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HomeMy WebLinkAboutRFP - 9126 MINOR CARPENTRY CONSTRUCTION AND RENOVATION CONTRACTORRFP 9126 Minor Carpentry Construction and Renovation Contractor Page 1 of 33 REQUEST FOR PROPOSAL 9126 MINOR CARPENTRY CONSTRUCTION AND RENOVATION CONTRACTOR RFP DUE: 3:00 PM MST (our clock), May 27th, 2020 The City of Fort Collins is seeking multiple general contractors to provide carpentry and related construction services that may include, but not limited to the following: wood and steel stud framing, siding, window and door installation, finish work, small drywall jobs (under 500 sq. ft.), painting, ceilings, structural demolition and limited mechanical installations such as attaching interior commercial hardware on City buildings and have the ability to subcontract for concrete, flooring, mechanical, flooring, mechanical, electrical and other miscellaneous trades. As part of the City’s commitment to Sustainable Purchasing, proposals should be submitted online through the Rocky Mountain E-Purchasing System (RMEPS) at http://www.bidnetdirect.com/colorado/city-of-fort-collins. Note: please ensure adequate time to submit proposals through RMEPS. Proposals not submitted by the designated Opening Date and Time will not be accepted by the system. A pre-proposal meeting will be held at 3:00 pm MST, on May 4, 2020. The pre-proposal meeting will be hosted online via Zoom. Meeting information and instructions are as follows: Select or copy/paste the below link into your browser for access to the meeting. Please be prepared to announce your name and mute your microphone: Join Zoom Meeting https://us02web.zoom.us/j/85223383345 Dial +1 669 900 9128 Zoom Meeting ID: 852-2338-3345 Rocky Mountain E-Purchasing System hosted by BidNet A copy of the RFP may be obtained at http://www.bidnetdirect.com/colorado/city-of-fort-collins. All questions should be submitted, in writing via email, to Jake Rector at jrector@fcgov.com, with a copy to Project Manager, Brian Hergott at bhergott@fcgov.com, no later than 5:00 PM MST (our clock) on MAY 11, 2020. Please format your e-mail to include: RFP 9126 Minor Carpentry Construction and Renovation Contractor in the subject line. Questions received after this deadline may not be answered. Responses to all questions submitted before the deadline will be addressed in an addendum and posted on the Rocky Mountain E-Purchasing System webpage. Prohibition of Unlawful Discrimination: The City of Fort Collins, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 US.C. §§ 2000d to 2000d- 4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be 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 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 2 of 33 afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. The City strictly prohibits unlawful discrimination based on an individual’s gender (regardless of gender identity or gender expression), race, color, religion, creed, national origin, ancestry, age 40 years or older, marital status, disability, sexual orientation, genetic information, or other characteristics protected by law. For the purpose of this policy “sexual orientation” means a person’s actual or perceived orientation toward heterosexuality, homosexuality, and bisexuality. The City also strictly prohibits unlawful harassment in the workplace, including sexual harassment. Further, the City strictly prohibits unlawful retaliation against a person who engages in protected activity. Protected activity includes an employee complaining that he or she has been discriminated against in violation of the above policy or participating in an employment discrimination proceeding. The City requires its vendors to comply with the City’s policy for equal employment opportunity and to prohibit unlawful discrimination, harassment and retaliation. This requirement applies to all third-party vendors and their subcontractors at every tier. Public Viewing Copy: The City is a governmental entity subject to the Colorado Open Records Act, C.R.S. §§ 24-72-200.1 et seq. (“CORA”). Any proposals submitted hereunder are subject to public disclosure by the City pursuant to CORA and City ordinances. Vendors may submit one (1) additional complete proposal clearly marked “FOR PUBLIC VIEWING.” In this version of the proposal, the Vendor may redact text and/or data that it deems confidential or proprietary pursuant to CORA. Such statement does not necessarily exempt such documentation from public disclosure if required by CORA, by order of a court of appropriate jurisdiction, or other applicable law. Generally, under CORA trade secrets, confidential commercial and financial data information is not required to be disclosed by the City. Proposals may not be marked “Confidential” or ‘Proprietary’ in their entirety. All provisions of any contract resulting from this request for proposal will be public information. New Vendors: The City requires new Vendors receiving awards from the City to fill out and submit an IRS form W-9 and to register for Direct Deposit (Electronic) payment. If needed, the W-9 form and the Vendor Direct Deposit Authorization Form can be found on the City’s Purchasing website at www.fcgov.com/purchasing under Vendor Reference Documents. Please do not submit with your proposal. 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. Collusive or Sham Proposals: Any proposal deemed to be collusive or a sham proposal will be rejected and reported to authorities as such. Your authorized signature of this proposal assures that such proposal is genuine and is not a collusive or sham proposal. The City of Fort Collins reserves the right to reject any and all proposals and to waive any irregularities or informalities. RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 3 of 33 Utilization of Award by Other Agencies: The City of Fort Collins reserves the right to allow other state and local governmental agencies, political subdivisions, and/or school districts to utilize the resulting award under all terms and conditions specified and upon agreement by all parties. Usage by any other entity shall not have a negative impact on the City of Fort Collins in the current term or in any future terms. The selected Vendor shall be expected to sign the City’s standard Agreement prior to commencing Services (see sample attached to this Proposal). Sincerely, Gerry Paul Purchasing Director Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 4 of 33 I. BACKGROUND & OBJECTIVE / OVERVIEW A. Objective The City is seeking multiple general contractors to provide carpentry and related construction services that may include, but not limited to the following: wood and steel stud framing, siding, window and door installation, finish work, small drywall jobs (under 500 sq. ft.), painting, ceilings, structural demolition and limited mechanical installations such as attaching interior commercial hardware on City buildings and have the ability to subcontract for concrete, flooring, mechanical, flooring, mechanical, electrical and other miscellaneous trades. Services required during the contract period will be requested through issuance of work orders. There is no guaranteed minimum amount of services to be ordered. No work order exceeding $95,000 will be issued unless approved by the Director of Purchasing. The City reserves the right to supply any or all materials. This contract is a one year contract with 4 optional one year renews. This Agreement is administered by the Operations Services Department but may be utilized by other City Departments. The City intends to enter into a Services Agreement – Work Order Type Contract with one or multiple general contractors on an on-call, as required basis. At the City’s discretion, the City reserves the right to bid projects independent of the contracts awarded under this RFP. The City of Fort Collins reserves the right to reject all proposals and re-solicit, if deemed to be in the best interest of the City. The City may select one or multiple Service Providers to provide carpentry services. For work estimated to cost less than $20,000 one of the awarded Service Providers may be contacted by City personnel and asked to provide an estimate to complete the work. For work estimated to cost over $20,000 multiple Service Providers may be asked to bid on the work and the subsequent work order will be awarded to the lowest qualified bidder. The first two projects (Work Orders) anticipated to be awarded under the contract(s) have been identified and are to be quoted and evaluated as part of this RFP process: 1. Epic Shed (Attachment 1) – 680 SF 3 Bay Storage Garage 2. 240 N. Mason DTC- Restrooms (Attachment 2) – 200 SF Bathroom Addition inside of Transfort Downtown Transit Center B. SCOPE OF PROPOSAL 1. Scope of Work The City of Fort Collins is requesting proposals from qualified general contractors and individuals to provide carpentry and related construction services for smaller projects of $95,000 or less. The work may include, Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 5 of 33 but not limited to the following: wood and steel stud framing, siding, window and door installation, finish work, small drywall jobs (under 500 sq. ft.), painting, ceilings, structural demolition and limited mechanical installations such as attaching interior commercial hardware on City buildings and have the ability to subcontract for concrete, flooring, mechanical, flooring, mechanical, electrical and other miscellaneous trades. a. Service Provider to: 1) Provide experienced carpentry and related construction services as set out in specific Work Orders. 2) Carry insurance levels as indicated in attached Services Agreement. 3) Maintain a local telephone number and must be able to be reached by telephone and email transmissions during normal business hours. Service Provider will respond to all City non- emergency inquiries by the next business day.The Service Provider will provide an after hours phone number to be used by the City to request emergency or urgently needed services. 4) Provide evidence of having adequate and sufficient equipment to perform quality services. 5) To obtain permits when required per direction from City personnel. C. Construction Requirements 1. Provide site security and protection during construction. Provide all site safety management and compliance with OSHA standards and criteria. If applicable, implement a site safety program that is reported on regularly. 2. Provide for quality control program that meets or exceeds minimum job/contract document and industry standards. Coordinate and perform all quality control testing and inspections with the City’s third party inspection vendor. All such tests and inspections shall be subject to the City’s written review. 3. Meet all licensing requirements as set forth by the City of Fort Collins. 4. Comply with all City of Fort Collins building code requirements. 5. Obtain building permit(s) if applicable. 6. Provide services to manage participation in project close out process and needs during the project warranty period. 7. At any time, if the City determines that personnel on the construction team is not fit to continue, the City reserves the right to direct Service Provider personnel changes. Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 6 of 33 8. The City of Fort Collins has developed a Building Design Standards Manual. The Service Provider will comply to these standards unless exempted in writing by the City. This manual is available on line and can be viewed at: http://www.fcgov.com/opserv/design-standards.php 9. Required to adhere to the City of Fort Collins Dust Prevention and Control Manual (Attachment 3). 10. Required to fill out City of Fort Collins provided Waste Management Plan Form (Attachment 4) and follow City of Fort Collins recycling requirements (Attachment 5). 