims, and Hanging Strips: Hardwood lumber, kiln dried to less than 15 percent moisture content. B. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post-installed anchors. Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior walls and at floors. C. Adhesives: Do not use adhesives that contain urea formaldehyde. D. Adhesives: Use adhesives that meet the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small- Scale Environmental Chambers." E. Adhesive for Bonding Plastic Laminate: Contact cement. 1. Adhesive for Bonding Edges: Hot-melt adhesive. 2.5 FABRICATION OF PLASTIC LAMINATE CABINETS A. Plastic Laminate: Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Fit corners and joints hairline; secure with concealed fasteners. Slightly bevel arises. 1. Apply laminate backing sheet to reverse side of plastic laminate finished surfaces. 2. Cap exposed plastic laminate finish edges with material of same finish and pattern. B. Sand fire-retardant-treated wood lightly to remove raised grain on exposed surfaces before fabrication. C. Fabricate cabinets to dimensions, profiles, and details indicated. D. Complete fabrication, including assembly and hardware application, to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. E. Shop-cut openings to maximum extent possible to receive hardware, appliances, electrical work, and similar items. Locate openings accurately and use templates or roughing-in diagrams to produce accurately sized and shaped openings. Sand edges of cutouts to remove splinters and burrs. F. Cabinet Dimensions: Unless noted otherwise, wall cabinet clear inside depth shall be 1 foot 1/2 inch. G. Assembly: Shop assemble cabinets for delivery to site in units easily handled and to permit passage through building openings. H Edging: Fit shelves, doors, and exposed edges with specified edging. Do not use more than one piece for any single length. I. Fitting: When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide matching trim for scribing and site cutting. J. Cabinet Bodies: 1. Sub Base: a. Provide cabinets supported on floor with a separate continuous wood sub base which supports cabinets and solid wood framing. b. Sub base shall consist of 3/4 inch thick exterior grade unfinished fir plywood. c. At exposed ends of cabinets, hold plywood sub base back 1/8 inch from face of cabinet, creating a SECTION 09 29 00 GYPSUM BOARD ASSEMBLIES PART 1 - GENERAL 1.1 ACTION SUBMITTALS A. Product Data: For each type of product. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Low-Emitting Materials: For ceiling and wall assemblies, provide materials and construction identical to those tested in assembly and complying with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." 2.2 GYPSUM BOARD, GENERAL A. Size: Provide maximum lengths and widths available that will minimize joints in each area and that correspond with support system indicated. 2.3 INTERIOR GYPSUM BOARD A. Gypsum Board, Type X: ASTM C 1396/C 1396M. 1. Thickness: 5/8 inch (15.9 mm). 2. Long Edges: Tapered. 2.4 TRIM ACCESSORIES A. Interior Trim: ASTM C 1047. 1. Material: Galvanized or aluminum-coated steel sheet, rolled zinc, plastic, or paper-faced galvanized steel sheet. 2. Shapes: Cornerbead, 'L' termination trim. 2.5 FRAMING SYSTEMS A. Framing Members, General: Comply with ASTM C 754 for conditions indicated. 1. Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless otherwise indicated. 2. Protective Coating: hot-dip galvanized unless otherwise indicated. B. Studs and Runners: ASTM C 645. Use either steel studs and runners or dimpled steel studs and runners. 1. Steel Studs and Runners: a. Minimum Base-Metal Thickness: 25 gauge for general use. b. Depth: 3 5/8 inch, and as indicated on Drawings. c. Runners: match studs. C. Deflection Track- Provide deflection track assembly at all walls extending to underside of roof deck, typ. 2.6 JOINT TREATMENT MATERIALS A. General: Comply with ASTM C 475/C 475M. B. Joint Tape: 1. Interior Gypsum Board: Paper. C. Joint Compound for Interior Gypsum Board: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Prefilling: At open joints and damaged surface areas, use setting-type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use all purpose compound. a. Use setting-type compound for installing paper-faced metal trim accessories. 3. Fill Coat: For second coat, use all purpose compound. 4. Finish Coat: For third coat, use all purpose compound. 5. Skim Coat: For final coat of Level 5 finish, use setting-type, sandable topping compound. 2.7 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. B. Steel Drill Screws: ASTM C 1002, unless otherwise indicated. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and substrates including framing, with Installer present, for compliance with requirements and other conditions affecting performance. B. Verify that wood or mechanically fastened steel sheet blocking for support of framed openings, wall mounted cabinets and shelving, wall paneling and trim and joints of rigid wall coverings occurring between studs is installed before installing wallboard. C. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged. D. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION, GENERAL A. Installation Standard: ASTM C 754. 1. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply to framing installation. B. Install supplementary framing, and blocking to support heavy trim or similar construction. C. Install bracing at terminations in assemblies. 3.3 INSTALLATION OF WALL AND SOFFIT FRAMING A. Install framing system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types. 1. Single-Layer Application: 16 inches (406 mm) o.c. unless otherwise indicated. B. Install studs so flanges within framing system point in same direction. C. Double 20 gage studs required at corners and partition intersections. D. Install tracks (runners) at floors and overhead supports. E. Openings: Screw vertical studs at jambs to jamb anchor clips on frames; install runner track section (for cripple studs) at head and secure to jamb studs. 1. Install two 20 gauge studs at each jamb unless otherwise indicated. 2. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2-inch (13-mm) clearance from jamb stud to allow for installation of control joint in finished assembly. 3.5 APPLYING AND FINISHING PANELS, GENERAL A. Comply with ASTM C 840. B. Install ceiling panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. C. Install panels with face side out. Butt panels together for a light contact at edges and ends with not more than 1/16 inch (1.5 mm) of open space between panels. Do not force into place. D. Locate edge and end joints over supports, except in ceiling applications where intermediate supports or gypsum board back-blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not make joints other than control joints at corners of framed openings. E. Form control and expansion joints with space between edges of adjoining gypsum panels. F. Cover both faces of support framing with gypsum panels in concealed spaces (above ceilings, etc.), except in chases braced internally. 1. Unless concealed application is indicated or required for sound, fire, air, or smoke ratings, coverage may be accomplished with scraps of not less than 8 sq. ft. (0.7 sq. m) in area. G. Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural abutments, except floors. Provide 1/4- to 1/2-inch- (6.4- to 12.7-mm-) wide spaces at these locations and trim edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. H. Attachment to Steel Framing: Attach panels so leading edge or end of each panel is attached to open (unsupported) edges of stud flanges first. 3.6 APPLYING INTERIOR GYPSUM BOARD SECTION 08 80 00 GLAZING PART 1 - GENERAL 1.1 ACTION SUBMITTALS A. Product Data: For each glass product and glazing material indicated. B. Glass Samples: For each type of glass product; 12 inches (300 mm) square. C. Glazing Accessory Samples: For sealants D. Shop Drawings of window millwork assemblies. 1.2 INFORMATIONAL SUBMITTALS A. Product Certificates: For glass and glazing products, from manufacturer. B. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for insulating glass. 