11. Service Provider will not receive final payment until the Waste Management Plan has been provided and filled out with back-up. 12. Required to provide dumpsters for recycling and to coordinate the location of dumpster(s) with the City of Fort Collins personnel before construction begins. 13. All forms must be filled out and coordinated with the City of Fort Collins as necessary. 14. Any damage caused to the existing buildings, parking lot, site, & landscaping through access to the construction area will be at the Service Provider’s expense to repair the damaged area to existing conditions before the damage occurred. 15. Ensure a clean and safe work site at all times. 16. Required to pull all appropriate State, City, and Fire permits. 17. Service Provider will be required to coordinate all necessary City of Fort Collins building inspections. 18. Service Provider will be required to coordinate all special inspections with the City of Fort Collins third party inspector. Contact information will be provided to the Service Provider prior to work beginning. 19. The City of Fort Collins has released smoking restrictions in certain areas. Smoking on the premises is prohibited. If smoking is necessary, employees can smoke in their personal vehicles. Please go to: fcgov.com/smokefree for more information. D. RFP Submittal Requirements 1. Complete the Proposal Qualification document. See Section I V. 2. Prepare a detailed quote to construct the Epic Shed (Attachment 1) – 680 SF 3 Bay Storage Garage Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 7 of 33 3. Prepare a detailed quote to construct the 240 N. Mason DTC- Restrooms (Attachment 2) – 200 SF Bathroom Addition inside of Transfort Downtown Transit Center The quote for each project is to include a detailed cost breakdown for all project elements including but not limited to: a. Labor hours and rates by job classification b. Schedule of values for materials including item description, quantity, price each and price extended c. Subcontractor cost detail d. Other costs required to execute the project 4. In concise terms (no more than two pages), please describe how your organization strives to be sustainable. Address how your firm incorporates Triple Bottom Line (TBL) into the workplace. See Section III: Review and Assessment for additional information. E. Anticipated Schedule The following represents the City’s target schedule for the RFP. The City reserves the right to amend the target schedule at any time. • RFP issuance: April 28, 2020 • Pre-Proposal Meeting: 3:00 PM MST on May 4, 2020 • Question deadline: 5:00 PM MST on May 11, 2020 • Proposal due date: 3:00 MST (our clock) on May 27, 2020 • Interviews (tentative): June 11, 2020 • Award of Contract (tentative): June 2020 F. Interviews In addition to submitting the documents stated in Section D above, the top-rated Vendors may be interviewed by the RFP assessment team and asked to participate in an oral presentation to provide an overview of the company, approach to the project and to address questions. The evaluation criteria for the oral interviews will be the same as the criteria for the written evaluations and is included in Section II. Because of recent events involving COVID-19, the City may use non-traditional methods for the optional interview phase of the assessment process. The City will receive and score written proposals. However, instead of traditional in- person interviews for the optional interview session, the City may opt to use alternate methods including, but not limited to remote interviews through a platform such as Microsoft Teams or Zoom. Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 8 of 33 G. Travel & Expenses Contractors are to provide a list of fees for reimbursable expenses. Reasonable expenses will be reimbursable as per the attached Exhibit E Fort Collins Expense guidelines. H. Subcontractors Vendors will be responsible for identifying any subcontractors in their proposal. Please note that the City will contract solely with the awarded Vendor; therefore, subcontractors will be the responsibility of the Vendor. I. Current standards All work and/or materials must meet current standards in force by recognized technical and professional societies, trade and materials supply associations, institutes and organizations, bureaus and testing laboratories, and national, federal, state, county, and local laws, codes and ordinances. All work shall be performed in accordance with ANSI Z133.1 A300 and applicable OSHA and AWWA Standards. In addition, the Fort Collins Water Treatment Facility Standard Operating Procedure and EMS Guide for Contractors and Vendors are to be adhered to. Lack of compliance with these two documents is grounds for cancellation of the purchase order/agreement. J. Fees, Licenses, Permits The successful Vendor shall be responsible for obtaining any necessary licenses, fees or permits without additional expense to the City. All equipment shall be properly licensed and insured, carry the appropriate permits and be placarded as required by law. K. Laws and Regulations The Vendor agrees to comply fully with all applicable local, State of Colorado and Federal laws and regulations and municipal ordinances. L. Work Orders The awarded Vendor(s) will be expected to sign the City’s standard work order type services agreement, a sample of which is attached as Section V for reference purposes. In the event that the City has agreements with multiple Vendors for the Work, the City reserves the right to choose which Vendor to contact regarding the project, unless order of preference has been established during the contracting process. Individual work assignments will be requested and agreed to utilizing the City’s standard Work Order (included in the agreement). Each Work Order form must include a start and completion date, total cost and a general summary of work. Subsequent supporting documentation pages may include a project schedule, deliverables, hours, cost detail supporting total cost, and personnel details. Fees outlined in the work order will conform with those submitted in the RFP response Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 9 of 33 and subsequently included in the contract. No work order over $5,000 will be considered valid until signed, at a minimum, by the Vendor, project manager and Purchasing Department representative. Depending on the cost and nature of the work, additional signature authorization may be required. Any changes to the dates, cost or scope of any Work Order must be agreed upon in writing utilizing the City’s Change Order (included in the agreement) and will not be considered valid until signed, at a minimum, by the Vendor, project manager and Purchasing Department representative. M. Invoicing and Payment Invoices should be emailed monthly to invoices@fcgov.com with a copy to the Project Manager. The cost of the work completed shall be paid to the Vendor each month following the submittal of a correct invoice by the Vendor indicating the project name, Purchase Order number, task description, hours worked, personnel/work type category, hourly rate for each employee/work type category, date of the work performed specific to the task, percentage of that work that has been completed by task, 3rd party supporting documentation with the same detail and a brief progress report. Payments will be made using the prices listed on the agreed-to Price Schedule. In the event a service is requested which is not listed on the Price Schedule, the Vendor and the City will negotiate an appropriate unit price for the service prior to Consultant initiating such work. The City pays invoices on Net 30 terms. N. Exceptions to Service Agreement Exceptions to the Scope of Services and City Agreement (a sample of which is attached in Section V) shall be documented. Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 10 of 33 II. REVIEW AND ASSESSMENT CRITERIA A. Proposal and Interview Criteria Vendors will be evaluated on the following criteria. These criteria will be the basis for review and assessment of the written proposals and optional interview session. At the discretion of the City, interviews of the top-rated Vendors may be conducted. The rating scale shall be from 1 to 5, with 1 being a poor rating, 3 being an average rating, and 5 being an outstanding rating. WEIGHTING FACTOR QUALIFICATION STANDARD 5.0 Firm Capability Does the firm have the resources, financial strength, capacity and support capabilities required to successfully complete the project on-time and in- budget? Do the persons who will be working on the projects have the necessary skills and qualifications? Has the firm successfully completed previous projects of this type and scope? 1.0 Sustainability/TBL Methodology Does the firm demonstrate a commitment to Sustainability and incorporate Triple Bottom Line methodology in both their Scope of Work for the project, and their day-to- day business operating processes and procedures? 4.0 Cost & Work Hours Does the proposal include detailed cost break-down for each cost element as applicable and are the line-item costs competitive? Do the proposed cost and work hours compare favorably with the Project Manager's estimate? Are the work hours presented reasonable for the effort required by each project task or phase? Definitions Sustainable Purchasing is a process for selecting products or services that have a lesser or reduced negative effect on human health and the environment when compared with competing products or services that serve the same purpose. This process is also known as “Environmentally Preferable Purchasing” (EPP), or “Green Purchasing”. Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 11 of 33 The Triple Bottom Line (TBL) is an accounting framework that incorporates three dimensions of performance: economic, or financial; environmental, and social. The generally accepted definition for TBL is that it “captures the essence of sustainability by measuring the impact of an organization’s activities on the world…including both its profitability and shareholders values and its social, human, and environmental capital.” B. Reference Evaluation Criteria Prior to award, the Project Manager will check references using the following criteria. Negative responses from references may impact the award determination. CRITERIA STANDARD QUESTIONS Overall Performance Would you hire this Vendor again? Did they show the skills required by this project? Timetable Was the original Scope of Work completed within the specified time? Were interim deadlines met in a timely manner? Completeness Was the Vendor responsive to client needs; did the Vendor anticipate problems? Were problems solved quickly and effectively? Budget Was the original Scope of Work completed within the project budget? Job Knowledge If a study, did it meet the Scope of Work? If Vendor administered a construction contract, was the project functional upon completion and did it operate properly? Were problems corrected quickly and effectively? Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 12 of 33 III. VENDOR STATEMENT Vendor hereby acknowledges receipt of the City of Fort Collins Request for Proposal and acknowledges that it has read and agrees to be fully bound by all of the terms, conditions and other provisions set forth in the RFP. Additionally, Vendor hereby makes the following representations to City: a. All of the statements and representations made in this proposal are true to the best of the Vendor’s knowledge and belief. b. Vendor commits that it is able to meet the terms provided in this proposal. c. This proposal is a firm and binding offer, for a period of 90 days from the date hereof. d. Vendor further agrees that the method of award is acceptable. e. Vendor also agrees to complete the proposed Agreement with the City of Fort Collins within 30 days of notice of award. If contract is not completed and signed within 30 days, City reserves the right to cancel and award to the next highest rated firm. f. Vendor acknowledge receipt of addenda. Legal Firm Name: Physical Address: Remit to Address: Phone: Name of Authorized Agent of Firm: Signature of Authorized Agent: Primary Contact for Project: Title: Email Address: Phone: Cell Phone: NOTE: VENDOR STATEMENT IS TO BE SIGNED & RETURNED WITH YOUR PROPOSAL. Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 13 of 33 Annual Sales: IV. SERVICE PROVIDER QUALIFICATION FORM SERVICE PROVIDER QUALIFICATION FORM GENERAL INFORMATION Date: Company Name: Address: Street City State Zip Phone: ( ) - Fax: ( ) - Parent Company: Address: Website: President: ( ) - Name Phone E-Mail Address Billing Contact: ( ) - Name Phone E-Mail Address List current Contractor Licenses your firm has: Principal Office: (Circle One) Corporation Partnership Individual Joint Venture Other Years in Business: Federal ID No: 2017: 2018: 2019: Union Affiliations: If yes, please list Affiliations: Disadvantaged Business Enterprise or Small Business Enterprise (Y or N)? If “Y”, Please Specify:_ Project Dollars currently under contract, but not completed. $ List current projects in process and open dollar value: Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 14 of 33 If you answer yes to any of the following questions listed below please attach details: Has this firm ever defaulted on a contract (Y or N)? Has this firm experienced reorganization within the past year (Y or N)? _ Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers (Y or N) ? Has your organization filed any lawsuits or requested arbitration with regard to construction contracts within the last five years (Y or N) ? Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract (Y or N)? Total Number of Employees: Office Employees Field Employees Project Staff Breakdown: A resume or summary of qualifications for each professional and technical person assigned to the Agreement, including partners and/or sub consultants, shall be submitted. Please limit to one (1) page. Project Managers: Field Foremen: Carpenters: Laborers: Shop: Other: What scope of work does your firm self-perform?: Do you have subcontractors which work under you (Y or N) ? If yes, list them and what work they perform. (Any subcontractors you will be using will need to complete this form and it be submitted with your proposal). 1. 8. 2. 9. 3. 10. 4. 11. 5. 12. 6. 13. 7. 14. Official Purchasing Document RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 15 of 33 Construction Cost Factors: Last updated 10/2017 A. Provide the hourly rates for your staff which you plan to use on City projects: Manager: $ . Foreman: $ . Carpenter: $ . Laborer: $ B. Provide your Markup Fees: Overhead Fee: % Profit: % C. Provide your Markup for Materials: Overhead Fee: % Profit: % D. Provide equipment rates for all equipment you would potentially charge the City of Fort Collins for use on projects which are outside of your Overhead & Profit on a separate letterhead and attached to your proposal. Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 16 of 33 SAFETY INFORMATION Name of Safety Director / Officer Company: Address: Street City State Zip ( ) - Phone E-Mail Address Does your firm have a written safety Plan (Y or N) ? Has your firm been cited for any serious OSHA violations in the past three years (Y or N)? OSHA recordable incident rate (Current Year): OSHA lost day incident rate (Current Year): Does your firm have a drug testing policy (Y or N) ? UNDER A SEPARATE COVER SUBMIT A SAMPLE CERTIFICATE OF INSURANCE SHOWING CURRENT COVERAGE AND LIMITS FOR GENERAL LIABILITY, AUTOMOBILE LIABILITY, EXCESS UMBRELLA LIABILITY & WORKERS COMPENSATION. Under separate cover please submit a 300A log and summary of occupational injuries and illnesses as required by the US Department of Labor (Previous 12 months). Experience Modification Rate (EMR): 2019 2018 2017 Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 17 of 33 Experience List List four major projects completed in the past five (5) years by the key members of the proposed team; include the following information (attach a separate sheet for additional information): Project # 1 Name of Project Type of Building $ City State Zip Contract Amount ( ) - Contractor / Client Contact Phone E-Mail Address Your Project Manager Your Onsite Foreman Start Date Completion Date Comments: Project # 2 Name of Project Type of Building $ City State Zip Contract Amount ( ) - Contractor / Client Contact Phone E-Mail Address Your Project Manager Your Onsite Foreman Start Date Completion Date Comments: Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 18 of 33 Experience Continued: Project # 3 Name of Project Type of Building $ City State Zip Contract Amount ( ) - Contractor / Client Contact Phone E-Mail Address Your Project Manager Your Onsite Foreman Start Date Completion Date Comments: Project # 4 Name of Project Type of Building $ City State Zip Contract Amount ( ) - Contractor / Client Contact Phone E-Mail Address Your Project Manager Your Onsite Foreman Start Date Completion Date Comments: Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 19 of 33 Bonding & Banking Information Bonding Company Name: Address: Street City State Zip ( ) - ( ) - Phone Fax Website: Contact: ( ) - Name Phone E-Mail Address Aggregate Bonding Capacity: $ Single Project Bonding Capacity: $ Total Number of Projects Currently Bonded: Total Currently Bonding: $ Bank Name: Address: Street City State Zip ( ) - ( ) - Phone Fax Website: Contact: ( ) - Name Phone E-Mail Address DATE SIGNATURE PRINT NAME *Payment/Performance Bonds are only required for construction projects over $100,000.00 and will not be required for this contract, except in the event the Purchasing Director authorizes a project greater than $100,000.00 Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 20 of 33 V. SAMPLE AGREEMENT (FOR REFERENCE ONLY – DO NOT SIGN ) SERVICES AGREEMENT WORK ORDER TYPE 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. Services to be Performed. a. This Agreement shall constitute the basic agreement between the parties for services for . The conditions set forth herein shall apply to all services performed by the Service Provider on behalf of the City and particularly described in Work Orders agreed upon in writing by the parties from time to time. Such Work Orders, a sample of which is attached hereto as Exhibit A, consisting of one (1) page and incorporated herein by this reference, shall include a description of the services to be performed, the location and time for performance, the amount of payment, any materials to be supplied by the City and any other special circumstances relating to the performance of services. No Work Order shall exceed $ . A general scope of services is attached hereto as Exhibit C, consisting of ( ) page(s), and incorporated herein by this reference. The only services authorized under this Agreement are those which are performed after receipt of such Work Order, except in emergency circumstances where oral work requests may be issued. Oral requests for emergency actions will be confirmed by issuance of a written Work Order within two (2) working days. Irrespective of references in Exhibit A to certain named third parties, Service Provider shall be solely responsible for performance of all duties hereunder. b. The City may, at any time during the term of a particular Work Order and without invalidating such Work Order, make changes to the scope of the particular services. Such changes shall be agreed upon in writing by the parties by Change Order, a sample of which is attached hereto as Exhibit B, consisting of one (1) page and incorporated herein by this reference. 2. Changes in the Work. The City reserves the right to independently bid any services rather than issuing work to the Service Provider pursuant to this Agreement. Nothing within this Agreement shall obligate the City to have any particular service performed by the Service Provider. Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 21 of 33 3. Time of Commencement and Completion of Services. The services to be performed pursuant to this Agreement shall be initiated as specified by each written Work Order or oral emergency service request. Oral emergency service requests will be acted upon without waiting for a written Work Order. Time is of the essence. 4. Contract Period. This Agreement shall commence , 20 and shall continue in full force and effect until , 20 , 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. Written notice of renewal shall be provided to the Service Provider and mailed no later than thirty (30) days prior to contract end. 5. Delay. If either party is prevented in whole or in part from performing its obligations by unforeseeable causes beyond its reasonable control and without is 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. 6. Early Termination by City/Notices. 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 mailed 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 address: 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 In the event of early termination by the City, the Service Provider shall be paid for services rendered to the termination date, 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. 7. Contract Sum. This is an open-end indefinite quantity Agreement with no fixed price. The actual amount of work to be performed will be stated on the individual Work Orders. The City makes no guarantee as to the number of Work Orders that may be issued or the actual amount of services which will in fact be requested. 8. Payments. a. The City agrees to pay and the Service Provider agrees to accept as full payment for all work done and all materials furnished and for all costs and expenses incurred in Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 22 of 33 performance of the work the sums set forth for the hourly labor rate and material costs, with markups, stated within the Bid Schedule Proposal Form, attached hereto as Exhibit , consisting of ( ) page(s), and incorporated herein by this reference. Payment shall be made by the City Net 30 days from the date of the invoice and upon acceptance of the work by the City and upon the Service Provider furnishing satisfactory evidence of payment of all wages, taxes, supplies and materials, and other costs incurred in connection with the performance of such work. 9. City Representative. The City's representative will be shown on the specific Work Order and shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the work requested. All requests concerning this Agreement shall be directed to the City Representative. 10. Independent Contractor. It is agreed that in the performance of any services hereunder, the Service Provider is an independent contractor responsible to the City only as to the results to be obtained in the particular work assignment and to the extent that the work shall be done in accordance with the terms, plans and specifications furnished by the City. 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 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 under the Agreement or of any cause of action arising out of the 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. Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 23 of 33 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 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 representative, 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 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. Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 24 of 33 The Service Provider before commencing services hereunder shall deliver to the City's Purchasing Director, 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. This Agreement shall be governed in all respect by the laws of the State of Colorado. 