1. For glazing sealants, provide test reports based on testing current sealant formulations within previous 36-month period. C. Preconstruction adhesion and compatibility test report. D. Warranties: Sample of special warranties. 1.3 QUALITY ASSURANCE A. Installer Qualifications: A qualified installer who employs glass installers for this Project who are certified under the National Glass Association's Certified Glass Installer Program. B. Glass Testing Agency Qualifications: A qualified independent testing agency accredited according to the NFRC CAP 1 Certification Agency Program. C. Sealant Testing Agency Qualifications: An independent testing agency qualified according to ASTM C 1021 to conduct the testing indicated. 1.4 DELIVERY, STORAGE, AND HANDLING A. Protect glazing materials according to manufacturer's written instructions. Prevent damage to glass and glazing materials from condensation, temperature changes, direct exposure to sun, or other causes. B. Comply with insulating-glass manufacturer's written recommendations for venting and sealing units to avoid hermetic seal ruptures due to altitude change. PART 2 - PRODUCTS 2.1 GLASS PRODUCTS, GENERAL A. Thickness: Where glass thickness is indicated, it is a minimum. B. Strength: Where float glass is indicated, provide annealed float glass, Kind HS heat-treated float glass. 2.2 TEMPERED GLAZING A. Safety Glazing (SG): Conforming to ANSI Z97.1 with minimum thickness of ¼ inch. 1. Fully tempered: ASTM C1048, Kind FT Fully Tempered, Condition A, uncoated, Type 1 transparent flat, Class 1 clear, Quality q3 glazing select. 2.4 GLAZING SEALANTS A. General: 1. Compatibility: Provide glazing sealants that are compatible with one another and with other materials they will contact, including glass products, seals of insulating-glass units, and glazing channel substrates, under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 2. Suitability: Comply with sealant and glass manufacturers' written instructions for selecting glazing sealants suitable for applications indicated and for conditions existing at time of installation. 3. Colors of Exposed Glazing Sealants: Clear. B. Glazing Sealant: Acid-curing silicone glazing sealant complying with ASTM C 920, Type S, Grade NS, Class 25, Use NT. 2.5 MISCELLANEOUS GLAZING MATERIALS A. General: Provide products of material, size, and shape complying with referenced glazing standard, requirements of manufacturers of glass and other glazing materials for application indicated, and with a proven record of compatibility with surfaces contacted in installation. B. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer. C. Setting Blocks: Elastomeric material with a Shore, Type A durometer hardness of 85, plus or minus 5. D. Spacers: Elastomeric blocks or continuous extrusions of hardness recommended by glass manufacturer to maintain glass lites in place for installation indicated. E. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side walking). 2.6 FABRICATION OF GLAZING UNITS A. Fabricate glazing units in sizes required to fit openings indicated for Project, with edge and face clearances, edge and surface conditions, and bite complying with written instructions of product manufacturer and referenced glazing publications, to comply with system performance requirements. B. Clean-cut or flat-grind vertical edges of butt-glazed monolithic lites to produce square edges with slight chamfers at junctions of edges and faces. C. Grind smooth and polish exposed glass edges and corners. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine framing, glazing channels, and stops, with Installer present, for compliance with the following: 1. Manufacturing and installation tolerances, including those for size, squareness, and offsets at corners. 2. Minimum required face and edge clearances. 3. Effective sealing between joints of glass-framing members. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean glazing channels and other framing members receiving glass immediately before glazing. Remove coatings not firmly bonded to substrates. 3.3 GLAZING, GENERAL A. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications. B. Adjust glazing channel dimensions as required by Project conditions during installation to provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances. C. Protect glass edges from damage during handling and installation. Remove damaged glass from Project site and legally dispose of off Project site. Damaged glass is glass with edge damage or other imperfections that, when installed, could weaken glass and impair performance and appearance. D. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction testing. E. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications, unless otherwise required by glass manufacturer. Center glass units in rabbet in order to maintain recommended clearances at perimeter on all four sides, inside and out. Set blocks in thin course of compatible sealant suitable for heel bead. F. Maintain 1/8 inch clearance between glass face and metal stops. G. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in glazing channel, as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications. 3.4 CLEANING AND PROTECTION A. Protect exterior glass from damage immediately after installation by attaching crossed streamers to framing held away from glass. Do not apply markers to glass surface. Remove nonpermanent labels and clean surfaces. B. Protect glass from contact with contaminating substances resulting from construction operations. If, despite such protection, contaminating substances do come into contact with glass, remove substances immediately as recommended in writing by glass manufacturer. C. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at frequent intervals during construction, but not less than once a month, for buildup of dirt, scum, alkaline deposits, or stains; remove as recommended in writing by glass manufacturer. D. Remove and replace glass that is broken, chipped, cracked, or abraded or that is damaged from natural causes, accidents, and vandalism, during construction period. E. Wash glass on both exposed surfaces in each area of Project not more than four days before date scheduled for inspections that establish date of Substantial Completion. Wash glass as recommended in writing by glass manufacturer. SECTION 09 91 13 PAINTING PART 1 - GENERAL 1.1 ACTION SUBMITTALS A. Product Data: For each type of product. Include preparation requirements and application instructions. B. Samples for Initial Selection: For each type of topcoat product. C. Samples for Verification: For each type of paint system and each color and gloss of topcoat. 1. Submit Samples on rigid backing, 8 inches (200 mm) square. 2. Step coats on Samples to show each coat required for system. 3. Label each coat of each Sample. 4. Label each Sample for location and application area. 5. Samples: Submit two paper "drop" samples, 8-1/2 by 11 inches in size, illustrating range of colors, stains and textures available for each finishing product specified. Refer to Section 062000 for wood species to submit. Remake samples until acceptable to Architect. D. Product List: For each product indicated, include the following: 1. Cross-reference to paint system and locations of application areas. Use same designations indicated on Drawings and in schedules. 2. VOC content. E. Allow 30 days for approval process, after receipt of complete samples by Architect. Paint color submittals will not be considered until color submittals for major materials not to be painted, such as masonry, have been approved. F. Color Schedule: Architect will provide color documentation to the Contractor listing paint colors selected. If materials of other manufacturers are accepted by Architect, colors must match those of paint colors selected. 1.2 DELIVERY, STORAGE, AND HANDLING A. Deliver products in original containers with seals unbroken and labels intact. B. All Containers shall bear manufacturer's name, label, and the following: 1. Product name or title of material. 2. Product description (generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. 7. Color name and number. 8. VOC content. 