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 Unlawful Discrimination. The City of Fort Collins, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 US.C. §§ 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. The City strictly prohibits unlawful discrimination based on an individual’s gender (regardless of gender identity or gender expression), race, color, religion, creed, national origin, ancestry, age 40 years or older, marital status, disability, sexual orientation, genetic information, or other characteristics protected by law. For the purpose of this policy “sexual orientation” means a person’s actual or perceived orientation toward heterosexuality, homosexuality, and bisexuality. The City also strictly prohibits unlawful harassment in the workplace, including sexual harassment. Further, the City strictly prohibits unlawful retaliation against a person who engages in protected activity. Protected activity includes an employee complaining that he or she has been discriminated against in violation of the above policy or participating in an employment discrimination proceeding. The City requires its vendors to comply with the City’s policy for equal employment opportunity and to prohibit unlawful discrimination, harassment and retaliation. This requirement applies to all third-party vendors and their subcontractors at every tier. 22. 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 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 Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 25 of 33 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 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. 23. Dust Control. The Service Provider shall abide by the City of Fort Collins “Dust Control and Prevention Manual,” which is available for public download at https://www.fcgov.com/airquality/pdf/dust-prevention-and-control-manual.pdf, and is incorporated herein by this reference. The City of Fort Collins has implemented this manual for all projects performed for the City of Fort Collins or located within the City of Fort Collins City limits. Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 26 of 33 24. 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 one (1) page, attached hereto and incorporated herein by this reference. [Signature Page Follows] Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 27 of 33 THE CITY OF FORT COLLINS, COLORADO By: Gerry Paul Purchasing Director DATE: ATTEST: APPROVED AS TO FORM: SERVICE PROVIDER'S NAME By: Printed: Title: CORPORATE PRESIDENT OR VICE PRESIDENT Date: Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 28 of 33 EXHIBIT A WORK ORDER FORM PURSUANT TO A MASTER AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND SERVICE PROVIDER'S NAME WORK ORDER NUMBER: PROJECT TITLE: ORIGINAL BID/RFP NUMBER & NAME: MASTER AGREEMENT EFFECTIVE DATE: Original Contract Date WORK ORDER COMMENCEMENT DATE: WORK ORDER COMPLETION DATE: MAXIMUM FEE: (time and reimbursable direct costs): PROJECT DESCRIPTION/SCOPE OF SERVICES: Service Provider agrees to perform the services identified above and on the attached forms in accordance with the terms and conditions contained herein and in the Master Agreement between the parties. In the event of a conflict between or ambiguity in the terms of the Master Agreement and this Work Order (including the attached forms) the Master Agreement shall control. The attached forms consisting of ( ) page(s) are hereby accepted and incorporated herein, by this reference, and Notice to Proceed is hereby given after all parties have signed this document. SERVICE PROVIDER: Date: Name, Title ACCEPTANCE: Date: Name, Project Manager REVIEWED: Date: Name, Buyer or Senior Buyer ACCEPTANCE: Date: Gerry Paul, Purchasing Director (if greater than $60,000) Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 29 of 33 EXHIBIT B CHANGE ORDER NO. PROJECT TITLE: SERVICE PROVIDER: Company Name WORK ORDER NUMBER: PO NUMBER: DESCRIPTION: 1. Reason for Change: Why is the change required? 2. Description of Change: Provide details of the changes to the Work 3. Change in Work Order Price: 4. Change in Work Order Time: ORIGINAL WORK ORDER PRICE $ .00 TOTAL APPROVED CHANGE ORDER .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 TOTAL % OF THIS CHANGE ORDER % TOTAL C.O.% OF ORIGINAL WORK ORDER % ADJUSTED WORK ORDER COST $ .00 SERVICE PROVIDER: Date: Name, Title ACCEPTANCE: Date: Name, Project Manager REVIEWED: Date: Name, Buyer or Senior Buyer ACCEPTANCE: Date: Gerry Paul, Purchasing Director (if greater than $60,000) Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 30 of 33 EXHIBIT C GENERAL SCOPE OF SERVICES Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 31 of 33 EXHIBIT (BID SCHEDULE/COMPENSATION) Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 32 of 33 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 reduce coverage or limits and will not be cancelled, except after thirty (30) 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 $1,000,000 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. Official Purchasing Document Last updated 10/2017 RFP 9126 Minor Carpentry Construction and Renovation Contractor Page 33 of 33 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. A1 C3 A1 C2 D3 A1 D3 A1 D1 A1 EPIC MSC STORAGE ICE RINK STORAGE AQUATICS STORAGE EXTERIOR FLOOD LIGHT, TYP 1'-6"4 3/4" 11'-6 1/8" 3 1/2" 11'-6 5/8" 4 3/4" 11'-5 1/2" 4 3/4"1'-6" 39'-0" 17'-10 23/32" D2 A1 IN1 EX1 EX2 F1 E3 EX1 HORIZONTAL WOOD SIDING & WOOD STUD WALL WOOD SIDING OVER SHEATHING OVER 2x4 WOOD STUDS EX2 CORRUGATED METAL & WOOD STUD WALL CORRGATED METAL OVER SHEATHING OVER 2x4 WOOD STUDS EX3 CORRUGATED METAL & WOOD STUD WALL CORRGATED METAL OVER SHEATHING OVER 2x6 WOOD STUDS IN1 WOOD STUD WALL 2x4 WOOD STUDS F1 4" CONCRETE SLAB R1 CRRUGATED METAL ROOF CORRUGATED METAL ROOFING OVER SHEATHING OVER 11 7/8" LSL A1 C3 A1 C2 39'-0" 20'-7" R1 Alternate Bid: Replace metal roofing with asphalt shingle roofing and replace metal wall panels with the same board & batten siding as other exterior walls. Provide gutter and downspout at the low end of roof as part of the alternate bid. STRUCTURAL GENERAL NOTES FOUNDATION DESIGN: 1. SOILS REPORT NOT REQUIRED, MINIMUM PRESUMPTIVE VALUES USED PER IBC 2. MINIMUM FROST DEPTH SHALL BE 2'-6" BELOW EXTERIOR GRADE. FOOTINGS: 1. DESIGN OF FOOTINGS IS BASED ON A PRESUMPTIVE MAXIMUM ALLOWABLE BEARING PRESSURE OF 1500 PSF PER IBC TABLE 1806.2 2. BEAR ON THE NATURAL UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL. EXTERIOR FOOTINGS SHALL BEAR BELOW FROST DEPTH. REINFORCED CONCRETE: 1. DESIGN IS BASED ON ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE." 2. CONCRETE WORK SHALL CONFORM TO ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE." 3. STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: 4. DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 6. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT TIES OR BARS SHOWN TO BE FIELD- BENT, WHICH SHALL BE GRADE 40. 7. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, LAP BARS 50 DIAMETERS (MINIMUM). 8. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS FOR EACH LAYER OF REINFORCEMENT. 9. EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE CONCRETE SHALL BE AS FOLLOWS: A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" B. EXPOSED TO EARTH OR WEATHER: 1. #6 THROUGH #18 BARS 2" 2. #5 BAR, W31 OR D31 WIRE, AND SMALLER 1-1/2" STRUCTURAL WOOD FRAMING: 1. IN-GRADE BASE VALUES HAVE BEEN USED FOR DESIGN. 2. DIMENSIONAL LUMBER FRAMING SHALL BE S4S HEM FIR NO. 2 OR BETTER UNO. 3. STUDS SHALL BE HEM FIR STUD GRADE OR BETTER UNO. 4. TOP AND BOTTOM PLATES SHALL BE HEM FIR NO. 2 OR BETTER UNO. 5. ALL LUMBER SHALL BE 19% MAXIMUM MOISTURE CONTENT AT THE TIME OF INSTALLATION UNO. 6. ALL WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR-LARCH OR SOUTHERN YELLOW PINE. PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN ACCORDANCE WITH AWPA STANDARDS U1 AND M4. TREATMENTS SHALL HAVE NO AMMONIA ADDED AND SHALL BE THE FOLLOWING USE CATEGORY: A. UC2 AT INTERIOR B. UC3B AT EXTERIOR WITH NO GROUND CONTACT C. UC4B AT EXTERIOR WITH GROUND CONTACT 7. FASTENERS FOR USE WITH TREATED WOOD SHALL BE CORROSION RESISTANT IN ACCORDANCE WITH SECTION 2304.10.5 OF THE IBC. 8. ALL CONNECTORS USED WITH PRESSURE-TREATED MATERIAL SHALL BE STAINLESS STEEL ASTM 304 OR 316, OR HAVE A SIMPSON Z-MAX (G185) OR HDG COATING. STANDARD COATING (G90) IS ACCEPTABLE AT INTERIOR CONDITIONS WITH NON PRESSURE-TREATED LUMBER ONLY. CONNECTORS ARE TO BE IN ACCORDANCE WITH ASTM A653 OR ASTM 123. 9. ALL IRON AND STEEL PRODUCTS ATTACHED TO TREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 OR SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 10. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED ON THE STRUCTURAL DRAWINGS. 11. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO CLOSING IN OF WALLS, FLOORS, AND ROOFS. 12. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND/OR NUT, UNO. 13. METAL FRAMING ANCHORS SHOWN OR REQUIRED, SHALL BE SIMPSON STRONG-TIE OR EQUAL CODE APPROVED CONNECTORS AND INSTALLED WITH ALL HOLES FILLED (ROUND AND TRIANGULAR) WITH THE MAXIMUM SIZE NAIL RECOMMENDED BY THE MANUFACTURER TO DEVELOP THE MAXIMUM RATED CAPACITY. 14. CONNECTOR BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME B18.2.1 AND ASTM SAE J429 GRADE 1. 15. NAILS AND SPIKES SHALL CONFORM TO ASTM F1667. 16. WOOD SCREWS SHALL CONFORM TO ANSI/ASME B18.6.1. 17. LEAD HOLES FOR LAG SCREWS SHALL BE 40%-70% OF THE SHANK DIAMETER AT THE THREADED SECTION AND EQUAL TO THE SHANK DIAMETER AT THE UNTHREADED SECTION. GENERAL CONSTRUCTION NOTES AND LEGEND E0.1 20003 01/29/2020 JOB DATE DRAWN CHECKED CAD WMC CoFC - EPIC STORAGE BUILDING FORT COLLINS, COLORADO PARTIAL ELECTRICAL SITE PLAN E1.0 20003 01/29/2020 JOB DATE DRAWN CHECKED CAD WMC CoFC - EPIC STORAGE BUILDING FORT COLLINS, COLORADO EPIC MSC STORAGE ICE RINK STORAGE AQUATICS STORAGE EPIC STORAGE SHED ELECTRICAL PLAN E2.0 20003 01/29/2020 JOB DATE DRAWN CHECKED CAD WMC CoFC - EPIC STORAGE BUILDING FORT COLLINS, COLORADO ELECTRICAL ONE-LINE AND PANEL E5.0 20003 01/29/2020 JOB DATE DRAWN CHECKED CAD WMC CoFC - EPIC STORAGE BUILDING FORT COLLINS, COLORADO A. ALL DIMENSIONS ARE TO FACE OF STUD, CMU AND/OR CONCRETE UNLESS NOTED OTHERWISE. B. ALL NEW WORK SHALL BE PLUMB TRUE, AND LEVEL UNLESS OTHERWISE NOTED. C. DISSIMILAR FLOOR MATERIALS SHALL MEET UNDER CENTER OF DOOR LEAF. D. U.N.O. ALL PAINTED SURFACES TO RECEIVE A MINIMUM OF ONE (1) PRIMER COAT AND THEN TWO (2) FINISH PAINT COATS. a. WALL SURFACES: EGG SHELL (SATIN) NON-RESTROOM AREAS b. WALL SURFACES: SEMI-GLOSS - RESTROOM AREAS c. HOLLOW METAL DOOR FRAME: SEMI-GLOSS E. U.N.O. ALL EXPOSED STRUCTURE, DUCT WORK, PIPING & CONDUITS TO BE PAINTED. PLAN GENERAL NOTES 3 A1.1 5 4 101 102 4'-8" 9-1 4'-8" 5'-3 3/8" 4'-11" 3'-8" 9-2 9-3 9-1 9-2 9-3 1 1 1A 9-4 9-5 9-5 D6-1 D6-1 D6-1 D8-1 D9-1 D9-1 D6-1 D9-2 D9-3 T8 6" TILE BASE W/ SCHLUTER STRIP T6 T7 T9 T1 T2 T3 5'-0" T4 WALL TILE BASE W/ SCHLUTER STRIP T1 T2 T3 T4 5'-0" WALL TILE BASE W/ SCHLUTER STRIP A. EXISTING CONSTRUCTION SHOWN DASHED IS TO BE DEMOLISHED – RECESSED DOWNLIGHT w/ EMERGENCY BALLAST/DRIVER - CEILING MTD. a DUPLEX RECEPTACLE - MOUNTED 6" ABOVE COUNTER MAGNETIC STARTER SAFETY SWITCH - FUSIBLE SAFETY SWITCH - NON-FUSIBLE EQUIPMENT - MOTOR BRANCH CIRCUIT PANELBOARD - FLUSH MOUNTED BRANCH CIRCUIT PANELBOARD - SURFACE MOUNTED POWER RECESSED DOWNLIGHT - CEILING MOUNTED LIGHTING AUTOMATIC TRANSFER SWITCH METER CIRCUIT BREAKER GROUND FIRE ALARM ONE-LINE DIAGRAM GENERATOR DELTA-WYE TRANSFORMER SWITCH SERVICE DROP SHUNT TRIP PUSH BUTTON - MOUNTED 46" AFF CONDUIT - CAPPED CABLE TRAY SEALING FITTING EXPANSION FITTING CONDUIT FITTING (CONDULET) JUNCTION BOX CONDUIT - FLEXIBLE CONDUIT - CONTINUED CONDUIT - CONCEALED BELOW SLAB OR GRADE CONDUIT - UP AND DOWN (CHANGE IN ELEVATION) CONDUIT - TURNING UP CONDUIT - EXPOSED CONDUIT - CONCEALED IN SUSPENDED CEILING OR WALL CONDUIT - TURNING DOWN REVISION CALL-OUT ROOM NUMBER FEEDER CALL-OUT KEYNOTE MECHANICAL EQUIPMENT CALL-OUT: REFER TO THE EQUIPMENT DATA SCHEDULE FOR DETAILS GENERAL JUNCTION BOX - EMERGENCY POWER FOOD SERVICE EQUIPMENT DESIGNATION WIRING AND CONDUITS NEW EQUIPMENT (TYPICAL) EXISTING EQUIPMENT (TYPICAL) DEMOLITION EQUIPMENT (TYPICAL) WALL MOUNT BRACKET (TYPICAL) CARBON MONOXIDE DETECTOR LUMINAIRE - SURFACE MOUNTED OPEN INDUSTRIAL LUMINAIRE RECESSED LUMINAIRE CONNECTED TO THE EMERGENCY POWER SYSTEM OR BALLAST/DRIVER OPEN INDUSTRIAL LUMINAIRE DATE: DRAWN: REVIEWED: SHEET TITLE: SHEET NUMBER: PROJECT NO.: PROJECT: ISSUE: # DATE: DESCRIPTION: NOT FOR CONSTRUCTION DESIGNED: 4/8/2020 10:32:47 AM E0.2 GENERAL INFORMATION JPG APC 0200100.04 Downtown Transit Center - Restroom Upgrades City of Fort Collins 250 N. MASON ST. FORT COLLINS, CO 04.08.2020 INM 90% CD 6. MAXIMUM SIX FOOT FLEXIBLE FIXTURE WHIP SHALL BE USED FOR FINAL CONNECTIONS TO LIGHT FIXTURES INSTALLED IN LAY-IN CEILINGS. MAXIMUM FOUR LIGHT FIXTURE WHIPS SHALL BE CONNECTED FROM ONE JUNCTION BOX. FEED THRU BETWEEN LIGHT FIXTURES SHALL NOT BE ALLOWED. 5. NO SHARING OF NEUTRALS ALLOWED. CIRCUIT SHALL HAVE DEDICATED NEUTRAL CONDUCTORS. ONE CIRCUIT, ONE NEUTRAL. 4. DERATING OF CONDUCTOR AMPACITY SHALL BE APPLIED PER NEC. 3. EACH RACEWAY SHALL CONTAIN AN INSULATED EQUIPMENT GROUNDING CONDUCTOR PER NEC. 2. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG. #10 AWG SHALL BE USED FOR HOME RUNS OF 20 AMP BRANCH CIRCUITS OVER 100 FEET IN LENGTH. 1. MINIMUM CONDUIT SIZE SHALL BE 3/4". T. WHERE CONDUIT AND WIRING RUNS ARE NOT SHOWN ON FLOOR PLANS, THE CONTRACTOR SHALL DETERMINE AND PROVIDE THE REQUIRED CONDUIT AND WIRING FOR SPECIFIED CIRCUITING IN ACCORDANCE WITH NEC AND THE FOLLOWING MINIMUM REQUIREMENTS: S. IF POSSIBLE, ALL NEWLY INSTALLED RECEPTACLES SHALL BE INSTALLED IN SEPARATE OR ADJACENT STUD SPACES, TO AVOID SOUND TRANSMISSION AND WALL INTEGRITY ISSUES. ALL NEWLY INSTALLED RECEPTACLES LOCATED IN COMMON STUD SPACES OF FIRE-RESISTANT WALLS SHALL BE EQUIPPED WITH FIRE-RESISTANT PUTTY PADS AT THE BACK OF EACH BOX IN ACCORDANCE WITH NEC. R. CONTRACTOR SHALL NOT SCALE DRAWING FOR QUANTITIES. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL MEASUREMENTS. Q. UNLESS INDICATED IN SOME MANNER THAT ELECTRICAL EQUIPMENT IS EXISTING, ALL EQUIPMENT SHALL BE NEW. P. PRIOR TO SUBMITTING BID PROPOSAL, BIDDER SHALL EXAMINE ALL GENERAL CONSTRUCTION DRAWINGS AND VISIT CONSTRUCTION SITE TO BE FAMILIAR WITH EXISTING CONDITIONS UNDER WHICH HE WILL HAVE TO OPERATE AND WHICH WILL IN ANY WAY AFFECT THE WORK UNDER THIS CONTRACT. NO SUBSEQUENT ALLOWANCE WILL BE MADE IN THIS CONNECTION ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLIGENCE ON HIS PART. O. PROVIDE AND INSTALL IN EACH PANEL, TYPEWRITTEN NEAT TWO-COLUMN CIRCUIT INDEX CARD SET UNDER PLASTIC COVERS ON INSIDE OF DOORS. EACH ODD-NUMBERED CIRCUIT SHALL BE IN SEQUENCE ON ONE COLUMN AND THE EVEN-NUMBERED CIRCUITS ON THE OTHER COLUMN (E.G. 1,3,5...,2,4,6...). EACH CIRCUIT SHALL BE IDENTIFIED AS TO THE USE AND ROOM NAME(S) OR AREA(S). THE CONTRACTOR SHALL CONFIRM ROOM NAMES AND/OR ROOM NUMBERS WITH THE ARCHITECT PRIOR TO PROJECT COMPLETION. OS OS WATER ROOM 3 TOILET 4 TOILET 5 WAITING 6 B A A A A B 1 P3-15 P3-15 P3-15 P3-15 P3-15 P3-15 3 3 WATER ROOM 3 TOILET 4 TOILET 5 WAITING 6 GFI GFI 1 P2-21 P2-21 EF 10 ON ROOF P1-24 4 IG IG IG 1 2 P2-9 P2-21 P2-21 P2-21 P2-21 P2-9 P2-9 P3-15 P3-15 P3-15 P3-15 P3-15 N G M P1 P3 P2 TVSS 208Y/120V, 3PH, 4-WIRE PADMOUNTED UTILITY TRANSFORMER BY CITY OF FORT COLLINS X 29,500A 2 SETS(4#350, 3"C PVC) X BD BOILER BLOW DOWN CD CONDENSATE DRAIN CWS CONDENSER WATER SUPPLY HCWS DUAL TEMPERATURE SUPPLY HPS HIGH PRESSURE STEAM HRS HEAT RECOVERY SUPPLY HTWS HIGH TEMP WATER SUPPLY HWS HOT WATER SUPPLY LPS LOW PRESSURE STEAM LS LOOP SUPPLY MPS MEDIUM PRESSURE STEAM PD PUMP DISCHARGE RHG REFRIGERANT HOT GAS RL REFRIGERANT LIQUID RS REFRIGERANT SUCTION CHR CHILLED WATER RETURN CWR CONDENSER WATER RETURN HCWR DUAL TEMPERATURE RETURN HPR HIGH PRESSURE STEAM CONDENSATE RETURN HRR HEAT RECOVERY RETURN HTWR HIGH TEMP WATER RETURN HWR HOT WATER RETURN LPR LOW PRESSURE STEAM CONDENSATE RETURN LR LOOP RETURN MPR MEDIUM PRESSURE STEAM CONDENSATE RETURN AC ABOVE CEILING/AIR CONDITIONER OA OUTDOOR AIR ACC AIR COOLED CONDENSER AF AIR FILTER AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AMS AIR MEASURING STATION AS AIR SEPARATOR AV AUTOMATIC AIR VENT B BOILER BAS BUILDING AUTOMATION SYSTEM BDD BACKDRAFT DAMPER BFC BELOW FINISHED CEILING BFP BACKFLOW PREVENTION DEVICE BJ BETWEEN JOISTS BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE BTUH BRITISH THERMAL UNITS PER HOUR CA COMPRESSED AIR CBS COUNTER BALANCED SHUTTER CC COOLING COIL CF CEILING / CIRCULATING FAN CFM CUBIC FEET PER MINUTE CH CHILLER CHP CHILLED WATER PUMP CHR CHILLED WATER RETURN CHS CHILLED WATER SUPPLY CNV CONVECTOR COND CONDENSATE CP CONDENSATE PUMP CRAC COMPUTER ROOM AIR CONDITIONER CTTOWER COOLING CU CONDENSING UNIT CUH CABINET UNIT HEATER CV CONTROL VALVE EXHAUST FAN SCHEDULE MARK MANUFACTURER MODEL TYPE DRIVE SERVICE CFM TSP (IN. W.C.) SONES DAMPER ROOF OPENING ELECTRICAL DATA REMARKS L (IN.) W (IN.) HP/ WATTS V/PH WT. (LBS.) EF-10 COOK ACE-D 90C15DH DOWNBLAST DIRECT RESTROOMS 200 0.3 4.5 BD-12 13.5 13.5 1/8 115/1 42 1-3 NOTES: 1. PROVIDE FAN SPEED CONTROLLER. 2. PROVIDE DISCONNECT AT EXHAUST FAN. 3. FAN TO OPERATE CONTINUALLY. AIR DEVICE SCHEDULE MARK MANUFACTURER MODEL SERVICE STYLE MAX. N.C. MAX. AIR P.D. (IN. W.C.) MODULE SIZE FRAME FINISH MATERIAL REMARKS S1 PRICE SDC SUPPLY CONE 25 0.022 12x12 LAY-IN WHITE ALUMINUM 1 E1 PRICE 80 EXHAUST EGGCRATE 25 0.013 12x12 LAY-IN WHITE ALUMINUM NOTES: 1. PROVIDE BALANCE DAMPER. WATER ROOM 3 TOILET 4 TOILET 5 WAITING 6 8x8 E1 100 8x8 E1 100 8x8 EF 10 2 8"ø 6"ø S1 75 6"ø S1 75 6"ø S 50 PLUMBING PIPING MATERIAL SCHEDULE SYSTEM TYPE MATERIAL SELECTION DOM. CW ABOVE GRADE ASTM B88 (ASTM B88M), TYPE L COPPER OR PEX PIPING (ASTM F876 OR ASTM F877; 160 PSIG AT 73 DEGREES F) FOR ONE INCH PIPING AND SMALLER. DOM. HW ABOVE GRADE ASTM B88 (ASTM B88M), TYPE L COPPER OR PEX PIPING (ASTM F876 OR ASTM F877; 160 PSIG AT 73 DEGREES F) FOR ONE INCH PIPING AND SMALLER. DOM. HWC ABOVE GRADE ASTM B88 (ASTM B88M), TYPE L COPPER OR PEX PIPING (ASTM F876 OR ASTM F877; 160 PSIG AT 73 DEGREES F) FOR ONE INCH PIPING AND SMALLER. SANITARY BELOW GRADE PIPING , WITHIN 5 FEET OF BUILDING CAST IRON, CISPI 301 HUBLESS OR HUB AND SPIGOT PIPING; OR ASTM D2665 SCHEDULE 40 PVC SANITARY ABOVE GRADE PIPING TO FIXTURES CAST IRON, CISPI 301 HUBLESS OR HUB AND SPIGOT PIPING; OR ASTM D2665 SCHEDULE 40 PVC SANITARY VENT PIPING CAST IRON, CISPI 301 HUBLESS OR HUB AND SPIGOT PIPING; OR ASTM D2665 SCHEDULE 40 PVC NOTES: PLASTIC PIPING (PVC, CPVC, PEX, ETC.) IS NOT ALLOWED IN RETURN AIR PLENUMS UNLESS THE PIPING IS ASTM E84 (25/50) RATED AND APPROVED BY ENGINEER FOR USE IN EACH INSTANCE. SUBMIT ALL PIPING TO BE USED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PURCHASE. PROVIDE ALL DOMESTIC SOLDER COPPER SYSTEMS WITH ASME B16.18 OR ASME B16.22 PIPE FITTINGS, SOLDER AND FLUX (IF USED) THAT COMPLY WITH NSF 61 AND NSF 372 FOR MAXIMUM LEAD CONTENT FOR COPPER PIPING INSTALLATIONS. PROVIDE ALL MECHANICAL PRESSED SEALED DOMESTIC COPPER PIPING WITH DOUBLE PRESSED TYPE, NSF 61/NSF 372 APPROVED FITTINGS UTILIZING EDPM, NON-TOXIC RUBBER SEALING ELEMENTS WITH FOOD GRADE RATED LUBRICANTS. FOR DOMESTIC PEX PIPING INSTALLATIONS, PROVIDE WITH BRASS AND COPPER FITTINGS OR BRASS AND ENGINEERED POLYMER (EP) FITTINGS THAT COMPLY WITH ASTM F1960 AND ASTM F1960, OR COLD EXPANSION FITTINGS THAT CONFORM WITH ASTM F1960. PROVIDE ALL HUBLESS CAST IRON PIPING WITH CAST IRON FITTINGS AND EACH JOINT WITH CISPI 310, HEAVY DUTY, STAINLESS STEEL CLAMP AND SHIELD ASSEMBLY WITH NEOPRENE GASKETS. PROVIDE ALL HUB AND SPIGOT CAST IRON PIPING WITH ASTM C564, COMPRESSION TYPE, NEOPRENE GASKETS. PROVIDE ASTM D2564 SOLVENT FOR ANY PVC DRAIN PIPING. FOR ALL PIPING, PROVIDE BRACING IN ACCORDANCE WITH MSS SP 58 ATTACHED TO STRUCTURE OR TRAPEZE HANGERS. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. PROVIDE DIELECTRIC INSULATORS FOR ANY DISSIMILAR METAL CONTACT BETWEEN PIPING, AND PIPING-AND-HANGERS IN ALL INSTANCES. PROVIDE CLEARANCE FROM HANGERS, FROM STRUCTURE, AND OTHER EQUIPMENT FOR INSTALLATION OF THE INSULATION AND TO PROVIDE ACCESS TO VALVES, FITTINGS AND OTHER APPURTENANCES. PROVIDE PEX PIPING WITH MANUFACTURER APPROVED, PREFABRICATED HANGERS AND SUPPORTS TO ALLOW FOR PIPING SUPPORTS AND CONFIGUREATIONS SAME/SIMILAR TO COPPER PIPING SUPPORT REQUIREMENTS OF A SIMILAR SIZE. FOR ALL BELOW GRADE METALLIC PIPING, LAP AND DOUBLE WRAP BELOW GRADE PIPING AND PIPING THROUGH GRADE PENETRATIONS CONTINUOUSLY TO APPROXIMATELY THREE INCHES ABOVE GRADE WITH PROTECTIVE TAPE AND/OR PLASTIC WRAPPING TO PREVENT DAMAGE AND CORROSION. COORDINATE EXACT REQUIREMENTS WITH LOCAL AHJ PRIOR TO INSTALLATION. IN ALL CASES REFER TO PLUMBING SPECIFICATIONS. COMMON REQUIREMENTS GENERAL NOTES A. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION AND WATER ROOM TOILET 3 4 TOILET 5 WAITING 6 3/4"HW 1/2"HWC 1 1/2"CW 1 1/2"CW 1/2"HWC 3/4"HW 3/4"CW 1"CW 1"CW 3/4"HW 3/4"CW 3/4"HW 1/2"HWC 1 4 7 6 6 7 1 2 3 9 3/4"HW 1/2"HWC 1 1/2"CW 4"FCO 4"W 4"FCOW 4" 4"W 1 1/2"CW 1/2"HWC 3/4"HW 3/4"CW 2"V (E) VENT PIPING SHOWN HERE IS BELOW SLAB BEFORE RISING IN WALL TO OVERHEAD. TO 3"VTR FROM (E) WATER ENTRY 3 5 4 4 SAW CUT IN THIS WORK AREA AS REQUIRED FOR NEW FIXTURE INSTALLATIONS. WATER ROOM 3 TOILET 4 TOILET 5 WAITING 6 4"FCO March 2, 2016 Dust Prevention and Control Manual EXHIBIT G Page i CONTENTS 1.0 Introduction 1 1.1 Title 1 1.2 Purpose of Manual 1 1.3 Applicability 1 1.4 Definitions 2 2.0 Fugitive Dust and the Problems it Causes 5 2.1 What is Fugitive Dust, Generally? 5 2.2 Why is the City Addressing Fugitive Dust? 5 2.3 Health and Environmental Effects 6 2.4 Nuisance and Aesthetics 6 2.5 Safety Hazard and Visibility 6 3.0 Best Management Practices 7 3.1 Earthmoving Activities 8 3.2 Demolition and Renovation 10 3.3 Stockpiles 12 3.4 Street Sweeping 14 3.5 Track-out / Carry-out 15 3.6 Bulk Materials Transport 16 3.7 Unpaved Roads and Haul Roads 18 3.8 Parking Lots 20 3.9 Open Areas and Vacant Lots 22 3.10 Saw Cutting and Grinding 24 3.11 Abrasive Blasting 26 3.12 Mechanical Blowing 28 4.0 Dust Control Plan for Land Development Greater Than Five Acres 30 5.0 Resources 34 5.1 Cross Reference to Codes, Standards, Regulations, and Policies 34 5.2 City of Fort Collins Manuals and Policies 37 5.3 References for Dust Control 37 Page 1 1.0 Introduction 1.1 Title The contents of this document shall be known as the Dust Prevention and Control Manual (“the Manual”). 1.2 Purpose of Manual The purpose of the Manual is to establish minimum requirements consistent with nationally recognized best management practices for controlling fugitive dust emissions and to describe applicable best management practices to prevent, minimize, and mitigate off-property transport or off-vehicle transport of fugitive dust emissions for specific dust generating activities and sources. 