1.3 FIELD CONDITIONS A. If woodwork, metal or any other surface to be finished cannot be put in proper condition for finishing by customary cleaning, sanding and puttying operations, notify General Contractor and Architect in writing or assume responsibility for any unsatisfactory resulting finish. B. Do not apply paint, stains or finishes in areas where dust is being generated or where rubbish has accumulated or is being removed. PART 2 - PRODUCTS 2.1 PAINT, GENERAL A. MPI Standards: Provide products that comply with MPI standards indicated and that are listed in its "MPI Approved Products List." B. Material Compatibility: 1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. C. VOC Content: Products shall comply with VOC limits of authorities having jurisdiction. D. Low-Emitting Materials: Interior paints and coatings shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." E. Colors: As indicated in a color schedule PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: 1. Wood: 15 percent. 2. Gypsum Board: 12 percent. C. Exterior Gypsum Board Substrates: Verify that finishing compound is sanded smooth. D. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. E. Proceed with coating application only after unsatisfactory conditions have been corrected. 1. Application of coating indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Manual" applicable to substrates and paint systems indicated. B. Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting. 1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection. C. Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease, and incompatible paints and encapsulants. 1. Remove incompatible primers and reprime substrate with compatible primers or apply tie coat as required to produce paint systems indicated. D. Steel Substrates: Remove rust, loose mill scale, and shop primer if any. Clean using methods recommended in writing by paint manufacturer E. Galvanized-Metal Substrates: Remove grease and oil residue from galvanized sheet metal by mechanical methods to produce clean, lightly etched surfaces that promote adhesion of subsequently applied paints. F. Aluminum Substrates: Remove loose surface oxidation. G. Wood Substrates: 1. Sand surfaces that will be exposed to view, and dust off. 3.3 APPLICATION A. Apply paints according to manufacturer's written instructions and recommendations in "MPI Manual." 1. Use applicators and techniques suited for paint and substrate indicated. 2. Paint surfaces behind movable items same as similar exposed surfaces. Before final installation, paint surfaces behind permanently fixed items with prime coat only. 3. Stain entire exposed surface of window frames and sashes. 4. Primers specified in painting schedules may be omitted on items that are factory primed or factory finished if acceptable to topcoat manufacturers. B. Tint undercoats same color as topcoat, but tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of same material are to be applied. Provide sufficient difference in shade of undercoats to distinguish each separate coat. C. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance. D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. E. Paint entire wall where patching is to be painted and nearest horizontal break line, or ceiling, if none is existing. 3.4 CLEANING AND PROTECTION A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site. B. After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. C. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. D. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. A. Single-Layer Application: 1. On ceilings, apply gypsum panels before wall/partition board application to greatest extent possible and at right angles to framing unless otherwise indicated. 2. On partitions/walls, apply gypsum panels vertically (parallel to framing) unless otherwise indicated, and minimize end joints. a. Stagger abutting end joints not less than one framing member in alternate courses of panels. 3. Fastening Methods: Apply gypsum panels to supports with steel drill screws. 3.7 INSTALLING TRIM ACCESSORIES A. General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. B. Interior Trim: Install in the following locations: 1. Cornerbead: Use at outside corners, unless otherwise indicated. 2. 'L' termination trim: Use at dissimilar material interface. 3.9 FINISHING GYPSUM BOARD A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces. B. Prefill open joints and damaged surface areas. C. Apply joint tape over gypsum board joints, except for trim products specifically indicated as not intended to receive tape. D. Gypsum Board Finish Levels: Finish panels according to ASTM C 840: 1. Match existing level of finish on existing adjacent gypsum board surfaces. a. Tape, fill and sand joints, edges and corners to produce smooth surface ready to receive finish. b. Feather coats onto adjoining surfaces so camber is 1/32 inch maximum. 3.10 PROTECTION A. Protect adjacent surfaces from drywall compound and promptly remove from floors and other non-drywall surfaces. Repair surfaces stained, marred, or otherwise damaged during drywall application. B. Protect installed products from damage from weather, condensation, direct sunlight, construction, and other causes during remainder of the construction period. C. Remove and replace panels that are wet, moisture damaged, and mold damaged. 1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. - PLOT DATE A A 1 2 3 4 5 1 2 3 4 5 6 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: Architects, Inc. CONSULTANT B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2012 www.rbbarchitects.com 11/15/2013 9:24:59 AM A602 1231.20 SPECIFICATIONS DTC RECEPTION REMODEL 250 N MASON FORT COLLINS, CO 80524 CITY OF FORT COLLINS FOR CONSTRUCTION 11/13/13 1/8 inch deep recess to receive 1/8 inch thick vinyl base. 2. Construction: a. Core material for plastic laminate tops, bottoms and sides shall be minimum 3/4 inch thick plywood. 2.2 LAMINATED PLYWOOD B. High-Pressure Decorative Laminate: NEMA LD 3, grades as required by woodwork quality standard. C. Laminate Cladding for Exposed Surfaces: 1. Horizontal Surfaces: Grade HGS. 2. Postformed Surfaces: Grade HGP. 3. Vertical Surfaces: Grade HGS. 4. Edges: Grade HGS. 5. Pattern Direction: Vertically for infill panel, Horizontally for rail and Vertically for stile. 2.3 MISCELLANEOUS MATERIALS A. Fasteners for Interior Finish Carpentry: Nails, screws, and other anchoring devices of type, size, material, and finish required for application indicated to provide secure attachment, concealed where possible. B. Low-Emitting Materials: Adhesives shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." C. Glue: Aliphatic-resin, polyurethane, or resorcinol wood glue recommended by manufacturer for general carpentry use. 1. Wood glue shall have a VOC content of 30 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). D. Multipurpose Construction Adhesive: Formulation complying with ASTM D 3498 that is recommended for indicated use by adhesive manufacturer. 1. Adhesive shall have a VOC content of 70 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). 2.4 FABRICATION A. Back out or kerf backs of the following members except those with ends exposed in finished work: 1. Interior standing and running trim except shoe and crown molds. 2. Wood-board paneling. B. Ease edges of lumber less than 1 inch (25 mm) in nominal thickness to 1/16-inch (1.5-mm) radius and edges of lumber 1 inch (25 mm) or more in nominal thickness to 1/8-inch (3-mm) radius. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. B. Examine finish carpentry materials before installation. Reject materials that are wet, moisture damaged, and mold damaged. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrates of projections and substances detrimental to application. B. Before installing interior finish carpentry, condition materials to average prevailing humidity in installation areas for a minimum of 24 hours. 3.3 INSTALLATION, GENERAL A. Do not use materials that are unsound, warped, improperly treated or finished, inadequately seasoned, too small to fabricate with proper jointing arrangements, or with defective surfaces, sizes, or patterns. B. Install interior finish carpentry level, plumb, true, and aligned with adjacent materials. Use concealed shims where necessary for alignment. 