1.3 Applicability This Manual applies to any person who conducts, or is an owner or operator of, a dust generating activity or source, as described in this Manual, within the City of Fort Collins. Page 2 1.4 Definitions Abrasive blasting shall mean a process to smooth rough surfaces; roughen smooth surfaces; and remove paint, dirt, grease, and other coatings from surfaces. Abrasive blasting media may consist of sand; glass, plastic or metal beads; aluminum oxide; corn cobs; or other materials. Additional best management practice shall mean using at least one additional measure if the required best management practices are ineffective at preventing off-property transport of particulate matter. Additional requirements shall mean when applicable, any measure that is required, e.g., a dust control plan when project sites are over 5 acres in size. Best management practice shall mean any action or process that is used to prevent or mitigate the emission of fugitive dust into the air. Bulk materials transport shall mean the carrying, moving, or conveying of loose materials including, but not limited to, earth, rock, silt, sediment, sand, gravel, soil, fill, aggregate, dirt, mud, construction or demolition debris, and other organic or inorganic material containing particulate matter onto a public road or right-of-way in an unenclosed trailer, truck bed, bin, or other container. Chemical stabilization shall mean the application of chemicals used to bind soil particles or increase soil moisture content, including, but not limited to, dust suppressants, palliatives, tackifiers, surfactants, and soil stabilizers. Asphalt-based products or any product containing cationic polyacrylamide or products deemed environmentally incompatible with Code §26-498, or defined as a pollutant per Code §26-491, or explicitly prohibited by the U.S. Environmental Protection Agency or the state of Colorado may not be used for chemical stabilization. Water soluble plant- based oils or gums, clay additives, or other synthetic polymer emulsion that are non-toxic, non-combustible, and harmless to fish, wildlife, plants, pets, and humans may be used for chemical stabilization. Code shall mean the Fort Collins City Code, as amended from time to time. Dust control measure shall mean any action or process that is used to prevent or mitigate the emission of fugitive dust into the air, including but not limited to the best management practices identified in this Manual. Dust generating activity or source shall mean a process, operation, action, or land use that creates emissions of fugitive dust or causes Page 3 Local wind speed shall mean the current or forecasted wind speed for the Fort Collins area as measured at the surface weather observation station KFNL located at the Fort Collins Loveland Municipal Airport or at Colorado State University’s Fort Collins or Christman Field weather stations or as measured onsite with a portable or hand-held anemometer. The City will use anemometers whenever practicable. Maximum speed limit shall mean the speed limit on public rights-of-way adopted by the City pursuant to Fort Collins Traffic Code adopted pursuant to City Code Section 28-16 For private roadways, a speed limit shall be established as appropriate to minimize off-site transportation of. Mechanical blower shall mean any portable machine powered with an internal combustion or electric-powered engine used to blow leaves, clippings, dirt or other debris off sidewalks, driveways, lawns, medians, and other surfaces including, but not limited to, hand-held, back- pack and walk-behind units, as well as blower- vacuum units. Off-property transport shall mean the visible emission of fugitive dust beyond the property line of the property on which the emission originates or the project boundary when the emission originates in the public right-of-way or on public property. Off-vehicle transport shall mean the visible emission of fugitive dust from a vehicle that is transporting dust generating materials on a public road or right-of-way. On-tool local exhaust ventilation shall mean a vacuum dust collection system attached to a construction tool that includes a dust collector (hood or shroud), tubing, vacuum, and a high efficiency particulate air (HEPA) filter. On-tool wet dust suppression shall mean the operation of nozzles or sprayers attached to a construction tool that continuously apply water or other liquid to the grinding or cutting area by a pressurized container or other water source. Open area shall mean any area of undeveloped land greater than one-half acre that contains less than 70 percent vegetation. This includes undeveloped lots, vacant or idle lots, natural areas, parks, or other non-agricultural areas. Recreational and multi-use trails maintained by the City are not included as an open area. Operator or owner shall mean any person who has control over a dust generating source either by operating, supervising, controlling, or maintaining ownership of the activity or source including, but not limited to, a contractor, lessee, or other responsible party of an activity, operation, or land use that is a dust generating Page 4 Stockpile shall mean any accumulation of bulk materials that contain particulate matter being stored for future use or disposal. This includes backfill materials and storage piles for soil, sand, dirt, mulch, aggregate, straw, chaff, or other materials that produce dust. Storm drainage facility shall mean those improvements designed, constructed or used to convey or control stormwater runoff and to remove pollutants from stormwater runoff after precipitation. Surface roughening shall mean to modify the soil surface to resist wind action and reduce dust emissions from wind erosion by creating grooves, depressions, ridges or furrows perpendicular to the predominant wind direction using tilling, ripping, discing, or other method. Synthetic or natural cover shall mean the installation of a temporary cover material on top of disturbed soil surfaces or stockpiles, such as tarps, plastic sheeting, netting, mulch, wood chips, gravel or other materials capable of preventing wind erosion. Track-out shall mean the carrying of mud, dirt, soil, or debris on vehicle wheels, sides, or undercarriages from a private, commercial, or industrial site onto a public road or right-of- way. Vegetation shall mean the planting or seeding of appropriate grasses, plants, bushes, or trees to hold soil or to create a wind break. All seeded areas must be mulched, and the mulch should be adequately crimped and or tackified. If hydro-seeding is conducted, mulching must be conducted as a separate, second operation. All planted areas must be mulched within twenty- four (24) hours after planting. Wet suppression shall mean the application of water by spraying, sprinkling, or misting to maintain optimal moisture content or to form a crust in dust generating materials and applied at a rate that prevents runoff from entering any public right-of-way, storm drainage facility or watercourse. Wind barrier shall mean an obstruction at least five feet high erected to assist in preventing the blowing of fugitive dust, comprised of a solid board fence, chain link and fabric fence, vertical wooden slats, hay bales, earth berm, bushes, trees, or other materials installed perpendicular to the predominant wind direction or upwind of an adjacent residential, commercial, industrial, or sensitive area that would be negatively impacted by fugitive dust. Page 5 2.0 Fugitive Dust and the Problems it Causes 2.1 What is Fugitive Dust, Generally? Dust, also known as particulate matter, is made up of solid particles in the air that consist primarily of dirt and soil but can also contain ash, soot, salts, pollen, heavy metals, asbestos, pesticides, and other materials. “Fugitive” dust means particulate matter that has become airborne by wind or human activities and has not been emitted from a stack, chimney, or vent. The Colorado Department of Public Health and Environment (CDPHE) estimates that more than 4,300 tons of particulate matter are emitted into the air in Larimer County annually. The primary sources of this particulate matter include construction activities, paved and unpaved roads, and agricultural operations. The quantity of dust emitted from a particular activity or area and the materials in it can depend on the soil type (sand, clay, silt), moisture content (dry or damp), local wind speed, and the current or past uses of the site (industrial, farming, construction). 2.2 Why is the City Addressing Fugitive Dust? Colorado state air regulations and Larimer County air quality standards generally require owners and operators of dust generating activities or sources to use all available and practical methods that are technologically feasible and economically reasonable in order to prevent fugitive dust emissions. However, state regulations and permitting requirements typically apply to larger stationary sources rather than to activities that generate dust. Larimer County fugitive dust standards apply only to land development. Although state and county requirements apply to many construction activities, they do not address many sources of dust emissions. Fort Collins is experiencing rapid growth and development that has contributed to local man-made dust emissions. Page 6 2.3 Health and Environmental Effects Dust particles are very small and can be easily inhaled. They can enter the respiratory system and increase susceptibility to respiratory infections, and aggravate cardio-pulmonary disease. Even short-term exposure to dust can cause wheezing, asthma attacks and allergic reactions, and may cause increases in hospital admissions and emergency department visits for heart and lung related diseases. Fugitive dust emissions can cause significant environmental impacts as well as health effects. When dust from wind erosion or human activity deposits out of the air, it may impact vegetation, adversely affect nearby soils and waterways, and cause damage to cultural resources. Wind erosion can result in the loss of valuable top soil, reduce crop yields, and stunt plant growth. According to the Environmental Protection Agency (EPA), studies have linked particulate matter exposure to health problems and environmental impacts such as: •Health Impacts: o Irritation of the airways, coughing, and difficulty breathing o Reduced lung function and lung cancer o Aggravated asthma and chronic bronchitis o Irregular heartbeat and increases in heart attacks •Environmental Impacts: o Haze and reduced visibility o Reduced levels of nutrients in soil 2.4 Nuisance and Aesthetics Dust, dirt and debris that become airborne eventually settle back down to the surface. How far it travels and where it gets deposited depends on the size and type of the particles as well as wind speed and direction. When this material settles, it can be deposited on homes, cars, lawns, pools and ponds, and other property. The small particles can get trapped in machinery and electronics causing abrasion, corrosion, and malfunctions. The deposited dust can damage painted surfaces, clog filtration systems, stain materials and cause other expensive clean-up projects. 2.5 Safety Hazard and Visibility Blowing dust can be a safety hazard at construction sites and on roads and highways. Dust can obstruct visibility and can cause accidents between vehicles and bikes, pedestrians, or site workers. Dust plumes can also decrease visibility across a natural area or scenic vistas. The “brown cloud”, often visible along the Front Range during the winter months, and the brilliant red sunsets that occur are often caused by particulate matter and other pollutants in the air. Page 7 3.0 Best Management Practices This Manual describes established best management practices for controlling dust emissions that are practical and used in common practice to prevent or mitigate impacts to air quality from dust generating activities and sources occurring within Fort Collins. The objective of the dust control measures included in this Manual are to reduce dust emissions from human activities and to prevent those emissions from impacting others and are based on the following principles: Prevent – avoid creating dust emissions through good project planning and modifying or replacing dust generating activities. Minimize – reduce dust emissions with methods that capture, collect, or contain emissions. Mitigate – when preventing fugitive dust or minimizing the impacts are not feasible, the Manual provides specific measures to mitigate dust. More specifically, the Manual establishes the following procedures for each dust generating activity outlined in this Chapter: 1. Required Best Management Practices – this section includes the specific measures that are required to be implemented if the dust generating activity is occurring. For example, high wind restrictions (temporarily halting work when wind speeds exceed 30 mph) are required best management practices for earthmoving, demolition/renovation, saw cutting or grind, abrasive blasting, and leaf blowing. 2. Additional Best Management Practices – this section includes additional measures if the required best management practices are ineffective at preventing off-property transport of particulate matter. At least one of the additional best management practices outlined in the Manual must be implemented on the site to be in compliance with the Manual. 3. Additional Requirements – When applicable, additional measures are also required, e.g., a dust control plan when project sites are over 5 acres in size. Page 8 3.1 Earthmoving Activities Above: This figure illustrates earthmoving, which is an activity that can generate dust. Dust emissions from earthmoving activities depend on the type and extent of activity being conducted, the amount of exposed surface area, wind conditions, and soil type and moisture content, including: • Site preparation (clearing, grubbing, scraping) • Road construction • Grading and overlot grading • Excavating, trenching, backfilling and compacting • Loading and unloading dirt, soil, gravel, or other earth materials • Dumping of dirt, soil, gravel, or other earth materials into trucks, piles, or receptacles • Screening of dirt, soil, gravel, or other earth materials Best Management Practices to Control Dust (a) Required Best Management Practices: Any person, owner, or operator who conducts earthmoving that is a dust generating activity or source shall implement the following best management practices to prevent off-property transport of fugitive dust emissions: (i) Minimize disturbed area: plan the project or activity so that the minimum amount of disturbed soil or surface area is exposed to wind or vehicle traffic at any one time. (ii) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to reduce speeds to a rate to mitigate off-property transport of dust entrained by vehicles. (iii) Minimize drop height: Drivers and operators shall unload truck beds and loader or excavator buckets slowly, and minimize drop height of materials to the lowest height possible, including screening operations. (iv) High winds restriction: temporarily halt work activities during high wind events greater than 30 mph if operations would result in off-property transport. (v) Restrict access: restrict access to the work area to only authorized vehicles and personnel. Page 9 (b) Additional Best Management Practices: In the event 3.1(a)(i)-(v) are ineffective to prevent off- property transport, the person, owner, or operator shall use at least one of the following best management practices: (i) Wet suppression: apply water to disturbed soil surfaces, backfill materials, screenings, and other dust generating operations as necessary and appropriate considering current weather conditions, and prevent water used for dust control from entering any public right-of-way, stormwater drainage facility, or watercourse. (ii) Wind barrier: construct a fence or other type of wind barrier to prevent wind erosion of top soils. (iii) Vegetation: plant vegetation appropriate for retaining soils or creating a wind break. (iv) Surface roughening: stabilize an active construction area during periods of inactivity or when vegetation cannot be immediately established. (v) Synthetic or natural cover: install cover materials during periods of inactivity and properly anchor the cover. (vi) Soil retention: stabilize disturbed or exposed soil surface areas that will be inactive for more than 30 days or while vegetation is being established. (vii) Chemical stabilization: apply chemical stabilizers using manufacturer’s recommended application rates. Avoid over-application and prevent runoff of chemical stabilizers into any public right-of-way, storm drainage facility, or watercourse. Asphalt-based products or any product containing cationic polyacrylamide or products deemed environmentally incompatible with Code §26-498, or defined as a pollutant per Code §26-491, or explicitly prohibited by the U.S. Environmental Protection Agency or the state of Colorado may not be used for chemical stabilization. Water soluble plant-based oils or gums, clay additives, or other synthetic polymer emulsion that are non-toxic, non-combustible, and harmless to fish, wildlife, plants, pets, and humans may be used for chemical stabilization. (c) Additional requirements: Any person, owner, or operator who conducts earthmoving that is a dust generating activity or source at a construction site or land development project with a total disturbed surface area equal to or greater than five (5) acres also shall implement the following measures: (i) Dust Control Plan: submit a plan that describes all potential sources of fugitive dust and methods that will be employed to control dust emissions with the development construction permit application or development review application (see Chapter 4 of this Manual). A copy of the Dust Control Plan must be onsite at all times and one copy must be provided to all contractors and operators engaged in dust generating activities at the site. (ii) Construction sequencing: include sequencing or phasing in the project plan to minimize the amount of disturbed area at any one time. Sites with greater than 25 acres of disturbed surface exposed at any one time may be asked to provide additional justification, revise the sequencing plan, or include additional best management practices. Page 10 3.2 Demolition and Renovation Above: This photo illustrates restricting access (a mandatory measure) and a wind barrier (an engineering control) for demolition and renovation activities. Dust generated from demolition activities may contain significant levels of silica, lead, asbestos, and particulate matter. Inhalation of silica and asbestos is known to cause lung cancer, and exposure to even small quantities of lead dust can result in harm to children and the unborn. In addition to complying with the dust control measures below, any person engaged in demolition or renovation projects must comply with applicable state and federal regulations for asbestos and lead containing materials and notification and inspection requirements under the State of Colorado Air Quality Control Commission's Regulation No. 8, Part B Control of Hazardous Air pollutants. Best Management Practices to Control Dust (a) Required Best Management Practices: Any person, owner, or operator who conducts demolition or renovation that is a dust generating activity or source shall implement the following best management practices to prevent off-property transport of fugitive dust emissions: (i) Asbestos and lead containing materials: demolition and renovation activities that involve asbestos or lead containing materials must be conducted in accordance with Code Chapter 5 Sec. 5-27 (59) §3602.1.1; (ii) Restrict access: restrict access to the demolition area to only authorized vehicles and personnel; (iii) High winds restriction: temporarily halt work activities during high wind events greater than 30 mph if operations would result in off-property transport; and (iv) Minimize drop height: Drivers and operators shall unload truck beds and loader or excavator buckets slowly, and minimize drop height of materials to the lowest height possible, including screening operations. Page 11 (b) Additional Best Management Practices: In the event 3.2(a)(i)-(iv) are ineffective to prevent off- property transport, the person, owner, or operator shall use at least one of the following best management practices: (i) Wet suppression: apply water to demolished materials or pre-wet materials to be demolished as necessary. Prevent water used for dust control from entering any public right-of- way, storm drainage facility, or watercourse. (ii) Chemical stabilization: apply chemical stabilizers to demolished materials or materials to be demolished using manufacturer’s recommended application rates. Avoid over-application and prevent runoff of chemical stabilizers into any public right-of-way, storm drainage facility, or watercourse. Asphalt-based products or any product containing cationic polyacrylamide or products deemed environmentally incompatible with Code §26-498, or defined as a pollutant per Code §26-491, or explicitly prohibited by the U.S. Environmental Protection Agency or the state of Colorado may not be used for chemical stabilization. Water soluble plant-based oils or gums, clay additives, or other synthetic polymer emulsion that are non-toxic, non-combustible, and harmless to fish, wildlife, plants, pets, and humans may be used for chemical stabilization. (iii) Wind barrier: construct a fence or other type of wind barrier to prevent onsite dust generating materials from blowing offsite. (c) Additional requirements: (i) Building permit compliance: comply with all conditions and requirements under any building required pursuant to the Code and/or the Land Use Code. Above: This photo illustrates reducing drop height, a mandatory measure. Page 12 3.3 Stockpiles Above: This photo illustrates wet suppression, an engineering control for stockpiles. Stockpiles are used for both temporary and long-term storage of soil, fill dirt, sand, aggregate, woodchips, mulch, asphalt and other industrial feedstock, construction and landscaping materials. Fugitive dust can be emitted from stockpiles while working the active face of the pile or when wind blows across the pile. The quantity of emissions depends on pile height and exposure to wind, moisture content and particle size of the pile material, surface roughness of the pile, and frequency of pile disturbance. Best Management Practices to Control Dust (a) Required Best Management Practices: Any owner or operator of a stockpile that is a dust generating activity or source shall implement the following best management practices to prevent off property transport of fugitive dust emissions: (i) Minimize drop height: Drivers and operators shall unload truck beds and loader or excavator buckets slowly, and minimize drop height of materials to the lowest height possible, including screening operations. (b) Additional Best Management Practices: In the event 3.3(a)(i) is ineffective to prevent off-property transport, the person, owner, or operator shall use at least one of the following best management practices: (i) Wet suppression: Apply water to the active face when working the pile or to the entire pile during periods of inactivity. Prevent water used for dust control from entering any public right- of-way, storm drainage facility, or watercourse. (ii) Synthetic or natural cover: install cover materials during periods of inactivity and anchor the cover. Page 13 (iii) Surface roughening: stabilize a stockpile during periods of inactivity or when vegetation cannot be immediately established. (iv) Stockpile location: locate stockpile at a distance equal to ten times the pile height from property boundaries that abut residential areas. (v) Vegetation: seed and mulch any stockpile that will remain inactive for 30 days or more. (vi) Chemical stabilization: apply chemical stabilizers using manufacturer’s recommended application rates. Avoid over-application and prevent runoff of chemical stabilizers into any public right-of-way, storm drainage facility, or watercourse. Asphalt-based products or any product containing cationic polyacrylamide or products deemed environmentally incompatible with Code §26-498, or defined as a pollutant per Code §26-491, or explicitly prohibited by the U.S. Environmental Protection Agency or the state of Colorado may not be used for chemical stabilization. Water soluble plant-based oils or gums, clay additives, or other synthetic polymer emulsion that are non-toxic, non-combustible, and harmless to