1. Scribe and cut interior finish carpentry to fit adjoining work. Refinish and seal cuts as recommended by manufacturer. 2. Where face fastening is unavoidable, countersink fasteners, fill surface flush, and sand unless otherwise indicated. 3. Install to tolerance of 1/8 inch in 96 inches (3 mm in 2438 mm) for level and plumb. Install adjoining interior finish carpentry with 1/32-inch (0.8-mm) maximum offset for flush installation and 1/16-inch (1.5-mm) maximum offset for reveal installation. 4. Coordinate interior finish carpentry with materials and systems in or adjacent to it. Provide cutouts for mechanical and electrical items that penetrate interior finish carpentry. 3.4 STANDING AND RUNNING TRIM INSTALLATION A. Install with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Do not use pieces less than 24 inches (610 mm) long, except where necessary. Stagger joints in adjacent and related standing and running trim. Miter at returns, miter at outside corners, and cope at inside corners to produce tight-fitting joints with full-surface contact throughout length of joint. Use scarf joints for end-to- end joints. Plane backs of casings to provide uniform thickness across joints where necessary for alignment. 1. Match color and grain pattern of trim for transparent finish (stain or clear finish) across joints. 2. Install trim after gypsum-board joint finishing operations are completed. 3. Install without splitting; drill pilot holes before fastening where necessary to prevent splitting. Fasten to prevent movement or warping. Countersink fastener heads on exposed carpentry work and fill holes. 3.5 ADJUSTING A. Replace interior finish carpentry that is damaged or does not comply with requirements. Interior finish carpentry may be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing. Adjust joinery for uniform appearance. 3.6 CLEANING A. Clean interior finish carpentry on exposed and semiexposed surfaces. Restore damaged or soiled areas and touch up factory-applied finishes, if any. 3.7 PROTECTION A. Protect installed products from damage from weather and other causes during construction. B. Remove and replace finish carpentry materials that are wet, moisture damaged, and mold damaged. 1. Indications that materials are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2. Indications that materials are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. SECTION 02 41 19 SELECTIVE DEMOLITION 1.1 PREINSTALLATION MEETINGS A. Predemolition Conference: Conduct conference at Project site 1. Inspect and discuss condition of construction to be selectively demolished. 2. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations. 3. Review areas where existing construction is to remain and requires protection. 1.2 INFORMATIONAL SUBMITTALS A. Schedule of Selective Demolition Activities: Indicate the following: 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's on-site operations are uninterrupted. 2. Interruption of utility services. Indicate how long utility services will be interrupted. 3. Coordination for shutoff, capping, and continuation of utility services. 4. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work. B. Inventory: Submit a list of items to be removed and salvaged and deliver to Owner prior to start of demolition. C. Predemolition Photographs: Submit before Work begins. D. Warranties: Documentation indicated that existing warranties are still in effect after completion of selective demolition. 1.3 CLOSEOUT SUBMITTALS A. Inventory: Submit a list of items that have been removed and salvaged. B. Landfill Records: Indicate receipt and acceptance wastes by a landfill facility licensed to accept wastes. Provide information required for COFC Construction waste recylcling program. 1.4 FIELD CONDITIONS A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. PART 2 - EXECUTION 2.1 EXAMINATION A. Verify that utilities have been disconnected and capped before starting selective demolition operations. B. Review record documents of existing construction provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in record documents. C. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. D. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect. 2.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage. B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished. C. Electrical, data, fire alarm, HVAC and Fire sprinkler is design/build by Owner's selected contractor. Demolition and construction shall be coordinated with Architectural Drawings. 2.3 PREPARATION A. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. 2. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations. 3. Cover and protect equipment that have not been removed. 4. Dispose of demolished items and materials promptly. 5. Clean salvaged items. 6. Store items in a secure area until delivery to Owner. 7. Protect items from damage during transport and storage. B. Removed and Reinstalled Items: 1. Clean and repair items to functional condition adequate for intended reuse. 2. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated. C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and reinstalled in their original locations after selective demolition operations are complete. 2.4 RECYCLING AND SITE RUBBISH A. A Minimum of 75% of demolished materials shall be re-purposed or recycled. Contractor shall fill out, and provide, City's Waste Tracking Spreadsheet. B. Comply with all trash disposal regulations from COFC. Provide waste removal plan with dumpster locations and cleanup schedule to Owner for approval prior to beginning Work. 2.5 ELECTRICAL DEMOLITION A. Electrical, data and fire alarm is design/build by the Owner's selected contractor. The contractor shall coordinate all demolition work with the Architectural Drawings. SECTION 06 10 00 ROUGH CARPENTRY SECTION 06 20 23 INTERIOR FINISH CARPENTRY PART 1 - GENERAL 1.1 ACTION SUBMITTALS A. Product Data: For each type of process and factory-fabricated product. Indicate component materials, dimensions, profiles, textures, and colors and include construction and application details. B. Samples for Verification: 1. For each species and cut of lumber and panel products with non-factory-applied finish, with 1/2 of exposed surface finished, 50 sq. in. (300 sq. cm) for lumber and 8 by 10 inches (200 by 250 mm) for panels. 2. For each finish system and color of lumber and panel products with factory-applied finish, 50 sq. in. (300 sq. cm) for lumber and 8 by 10 inches (200 by 250 mm) for panels. 3. Wood-grain plastic laminates, 12 by 24 inches (300 by 600 mm), for each pattern and surface finish, with one sample applied to core material and specified edge material applied to one edge. 1.2 DELIVERY, STORAGE, AND HANDLING A. Deliver interior finish carpentry materials only when environmental conditions meet requirements specified for installation areas. If interior finish carpentry materials must be stored in other than installation areas, store only where environmental conditions meet requirements specified for installation areas. PART 2 - PRODUCTS 2.1 INTERIOR TRIM AND MOLDINGS A. Hardwood Lumber Trim and Moldings for Stain : 1. Species and Grade: Alder; Clear; NHLA. 2. Maximum Moisture Content: 9 percent. 3. Finger Jointing: Not allowed. 4. Gluing for Width: Allowed, Use for lumber trim wider than 6 inches (150 mm). 5. Face Surface: Surfaced (smooth) 6. Matching: Selected for compatible grain and color. SECTION 06 20 23 ARCHITECTURAL CASEWORK PART 1 - GENERAL 1.1 ACTION SUBMITTALS A. Product Data: For each type of product, including panel products, high-pressure decorative laminate, adhesive for bonding plastic laminate, and cabinet hardware and accessories. B. Shop Drawings: Show location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components. 1. Show details full size. 2. Show locations and sizes of furring, blocking, and hanging strips, including concealed blocking and reinforcement specified in other Sections. 3. Show locations and sizes of cutouts and holes for electrical switches and outlets installed in architectural plastic-laminate cabinets. 4. Provide the information required by AWI Architectural Woodwork Standards. C. Samples for Verification: 1. Plastic laminates, 8 by 10 inches (200 by 250 mm), for each color, pattern, and surface finish, with one sample applied to core material and specified edge material applied to one edge. 2. Corner pieces as follows: a. Cabinet-front frame joints between stiles and rails, as well as exposed end pieces, 18 inches (450 mm) high by 18 inches (450 mm) wide by 6 inches (150 mm) deep. b. Miter joints for standing trim. 3. Exposed cabinet hardware and accessories, one unit for each type 1.2 INFORMATION SUBMITTALS A. Qualification Data: For Manufacturer B. Product Certificates: For each type of product. C. Woodwork Quality Standard Compliance: AWI Quality Certification Program D. Evaluation Reports: For fire-retardant-treated materials, from ICC-ES. 1.3 QUALITY ASSURANCE A. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate products similar to those required for this Project and whose products have a record of successful in-service performance. Shop is a certified participant in AWI's Quality Certification Program. B. Installer Qualifications: Certified participant in AWI's Quality Certification Program. C. Structural Integrity: Casework and countertop manufacturer shall be responsible for the structural integrity of components and finished casework units, designing, constructing and installing casework and countertops to their own standards, but in no case less than the following: 1. Shelves, including wall cabinet tops and bottom shelves, shall be designed to support 20 lbs. per lineal foot, except where heavier loads are indicated, with no apparent deflection. 2. Countertops shall be designed to safely support loads of 200 lbs. concentrated on one square foot in any area with no apparent deflection. b. Plastic laminate exterior and thermofused polyester/melamine interior surfaces behind doors. c. High density plastic laminate exterior and interior surfaces of open cabinets. d. Exposed Edges: Self edge with HGS plastic laminate to match exterior surface. Scribes shall match. 3. Interior Cabinet Backs: a. Cabinets shall have backs which are routed into top, bottom and sides of cabinet. b. Provide a solid 3/4 inch thick back which is secured to top, bottom and sides of cabinet with glue, dowels and screws in lieu of routing back into cabinet construction at stand alone island. c. Finish shall match adjacent laminate finishes. 4. Door and Drawer Fronts: a. Core material for plastic laminate door and drawer fronts shall be minimum 3/4 inch thick plywood. b. If directional patterned or grained laminate is scheduled, direction of pattern or grain shall be uniform on drawer fronts, door fronts and cabinet bodies. Failure to achieve uniform direction shall be cause for rejection of casework. 5. Drawer Construction: a. Drawer fronts to be applied to drawer sub-front. b. Dadoe drawer glides to receive front and back; glue and pin. c. Drawer bottoms for plastic laminate cabinets shall be no less than 1/4 inch veneered plywood, housed and glued, into front, sides and back. d. Reinforce drawer bottoms with intermediate spreaders. e. Provide bumpers to prevent drawer faces from taking shock of closing. 6. Shelving: a. Shelving core thickness of plastic laminate cabinets shall meet design load requirements of Part 1. PART 3 - EXECUTION 3.1 PREPARATION A. Before installing cabinets, examine shop-fabricated work for completion and complete work as required. B. Verify adequacy of backing and support framing. C. Do not proceed with fabrication or installation until unsatisfactory dimensions have been corrected. 3.2 INSTALLATION A. Grade: Install cabinets to comply with same grade as item to be installed. B. Assemble cabinets and complete fabrication at Project site to the extent that it was not completed in the shop. C. Install cabinets level, plumb, true, and straight. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch in 120 inches D. Scribe and cut cabinets to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts. E. Anchor cabinets to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing. Use fine finishing nails for exposed fastening, countersunk and filled flush with woodwork. 1. Use filler matching finish of items being installed. F. Carefully scribe casework abutting other components, with maximum gaps of 1/32 inch. Do not use additional overlay trim for this purpose. G. Cut casework to fit adjoining casework and refinish cut surfaces or repair damaged finish at cuts. Use filler strips for this purpose. Top and bottom filler pieces required for all scribes. H. Countersink all exposed joint fasteners. Conceal fastener heads with plastic covers matching adjacent finished cabinet material. I. Countersink anchorage devices at exposed locations. Conceal with solid wood plugs of species to match surrounding wood; finish flush with surrounding surfaces. J. Secure countertop support frames with appropriate anchors for substrate. Locate accurately as shown on Drawings. Secure countertops to frames with concealed fasteners. At free standing locations, mount shear panels to frames to complete rigid installation. K. Complete field assembly joints in the stainless steel countertops (joints which cannot be completed in the factory) by welding, bolting and gasketing, or similar methods. Grind welds smooth and restore finish. Set or trim flush except for "T" gaskets. Provide closure plates and strips where required with joints coordinated. L. Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated. 1. Install cabinets with no more than 1/8 inch in 120-inch sag, bow, or other variation from a straight line. 3.3 PROTECTION, ADJUSTING AND CLEANING A. The casework Installer shall advise the Contractor of final protection and maintained conditions necessary to ensure that the work will be without damage or deterioration at the time of acceptance. B. Repair damaged and defective cabinets, where possible, to eliminate functional and visual defects; where not possible to repair, replace woodwork. Adjust joinery for uniform appearance. C. Clean, lubricate, and adjust hardware. D. Clean casework, counters, shelves, hardware, fittings and fixtures on exposed and semiexposed surfaces. 3. The maximum span for 3/4 inch shelf material shall be 2 feet 6 inches. The maximum span for 1-1/4 inch shelf materials shall be 3 feet. Vertical divider supports shall be required where spans would otherwise exceed these limits. 4. Provide appropriate anchorage into substrate to carry design loads. Coordinate locations of blocking required with General Contractor. D. Casework manufacturers may incorporate their standard construction details and materials meeting or exceeding AWI requirements and the requirements of this specification. E. Do not install damaged casework. Repair or replace to Architect's and Owner's satisfaction prior to installation. 1.2 DELIVERY, STORAGE, AND HANDLING A. Do not deliver cabinets until painting and similar operations that could damage woodwork have been completed in installation areas. 1.8 FIELD CONDITIONS A. Field Measurements: Where cabinets are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication, and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1. Locate concealed framing, blocking, and reinforcements that support cabinets by field measurements before being enclosed, and indicate measurements on Shop Drawings. B. Established Dimensions: Where cabinets are indicated to fit to other construction, establish dimensions for areas where cabinets are to fit. Provide allowance for trimming at site, and coordinate construction to ensure that actual dimensions correspond to established dimensions. PART 2 - PRODUCTS 2.1 ARCHITECTURAL CABINETS A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of architectural plastic-laminate cabinets indicated for construction, finishes, installation, and other requirements. 1. The Contract Documents contain selections chosen from options in the quality standard and additional requirements beyond those of the quality standard. Comply with those selections and requirements in addition to the quality standard. A. Grade: Unless otherwise indicated provide products of quality specified by AWI Architectural Woodwork Standards for Custom grade. B. Type of Construction: Match existing. C. Cabinet, Door, and Drawer Front Interface Style: Match existing. D. Reveal Dimension: Match existing. E. High-Pressure Decorative Laminate: NEMA LD 3, grades as required by woodwork quality standard. F. Laminate Cladding for Exposed Surfaces: 1. Horizontal Surfaces: Grade HGS. 2. Postformed Surfaces: Grade HGP. 3. Vertical Surfaces: Grade HGS. 4. Edges: Grade HGS. G. Dust Panels: 1/4-inch (6.4-mm) plywood or tempered hardboard above compartments and drawers unless located directly under tops. H. Concealed Backs of Panels with Exposed Plastic-Laminate Surfaces: High-pressure decorative laminate, NEMA LD 3, Grade BKL. I. Drawer Construction: Fabricate with exposed fronts fastened to subfront with mounting screws from interior of body. 1. Join subfronts, backs, and sides with glued rabbeted joints supplemented by mechanical fasteners or glued dovetail joints. J. Colors, Patterns, and Finishes: Provide materials and products that result in colors and textures of exposed laminate surfaces complying with the following requirements: 1. As selected by Architect from laminate manufacturer's full range in the following categories: a. Solid colors, matte finish. b. Wood grains, matte finish. c. Patterns, matte finish. 2.2 COUNTERTOPS A. Countertop thickness: Built-up, two thicknesses of ¾ inch particleboard for a total thickness of 1 ½ inch for at least 4 inches distance from countertop edge, at casework and unless indicated otherwise. 2.3 CABINET HARDWARE AND ACCESSORIES A. General: Provide cabinet hardware and accessory materials associated with architectural cabinets B. Hardware: 1. Hinges: Blum "Clip Top" concealed hinges. 2. Pulls: Match existing. Shall comply with ADA Guidlines. 3. Drawer Slides: Minimum 100 lb. load bearing. Full extension type at all drawers with built-in file folder supports. 4. Locks: Olympus (800-525-0954). 5 tumbler (capable of being keyed to classroom locks). Locks as shown. 5. Adjustable Shelf Standards and Supports: BHMA A156.9, B04071; with shelf rests, B04081. 6. Grommets: Doug Mockett EDP Series. a. Size: for 2 ½ inch hole, unless noted otherwise. b. Color: As selected by Architect from manufacturer’s full range. 7. File Drawer guides: cabinet manufacturer's standard complying with positive stops requiring manual depression of lever to remove drawer, steel ball bearing suspensions which shall be 4" extension, have a load capacity minimum of 75 lbs. Knee space drawers shall be equipped with full extension-suspensions with a load capacity minimum of at least 50 lbs. and shall have positive stops requiring manual depression of lever to remove drawer. File drawers shall be equipped with one (1) pair of full extension steel ball bearing suspensions of similar design with a load capacity minimum of 100 lbs for drawers over 24” wide. Provide a minimum of four mounting screws on each side. 8. Countertop Brackets: Steel brackets with factory-applied powdercoat finish. Black a. Manufacturer: A&M Hardware or Acceptable Substitution. b. Size: as appropriate for application, and as indicated. GENERAL REQUIREMENTS SECTION 01 41 00 REFERENCE STANDARDS AND STATUTORY REQUIREMENTS 1.1 Quality Assurance A. For Products or workmanships specified by association, trade, or Federal Standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to Reference standards by date of issue current on date of Contract Documents unless a date is specified in the product section. C. Should specified reference standards conflict with Contract Documents, request clarification from Owner before proceeding. D. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in a any reference document. 1.2 Statutory Requirements for Construction Contract and Subcontracts A. Each Contractor or Subcontractor shall comply with laws and all applicable standards, orders or regulations pursuant thereto. SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 1.1 Addition/Remodel Projects A. Existing Utility services must be maintained and operational at all times. Service interruptions must be scheduled with the Owners Representative at least 72 hours in advance. 1.2 Temporary Sanitary Facilities A. Contractors will not have access to facility restrooms. B. Provide and maintain required facilities and enclosures. C. Adequate Barriers are to be provided to protect the building occupants from access, D. Location to be determined with owner and Architect at the Pre-construction conference. E. Weekly cleaning of the facilities is required. 1.3 Barriers A. Provide barriers to prevent unauthorized entry to construction areas and to protect adjacent properties from damage from construction operations and demolition. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC PLAN, BARRICADES, CONES, CLOSURE SIGNAGE, ETC AS REQUIRED B. Provide barricades and covered walkways required by Governing Authorities for public right-of-way. D. Protect nonowned vehicular traffic, stored materials, site and structures from damage. Park in Owner approved areas only. 1.4 Protection of Installed Work A. Protect installed work and provide special protection where specified in individual specification sections. B. Provide temporary and removable protection for installed products. Control activity in immediate work area to minimize damage. C. Provide protective covering at walls, projections, roof access points, jambs, sills and soffits. D. Protect finished floors, stairs and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet material. E. Prohibit traffic or storage upon waterproof or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. F. Prohibit traffic from landscaped areas 1.5 Security A. Provide security and facilities to protect Work and Owner's operations from unauthorized entry, vandalism or theft. 1.6 Parking A. Parking on occupied facility sites may be coordinated with the Owner. Not to interrupt or impede the use of the parking area by building occupants. 1.7 Removal of Utilities, Facilities and Controls. A. Clean and repair damage caused by installation or use of temporary Work. B. Restore permanent facilities used during construction to specified condition. - PLOT DATE A A 1 2 3 4 5 1 2 3 4 5 6 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: Architects, Inc. CONSULTANT B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2012 www.rbbarchitects.com 11/15/2013 9:24:58 AM A601 1231.20 SPECIFICATIONS DTC RECEPTION REMODEL 250 N MASON FORT COLLINS, CO 80524 CITY OF FORT COLLINS FOR CONSTRUCTION 11/13/13 06 41 13.A1 PLASTIC LAMINATE COUNTERTOP (PL-1) 09 29 00.B0 METAL FRAMING 06 10 00.A2 WOOD BLOCKING 06 41 13.A2 PLASTIC LAMINATE CABINET (PL-3) 09 65 16.B5 4" BASE (RB-1) ROLLOUT SHELF, VERIFY HEIGHT WITH OWNER BEFORE FABRICATION. SUBMIT HARDWARE CUTSHEET TO ARCHITECT 09 29 00.A0 A501 5/8" GYPSUM BOARD (PT-1) C3 CASEWORK FOR (OWNER FURNISHED) TICKET MACHINE - VERIFY EQUIPMENT SIZES/ POWER REQUIREMENTS W/OWNER PRIOR TO FABRICATION 1/2" 06 20 23.A1 WOOD TRIM, STAIN S-1 06 20 23.A1 WOOD TRIM, STAIN S-1 1 1/2" 3" 1 3/4" EASED EDGES, TYP 1 3/4" 3" 1/2" 1 1/2" 06 20 23.A1 WOOD TRIM, STAIN S-1 06 20 23.A1 WOOD TRIM, STAIN S-1 HEAVY DUTY DISPLAY CASE SLIDING RAILS EASED EDGES, TYP 1 3/4" 3" 1/2" 1 1/2" 06 20 23.A1 WOOD TRIM, STAIN S-1 06 20 23.A1 WOOD TRIM, STAIN S-1 HEAVY DUTY DISPLAY CASE SLIDING RAILS 08 80 00.B4 CLEAR TEMPERED FLOAT GLASS EASED EDGES, TYP EQ 1" EQ 06 41 13.A1 PLASTIC LAMINATE COUNTERTOP (PL-1) 08 80 00.B4 CLEAR TEMPERED FLOAT GLASS HEAVY DUTY DISPLAY CASE SLIDING RAIL 1/2" CLEAR SILICONE A501 D2 A501 B2 1'-6" 8" 2" 2'-10" 8" 1 1/2" 06 41 13.A1 PLASTIC LAMINATE COUNTERTOP (PL-1) 06 20 23.A4 PLASTIC LAMINATE (PL-2) 06 41 13.A6 SUPPORT BRACKET A501 C4 1 1/2" 3" 1 3/4" 1/2" 1" 1 1/2" 08 80 00.B4 CLEAR TEMPERED FLOAT GLASS 06 20 23.A1 WOOD TRIM, STAIN S-1 06 20 23.A1 WOOD TRIM, STAIN S-1 06 20 23.A1 WOOD TRIM, STAIN S-1 EASED EDGES, TYP 6" (E) WALL 06 20 23.A5 WOOD MOLDING, STAIN S-1 09 29 00.A0 5/8" GYPSUM BOARD (PT-1) 09 29 00.B0 METAL FRAMING 10'-0" 1 1/4" 3 3/4" 1 1/2" 4 3/4" 4 1/4" 3" "L" TRIM TERMINATION MATCH PROFILE OB1230, BY O.B. WILLIAMS COMPANY. 1'-0" 6 1/4" 06 20 23.A1 WOOD TRIM, STAIN S-1 06 20 23.A1 WOOD TRIM, STAIN S-1 (E) SOFFIT (E) WALL (E) FREIGHT DOOR 3" (VIF) BLACK OPEN CELL FOAM, CUT AROUND (E) FREIGHT DOOR, FRICTION FIT. (THEFOAMFACTORY.COM) CHARCOAL COLOR "FIRM FOAM" 2 1/2" THICK. SCREW TO STUD FRAMING WITH WASHER AND SCREW (IF NECESSARY), PAINT SCREWS AND WASHERS BLACK. RUNNER CHANNEL PAINT BLACK, WHERE EXPOSED NOTE: USE THIS DETAIL FOR OTHER FREIGHT DOOR LOCATIONS IN BUILDING - VERIFY LOCATIONS WITH BUILDING OWNER. PROVIDE FRAMING AND BRACE FOAM AS NECESSARY 2'-6" 1'-5 1/4" 2'-6" 2'-6" 4'-8" SCHEDULE STORAGE (30 SLOTS) A5 A501 06 41 13.A2 PLASTIC LAMINATE CABINET (PL-3) 06 41 13.A1 PLASTIC LAMINATE COUNTERTOP (PL-1) 3'-11 1/4" 4" BASE (RB-1) 5 3/4" 5 1/4" 06 41 13.A2 PLASTIC LAMINATE CABINET (PL-3) 06 41 13.A1 PLASTIC LAMINATE COUNTERTOP (PL-1) 06 41 13.A9 PLASTIC LAMINATE (PL-3) 2'-0" 3" 1" 1" ADJUSTABLE SHELF 4" 2'-2" 2'-6" 1'-5 1/4" 4" BASE (RB-1) 4" BASE (RB-1) 3'-11 1/4" 1'-0" SECURE CASEWORK TO FLOOR @ 12" O.C. W/ STL. ANGLES 06 41 13.A9 PLASTIC LAMINATE (PL-3) 06 41 13.A9 PLASTIC LAMINATE (PL-3) 1/2" 1 1/2" 3/4" 6" 1 1/2" 06 20 23.A5 WOOD MOLDING, STAIN S-1 06 41 13.A1 PLASTIC LAMINATE COUNTERTOP (PL-1) 06 20 23.A4 PLASTIC LAMINATE (PL-2) 135.00° 06 20 23.A3 3/4" PLYWOOD BEVELED EDGE WITH PLASTIC LAMINATE FACE (PL-2) MATCH PROFILE OB1236, BY O.B. WILLIAMS COMPANY. 3" 1" 06 20 23.A1 WOOD TRIM, STAIN S-1 06 41 13.A1 PLASTIC LAMINATE COUNTERTOP (PL-1) 06 20 23.A4 PLASTIC LAMINATE (PL-2) 06 20 23.A5 WOOD MOLDING, STAIN S-1 6 1/2" 1 1/2" 1/2" 1 1/2" MATCH PROFILE OB1236, BY O.B. WILLIAMS COMPANY. - PLOT DATE A A 1 2 3 4 5 1 2 3 4 5 6 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: Architects, Inc. CONSULTANT B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2012 www.rbbarchitects.com 11/15/2013 9:24:58 AM A501 1231.20 INTERIOR DETAILS DTC RECEPTION REMODEL 250 N MASON FORT COLLINS, CO 80524 CITY OF FORT COLLINS FOR CONSTRUCTION 11/13/13 A1 1/2" = 1'-0" WALL SECTION - TRANSACTION WINDOW D1 3" = 1'-0" TYP. WINDOW HEAD B1 3" = 1'-0" TRANSACTION WINDOW SILL A2 1/2" = 1'-0" WALL SECTION - TICKETING DESK C1 3" = 1'-0" TYP. WINDOW JAMB D2 3" = 1'-0" SLIDING WINDOW HEAD C2 3" = 1'-0" SLIDING WINDOW JAMB B2 3" = 1'-0" SLIDING WINDOW SILL A3 1/2" = 1'-0" WALL SECTION - ADA COUNTER B3 3" = 1'-0" TYP. WINDOW SILL B4 1 1/2" = 1'-0" DETAIL - TOP OF WALL B5 1 1/2" = 1'-0" DETAIL - FREIGHT DOOR A4 1/2" = 1'-0" ELEVATION - SCHEDULE STORAGE A5 1/2" = 1'-0" SECTION -SCHEDULE STORAGE C3 3" = 1'-0" DETAIL @ TICKETING DESK NOTE: ALL EXPOSED EXTERIOR FACES OF CASEWORK SHALL BE PLASTIC LAMINATE (PL-2). INTERIOR SHALL BE WHILE MELAMINE, TYP. C4 3" = 1'-0" DETAIL @ ADA COUNTER 1/2" 06 20 23.A1 WOOD TRIM, STAIN S-1 TRANSFER GRILL, BY HVAC CONTRACTOR 2'-6" 2'-9" 0"1'-6" 1'-6" TICKET MACHINE (OF/CI) 2'-10" RELOCATE (E) CASEWORK PROVIDE LOCKS 3'-10" 06 41 13.A6 SUPPORT BRACKET RELOCATE (E) CASEWORK, CONTRACTOR TO MODIFY CASEWORK FOR TICKET MACHINE - VERIFY EQUIPMENT SIZES/ POWER REQUIREMENTS W/OWNER PRIOR TO FABRICATION V.I.F. 2'-1" 2'-6" 4" BASE (RB-1) A501 B5 ALIGN COUNTERTOP WITH FACE OF FILLER CABINET 09 90 00.B1 PT-1 PREP DATA AND POWER FOR (OF) MONITOR. VERIFY LOCATION WITH OWNER RELOCATED (E) CAMERA, INSTALL AT SAME HEIGHT & VERIFY LOCATION WITH OWNER 2'-6" (E) CASEWORK TO REMAIN, CONTRACTOR TO MODIFY CASEWORK FOR SAFE (OF/CI) (E) CASEWORK TO REMAIN 06 41 13.A1 PLASTIC LAMINATE COUNTERTOP (PL-1) PROVIDE LOCK, VERIFY LOCATION WITH OWNER 2'-1" V.I.F. 4" BASE (RB-1) PENCIL DRAWER (OF/CI) - VERIFY LOCATION WITH OWNER A501 09 90 00.B1 B5 PT-1 2'-6" EQ 1'-6" 1'-6" 1'-6" 2'-0" EQ 2'-1" RELOCATE (E) CASEWORK 06 41 13.A1 PLASTIC LAMINATE COUNTERTOP (PL-1) 06 41 13.A6 SUPPORT BRACKET 06 41 13.A6 SUPPORT BRACKET 4" BASE (RB-1) 2'-10" 4'-4" 4" 6" 1'-10" 5" 5 1/2" 5" 3'-6" A3 A501 06 20 23.A5 WOOD MOLDING, STAIN S-1 06 20 23.A4 PLASTIC LAMINATE (PL-2) 06 41 13.A1 PLASTIC LAMINATE COUNTERTOP (PL-1) 09 90 00.B1 PT-1 09 90 00.B1 PT-1 PREP DATA AND POWER FOR (OF) MONITOR. VERIFY LOCATION WITH OWNER 06 41 13.A1 PLASTIC LAMINATE COUNTERTOP (PL-1) 06 20 23.A4 PLASTIC LAMINATE (PL-2) 3" 1 3/4" 3'-0" 1 3/4" 3" R 3'-2 5/8" 5'-0" EQ 1'-6" EQ 4" CLR ø 6" 3'-6" 3'-9" 4 1/2" 08 80 00.B4 CLEAR TEMPERED FLOAT GLASS 06 20 23.A1 WOOD TRIM, STAIN S-1 SMOOTH FINISH CUT EDGES 3'-9 1/2" ROUTE COUTERTOP ONLY WHERE GLASS TOUCHES D1 A501 C1 A501 C1 A501 B1 A501 1 2'-10" 4'-6" 3" 1 3/4" 3'-0" 1 3/4" 3" 06 20 23.A1 WOOD TRIM, STAIN S-1 08 80 00.B4 CLEAR TEMPERED FLOAT GLASS SLIDING DIRECTION SLIDING DIRECTION 3'-9 1/2" 4'-1 1/4" 1 3/4" 3" C2 A501 C2 A501 D2 A501 B2 A501 PROVIDE ACCESS PULL HARDWARE PROVIDE LOCKING MECHANISM HARDWARE 2 2'-10" 4'-6" 3'-10 3/4" 1 3/4" 3" 3/4" 1 3/4" 3" 1 3/4" 3'-0" 1 3/4" 3" 3'-9 1/2" B3 A501 C1 A501 C1 A501 D1 A501 08 80 00.B4 CLEAR TEMPERED FLOAT GLASS 06 20 23.A1 WOOD TRIM, STAIN S-1 3 - PLOT DATE A A 1 2 3 4 5 1 2 3 4 5 6 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: Architects, Inc. CONSULTANT B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2012 www.rbbarchitects.com 11/15/2013 9:24:58 AM A221 1231.20 ELEVATIONS DTC RECEPTION REMODEL 250 N MASON FORT COLLINS, CO 80524 CITY OF FORT COLLINS FOR CONSTRUCTION 11/13/13 C1 1/4" = 1'-0" ELEVATION - EAST 102 B1 1/4" = 1'-0" ELEVATION - TICKETING DESK FRONT C2 1/4" = 1'-0" ELEVATION - NORTH 102 C3 1/4" = 1'-0" ELEVATION - SOUTH 102 C5 1/4" = 1'-0" ELEVATION - WEST 102 B2 1/4" = 1'-0" ELEVATION - TICKETING DESK SIDE WINDOW 1 WINDOW 2 WINDOW 3 1/2" 1/2" FACE OF (E) WALL C3 A221 8 5 B4 A501 B5 A501 06 20 23.A5 WOOD MOLDING, STAIN S-1 DISPATCH/ TICKETING 102 WAITING 103 VESTIBULE 101 1 1 2 3 (E) FREIGHT DOOR 4 5 5 6 1. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. 2. INTERIOR DIMENSIONS ARE FROM FACE OF STUD, MASONRY, OR FACE OF CONCRETE. WHERE DIMENSIONS ARE NOTED 'CLEAR,' DIMENSION IS TO FINISH FACE. 3. REFER TO SHEET A101 FOR WALL TYPES. REFER TO REFLECTED CEILING PLANS FOR HEIGHTS OF WALLS. 4. REFER TO SHEET A221 FOR WINDOW TYPES. 5. VERIFY ALL LOCATIONS OF NEW OR REUSED CASEWORK WITH OWNER PRIOR TO FABRICATION. 6. VERIFY ALL EQUIPMENT REQUIREMENTS WITH OWNER PRIOR TO PLACEMENT OF ELECT OR DATA RECEPTACLES. 7. VERIFY SIZES OF EQUIPMENT WITH OWNER PRIOR TO FABRICATION OF CASEWORK, TYP. 8. VERIFY FINAL SELECTIONS OF COUNTER AND CASEWORK MATERIALS WITH OWNER PRIOR TO FABRICATION. 9. VERIFY LOCATIONS OF FIRE SPRINKLER AND ALARM DEVICES/EQUIP. RELOCATE IF NECESSARY AS REQUIRED BY DESIGN BUILD ALARM/SPRINKLER CONTRACTOR - COORDINATE WITH NEW AND EXISTING TO REMAIN CEILING TILE AND STRUCTURE. 1 FLOOR PLAN TAG (RE: SHEET NOTES) CARPET (CPT-1) 1 WINDOW TAG (RE: SHEET A221) 1 CEILING TAG (RE: SHEET NOTES) (N) ACCOUSTICAL CEILING - (N) ACCOUSTICAL CEILING TILES - (N) ACT GRID (E) ACCOUSTICAL CEILING (N) GB CEILING ASSEMBLY (PT-2) (E) LIGHT FIXTURE (E) GB CEILING ASSEMBLY (N) OPEN CELL FOAM (BLACK) FLOOR FINISH LEGEND: CPT-1 TANDUS, ABRASIVE ACTION 02578 CHARCOAL, 19100 RB-1 RUBBER BASE MATCH EXISTING CASEWORK: PL-1 NEVAMAR, BLUE LUNARIA LU3001T (COUNTERTOP) PL-2 NEVAMAR, CROWN CHERRY W8294T (TICKET DESK) PL-3 FORMICA, OYSTER GRAY 929-58 (BASE CABINETS) PAINT FINISH LEGEND: PT-1 PAINT MATCH EXISTING WHITE WALLS PT-2 PAINT MATCH EXISTING GYP CEILING S-1 STAIN MATCH NEVAMAR CROWN CHERRY - PLOT DATE A A 1 2 3 4 5 1 2 3 4 5 6 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: Architects, Inc. CONSULTANT B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2012 www.rbbarchitects.com 11/15/2013 9:24:57 AM A101 1231.20 LEVEL ONE FLOOR PLAN DTC RECEPTION REMODEL 250 N MASON FORT COLLINS, CO 80524 CITY OF FORT COLLINS FOR CONSTRUCTION 11/13/13 A1 1/2" = 1'-0" FLOOR PLAN A2 1/2" = 1'-0" REFLECTED CEILING PLAN SHEET NOTES - PLAN #NOTE 1ALIGN FACE 2 (E) CASEWORK TO REMAIN 3 RELOCATE (E) CASEWORK 4 ROOM TO HAVE (N) CARPET (CPT-1) INSTALLED 5TOM, OF/CI 6 PATCH (E) CARPET (CPT-1) WHERE NEEDED 7 RUN DATA AND POWER IN WALL 8 (N) PLASTIC LAMINATE COUNTERTOP (PL-1) WITH METAL FRAMED KNEE WALL BELOW SHEET NOTES - RCP # COMMENTS 1 (N) CEILING TILES AND GRID 2 RELOCATE (E) CAMERA 3(N) GYP CEILING (PT-2) 4 PATCH SOFFIT, WHERE NECESSARY 5 PREP FOR POWER AND DATA 6 TRANSFER GRILL BY HVAC CONTRACTOR GENERAL NOTES FLOOR PLAN - LEGEND RCP - LEGEND FINISH LEGEND INSTALLED TO SUPPORT EXISTING WALL CONSTRUCTION ABOVE AS INDICATED ON THE DRAWINGS, OR IF NOT INDICATED, AS REQUIRED FOR NEW WALL CONSTRUCTION PER STRUCTURE DRAWINGS. 4. REMOVE MECHANICAL, ELECTRICAL, AND PLUMBING FIXTURES, EQUIPMENT, AND DISTRIBUTION SYSTEMS TO THE EXTENT INDICATED AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. CAP AND/OR RECONNECT ANY UTILITIES SERVING OTHER PORTIONS OF THE BUILDING OR ADJACENT PROPERTIES ACCORDING TO THE METHODS REQUIRED BY THE APPROPRIATE UTILITY AUTHORITY AND/OR AS INDICATED ON THE DRAWINGS. 5. PATCHING IS REQUIRED WHERE DEMOLITION OF ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND STRUCTURAL SYSTEMS LEAVES HOLES, VOIDS, OR UNFINISHED CONDITIONS @ FINISHED WALLS, FLOORS, AND CEILINGS. FILL ALL EXISTING FLOOR AND WALL PENETRATIONS RESULTING FROM PIPING AND CONDUIT REMOVAL WITH NON-SHRINK GROUT, READY TO RECEIVE FINAL FLOOR OR WALL FINISH. 6. REPAIR EXISTING CONCRETE FLOOR SLABS AND PATCH, LEVEL AND REPAIR FLOOR SLABS AS REQUIRED FOR INSTALLATION OF NEW FLOORING. WHERE EXISTING CMU WALLS HAVE BEEN REMOVED, GRIND EDGES OF DEPRESSIONS AS NECESSARY TO PRODUCE A SMOOTH TRANSITION BETWEEN EXISTING SLABS AND NEW INFILL. 7. CLEAN AND PATCH ALL REMAINING WALL, FLOOR AND CEILING SURFACES DAMAGED BY DEMOLITION TO A CONDITION REQUIRED TO RECEIVE NEW CONSTRUCTION, OR IF TO REMAIN EXPOSE, TO A CONDITION COMPARABLE TO NEW CONSTRUCTION. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: TOOTHING IN NEW CONCRETE MASONRY TO REPLACE EXPOSED UNITS DAMAGED BEYOND REPAIR BY DEMOLITION; LEVELING (OR TAPERING) FLOOR SURFACE BETWEEN EXISTING FLOOR FINISHED AT LOCATION S WALLS ARE REMOVE; AND PATCHING SMOOTH AREAS OF EXPOSED CONCRETE MASONRY STRUCTURE DAMAGED BY REMOVAL OF ADJACENT CONSTRUCTION. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL EXTRANEOUS HANGERS, CONDUITS, AND OTHER ITEMS THAT HAVE BEEN ABANDONED. 9. CONTRACTOR SHALL PROTECT ADJACENT AREAS NOT IN CONTRACT SCOPE FROM DAMAGE AND DUST. ADJACENT AREAS SHALL RETAIN FULL FUNCTION DURING CONSTRUCTION. CONTRACTOR SHALL STORE AND PROTECT ITEMS TO BE REPLACED IN A SAFE DRY LOCATION, AGREED UPON BY OWNER. CONSTRUCT STAGING, WASTE REMOVAL, TEMPORARY RESTROOM FACILITIES SHALL BE SCHEDULED AND ARRANGED WITH OWNER. 1 1 2 6 5 5 5 5 4 3 VESTIBULE 101 WAITING 103 DISPATCH/ TICKETING 102 4 1 DEMOLITION TAG (RE: SHEET NOTES) DEMO (E) CARPET 1 DEMOLITION TAG (RE: SHEET NOTES) DEMO (E) ACT PANELS - LEAVE (E) GRID MAIN RUNNERS IN PLACE - DEMO (E) GRID CROSS MEMBERS (E) SAT CEILING TO REMAIN (E) GB CEILING ASSEMBLY TO REMAIN (E) LIGHT FIXTURE - PLOT DATE A A 1 2 3 4 5 1 2 3 4 5 6 SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT ISSUE DATE: PROJECT #: Architects, Inc. CONSULTANT B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2012 www.rbbarchitects.com 11/15/2013 9:25:00 AM AD101 1231.20 LEVEL ONE DEMOLITION PLAN DTC RECEPTION REMODEL 250 N MASON FORT COLLINS, CO 80524 CITY OF FORT COLLINS FOR CONSTRUCTION 11/13/13 A1 1/2" = 1'-0" DEMOLITION PLAN SHEET NOTES - DEMO PLAN #COMMENTS 1 REMOVE (E) GYP ON MTL STUD WALL 2 REMOVE (E) CASEWORK, RE-USE IN NEW CONSTRUCTION 3 PROTECT (E) CASEWORK, TO REMAIN 4 SALVAGE (E) CASEWORK, RETURN TO OWNER 5 REMOVE (E) DOOR AND FRAME 6 REMOVE (E) CARPET 7 REMOVE (E) WALL, UP TO (E) OPENING HEIGHT 8 REMOVE (E) COUNTER 9 REMOVE (E) WINDOW 10 REMOVE (E) WALL, PER EXTENT OF NEW WINDOW 11 PATCH (E) WALL, WHERE NECESSARY 12 REMOVE (E) GATE AND (E) HARDWARE 13 REMOVE (E) PLASTIC LAMINATE KNEE HEIGHT WALL GENERAL NOTES: DEMOLITION A3 1/2" = 1'-0" DEMOLITION RCP DEMOLITION PLAN - LEGEND SHEET NOTES - DEMO RCP #COMMENTS 1 REMOVE (E) CEILING TILES AND GRID 2 PROTECT (E) CEILING TILES DURING CONSTRUCTION 3 REMOVE AND RELOCATE (E) CAMERA 4 REMOVE AND PROTECT (E) TELEVISION AND MOUNTING EQUIPMENT, RETURN TO OWNER. PATCH AND REPAIR WALL 5 PROTECT (E) LIGHT FIXTURE 6 (E) OVERHEAD DOOR DEMOLITION RCP - LEGEND C10 4 1/4" C11 6" MTL. STUDS 3 5/8" MTL. STUDS @ 'a' ONLY 09 29 00.B0 METAL FRAMING 09 29 00.A0 5/8" GYPSUM BOARD (PT-1) 09 29 00.A6 ACOUSTIC INSULATION + a = ACOUSTIC WALL + s = WALL TO RESIST THE PASSAGE OF SMOKE ABUSE RESISTANT GYP BOARD TO 4'-0" AFF ABUSE RESISTANT GYP 4 1/4" BOARD TO 4'-0" AFF 6 5/8" 4 7/8" 7 1/4" D31 9 1/4" ABUSE RESISTANT GYP BOARD TO 4'-0" AFF @ 'a' ONLY 09 29 00.B0 METAL FRAMING 09 29 00.A0 5/8" GYPSUM BOARD (PT-1) 09 29 00.A6 ACOUSTIC INSULATION B A C D F G H I M N O P Q R V U W T E S AIR CONDITION AMERICANS WITH DISABILITIES ACT ABOVE FINISHED FLOOR ALTERNATE ALUMINUM A/C ADA AFF ALT AL RADIUS, RISER REFLECTED CEILING PLAN REFER TO REVISION ROUGH OPENING R RCP RE: REV RO BLDG BUILDING CB CL CLR CMU CONC CONT CPTILE CSWK COVE BASE CENTER LINE CLEAR CONCRETE MASONRY UNIT CONCRETE CONTINUE, CONTINUOUS CARPET TILE CASEWORK DIAMETER DIMENSION DIA DIM EQ EXT EQUAL EXTERIOR FINISH FIXTURE FLOOR FEET, FOOT FIN FIXT FLR FT GAGE GALVANIZED GYPSUM BOARD GA GALV GYP BD HM HORIZ HT HOLLOW METAL HORIZONTAL HEIGHT INSUL INT INSULATION INTERIOR MATERIAL MECHANICAL MINIMUM MISCELLANEOUS METAL MAT MECH MIN MISC MTL NOT IN CONTRACT NOMINAL NOT TO SCALE NIC NOM NTS ON CENTER OWNER FURNISHED CONTRACTOR INSTALLED OPPOSITE OC OFCI OPP PLASTIC LAMINATE PAINT PLAM PT QTY QUANTITY SPECIFICATION STRUCTURAL SPEC STRUCT UNO UNLESS NOTED OTHERWISE VAR VCT VERT VIF VARIES VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD WOOD BASE WOOD WIDE FLANGE WB WD WF T.O. TYP TYPICAL E EA EL ELEC EAST EACH ELEVATION ELECTRIC, ELECTRICAL SQUARE FOOT, FEET SUSPENDED ACOUSTICAL TILE SIMILAR SF SAT SIM B.O. BOTTOM OF N NORTH RB RUBBER BASE TOP OF CG CORNER GUARD CPT CARPET (E) EXISTING EPT EPOXY PAINT (N) NEW S SOUTH W WEST TH THICKNESS MAX MAXIMUM A1 A311 DRAWING NUMBER SHEET NUMBER SECTION MARK DRAWING NUMBER SHEET NUMBER A1 DETAIL MARK A531 DRAWING NUMBER SHEET NUMBER DETAIL CALLOUT OR ENLARGED PLAN A1 A501 ROOM B101 A4 A211 A2 A1 A3 DRAWING NUMBER SHEET NUMBER INTERIOR ELEVATION MARK ROOM TAG B211 DOOR MARK AA WINDOW MARK D10 WALL TYPE MARK a A211 A1 DRAWING NUMBER SHEET NUMBER EXTERIOR ELEVATION MARK A0 ACCESSORIES MARK 3 SHEET KEYNOTE DEMO SHEET KEYNOTE DETAIL A1 1 1/2"=1'-0" DRAWING NUMBER VIEW SCALE DRAWING TITLE WC WINDOW COVERING TAG 1 BRICK CONCRETE STEEL WOOD SHIM / BLOCKING WOOD - CONTINUOUS PLYWOOD GYPSUM BOARD 09 29 00.A0 5/8" GYPSUM BOARD SPEC SECTION REFERENCE ORGANIZATIONAL PLACEHOLDER (USED IN DRAFTING SOFTWARE. NUMBER DOES NOT RELATE TO SPEC SECTION) ITEM DESCRIPTION 1. INTERIOR WALL TYPES ARE NOTED ON THE FLOOR PLANS WITH THE FOLLOWING SYMBOL: a = ACOUSTIC CONDITION. PARTITION TO MEET ACOUSTIC RATING AND ACOUSTIC STANDARDS AS DEFINED BY THE SPECIFICATIONS AND ACOUSTIC NOTES AND DETAILS ON THIS SHEET. s = SMOKE CONDITION. PARTITION TO RESIST THE PASSAGE OF SMOKE AND INCORPORATE SMOKE NOTES AND DETAILS ON THIS SHEET. r = RATED CONDITION. PARTITION TO MEET FIRE RATING AS INDICATED ON CODE PLAN AND INCORPORATE FIRE RATING NOTES AND DETAILS ON THIS SHEET. 2. REFERENCE CODE PLAN FOR ALL SMOKE AND FIRE RATED LOCATIONS. 3. REFERENCE REFLECTED CEILING PLANS FOR PARTITION HEIGHT. PARTITIONS ARE SHADED IN THE FOLLOWING MANNER: NO SHADING INDICATES WALL EXTENDS 4" MIN ABOVE FINISH CEILING. SHADING INDICATES WALL EXTENDS TO DECK (OR THROUGH SECOND FLOOR WHERE OCCURS). 4. REFERENCE FINISH PLANS FOR LOCATION OF RECESSED CARPET BASE, TILE, FRP, AND OTHER SPECIAL DETAIL AND FINISH CONDITIONS. 5. PROVIDE 1/2" PLYWOOD BACKING BEHIND GYP BOARD ON WALLS SCHEDULED TO RECEIVE SHELVING ON STANDARDS AND BRACKETS, (TYP). 6. BREAK METAL IS REQUIRED AT DECK WHERE IT IS EXPOSED. BREAK METAL SHALL BE 4" x 4" x 20 GA. UNO AND FASTENED WITH SCREWS TO DECK @ 2'-0" O.C. 7. REFERENCE DETAILS ON THIS SHEET FOR TOP OF WALL CONDITIONS. 8. ALL REFERENCES TO UL & GA ASSEMBLY RATINGS ARE REPRESENTATIVE OF DESIGN INTENT. r A10 PROJECT #: Architects, Inc. T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 www.rbbarchitects.com © 2012 ISSUED: CITY OF FORT COLLINS FOR CONSTRUCTION 1231.20 DTC RECEPTION REMODEL 11/10/13 PROJECT SITE MAP GENERAL NOTES SHEET INDEX G000 COVER SHEET A ARCHITECTURAL AD101 LEVEL ONE DEMOLITION PLAN A101 LEVEL ONE FLOOR PLAN A221 ELEVATIONS A501 INTERIOR DETAILS A601 SPECIFICATIONS A602 SPECIFICATIONS CODE SUMMARY JURISDICTION PARTITION TYPES ABBREVIATIONS LEGEND MATERIAL LEGEND GENERAL NOTES: PARTITION TYPES None None unless non- competitive award None None unless non- competitiv e award None None unless non- competitive award II Non State Grantees a. Contracts below SAT ($100,000) b. Contracts above $100,000/Capital Projects Yes3 Yes3 Those imposed on non-state Grantee pass thru to Contractor Yes Yes Yes Yes Yes Yes Yes Yes Sources of Authority: 1 49 USC 5325 (a) 2 49 CFR 633.17 3 18 CFR 18.36 (i)