fish, wildlife, plants, pets, and humans may be used for chemical stabilization. (vii) Enclosure: construct a three-sided structure equal to or greater than the height of the pile to shelter the pile from the predominant winds. (c) Additional requirements: (i) Stockpile permit compliance: comply with all conditions and requirements under any stockpile permit required under the Code or the r Land Use Code. (ii) Erosion control plan compliance: implement and comply with all conditions and requirements in Section §26-500 “Fort Collins Storm Criteria”; specifically, Volume 3 Chapter 7 “Construction BMPs”. The criteria requirement may require the use of Erosion Control Materials, soil stockpile height limit of ten feet, watering, surface roughening, vegetation, silt fence and other control measures as contained in that chapter. Left: This picture illustrates one of the additional best management practices for stockpiles – to use a synthetic cover. Page 14 3.4 Street Sweeping Left: This figure illustrates the use of a wet suppression and vacuum system, an additional best management practice for street sweeping. Street sweeping is an effective method for removing dirt and debris from streets and preventing it from entering storm drains or becoming airborne. Regenerative air sweepers and mechanical sweepers with water spray can also be effective at removing particulate matter from hard surfaces. Best Management Practices to Control Dust (a) Required Best Management Practices: Any owner or operator that conducts sweeping operations or services on paved or concrete roads, parking lots, rights-of-way, pedestrian ways, plazas or other solid surfaces, and whose operations are a dust generating activity or source shall implement all of the following best management practices to prevent off-property transport of fugitive dust emissions: (i) Uncontrolled sweeping prohibited: the use of rotary brushes, power brooms, or other mechanical sweeping for the removal of dust, dirt, mud, or other debris from a paved public road, right-of-way, or parking lot without the use of water, vacuum system with filtration, or other equivalent dust control method is prohibited. Mechanical or manual sweeping that occurs between lifts of asphalt paving operations is excluded from this prohibition, due to engineering requirements associated with these operations. (b) Additional Best Management Practices: In the event 3.4(a)(i) is ineffective to prevent off-property transport, the person, owner, or operator shall use at least one of the following best management practices: (i) Wet suppression: use a light spray of water or wetting agent applied directly to work area or use equipment with water spray system while operating sweeper or power broom. Prevent water used for dust control from entering any storm drainage facility or watercourse. (ii) Vacuum system: use sweeper or power broom equipped with a vacuum collection and filtration system. (iii) Other method: use any other method to control dust emissions that has a demonstrated particulate matter control efficiency of 80 percent or more. Page 15 3.5 Track-out / Carry-out Above: This figure illustrates an installed grate (left) and a gravel bed (right), both of which are additional best management practices associated with track-out/carry-out. Mud, dirt, and other debris can be carried from a site on equipment’s wheels or undercarriage onto public roads. When this material dries, it can become airborne by wind activity or when other vehicles travel on it. This is a health concern and can cause visibility issues and safety hazards. Best Management Practices to Control Dust (a) Required Best Management Practices: Any owner or operator of any operation that has the potential to result in track-out of dirt, dust, or debris on public roads and rights-of-way and whose operation is a dust generating activity or source shall implement the following best management practices to prevent off-property transport of fugitive dust emissions: (i) Contracts and standards: comply with track-out prevention requirements and construction best management practices as set forth in the Code, City regulations, or policies and as specified in applicable contract documents or Fort Collins Stormwater Criteria Manual. (ii) Remove deposition: promptly remove any deposition that occurs on public roads or rights- of-way as a result of the owner’s or operator’s operations. Avoid over-watering and prevent runoff into any storm drainage facility or watercourse. (b) Additional Best Management Practices: In the event 3.5(a)(i)-(ii) are ineffective to prevent off- property transport, the person, owner, or operator shall use at least one of the following best management practices: (i) Install rails, pipes, grate, or similar track-out control device. (ii) Install a gravel bed track-out apron that extends at least 50 feet from the intersection with a public road or right-of-way. (iii) Install gravel bed track-out apron with steel cattle guard or concrete wash rack. (iv) Install and utilize on-site vehicle and equipment washing station. (v) Install a paved surface that extends at least 100 feet from the intersection with a public road or right-of-way. (vi) Manually remove mud, dirt, and debris from equipment and vehicle wheels, tires and undercarriage. Page 16 3.6 Bulk Materials Transport Above: This figure illustrates covered loads, a required best management practice for bulk materials transport. Haul trucks are used to move bulk materials, such as dirt, rock, demolition debris, or mulch to and from construction sites, material suppliers and storage yards. Dust emissions from haul trucks, if uncontrolled, can be a safety hazard by impairing visibility or by depositing debris on roads, pedestrians, bicyclists, or other vehicles. Best Management Practices to Control Dust (a) Required Best Management Practices: Any owner or operator of a dust generating activity or source for which vehicles used for transporting bulk materials to and from a site within the City on a public or private road or on a public right-of-way shall prevent off-vehicle transport of fugitive dust emissions. To prevent off-vehicle transport of fugitive dust to and from the site, the owner or operator shall implement the following measures : (i) Cover Loads: Loads shall be completely covered or all material enclosed in a manner that prevents the material from blowing, dropping, sifting, leaking, or otherwise escaping from the vehicle. This includes the covering of hot asphalt and asphalt patching material with a tarp or other impermeable material. (ii) Minimize drop height: Drivers and operators shall unload truck beds and loader or excavator buckets slowly, and minimize drop height of materials to the lowest height possible, including screening operations. (b) Additional Best Management Practices: In the event 3.6(a)(i)-(ii) are ineffective to prevent off- vehicle transport, the person, owner, or operator shall use at least one of the following best management practices: Page 17 (i) Wet suppression: apply water to bulk materials loaded for transport as necessary to prevent fugitive dust emissions and deposition of materials on roadways. Prevent water used for dust control from entering any public right-of-way, storm drainage facility, or watercourse. (ii) Chemical stabilization: apply chemical stabilizers using manufacturer’s recommended application rates. Avoid over-application and prevent runoff of chemical stabilizers into any public right-of-way, storm drainage facility, or watercourse. Asphalt-based products or any product containing cationic polyacrylamide or products deemed environmentally incompatible with Code §26-498, or defined as a pollutant per Code §26-491, or explicitly prohibited by the U.S. Environmental Protection Agency or the state of Colorado may not be used for chemical stabilization. Water soluble plant-based oils or gums, clay additives, or other synthetic polymer emulsion that are non-toxic, non-combustible, and harmless to fish, wildlife, plants, pets, and humans may be used for chemical stabilization. (iii) Other technology: use other equivalent technology that effectively eliminates off-vehicle transport, such as limiting the load size to provide at least three inches of freeboard to prevent spillage. Above: This figure illustrates minimizing drop heights, a required best management practice for bulk materials transport. Page 18 3.7 Unpaved Roads and Haul Roads Above: This figure illustrates surface improvements on an unpaved road, an additional best management practice. Road dust from unpaved roads is caused by particles lifted by and dropped from rolling wheels traveling on the road surface and from wind blowing across the road surface. Road dust can aggravate heart and lung conditions as well as cause safety issues such as decreased driver visibility and other safety hazards. Best Management Practices to Control Dust (a) Required Best Management Practices: Any owner or operator of an unpaved road located on a construction site greater than five acres on private property or an unpaved road used as a public right- of-way shall implement the following best management practices to prevent off-property transport of fugitive dust emissions: (i) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to reduce speeds to a rate that prevents off-property transport of dust entrained by vehicles. (ii) Restrict access: restrict travel on unpaved roads by limiting access to only authorized vehicle use. (b) Additional Best Management Practices: In the event 3.7(a)(i)-(ii) are ineffective to prevent off- property transport, the person, owner, or operator shall use at least one of the following best management practices: (i) Wet suppression: apply water to unpaved road surface as necessary and appropriate considering current weather conditions, and prevent water used for dust control from entering any public right-of-way, storm drainage facility, or watercourse. (ii) Surface improvements: install gravel or similar materials with sufficient depth to reduce dust or pave high traffic areas. Page 19 (iii) Chemical stabilization: apply chemical stabilizers appropriate for high traffic areas using manufacturer’s recommended application rates. Avoid over-application and prevent runoff of chemical stabilizers into any public right-of-way, storm drainage facility, or watercourse. Asphalt-based products or any product containing cationic polyacrylamide or products deemed environmentally incompatible with Code §26-498, or defined as a pollutant per Code §26-491, or explicitly prohibited by the U.S. Environmental Protection Agency or the state of Colorado may not be used for chemical stabilization. Water soluble plant-based oils or gums, clay additives, or other synthetic polymer emulsion that are non-toxic, non-combustible, and harmless to fish, wildlife, plants, pets, and humans may be used for chemical stabilization. (iv) Access road location: locate site access roads away from residential or other populated areas. Above: This figure illustrates wet suppression, an additional best management practice for unpaved or haul roads. Page 20 3.8 Parking Lots Above: This figure illustrates an unpaved parking lot in Fort Collins. This section applies to paved and unpaved areas where vehicles are parked or stored on a routine basis and includes parking areas for shopping, recreation, or events; automobile or vehicle storage yards; and animal staging areas. Best Management Practices to Control Dust- Unpaved Parking Lots (a) Required Best Management Practices: Any owners or operator of an unpaved parking lot greater than one-half acre shall use at least one of the following best management practices to prevent off- property transport of fugitive dust emissions (i) Surface improvements: install gravel or similar materials with sufficient depth to reduce dust or pave high traffic areas. (ii) Vegetation: plant vegetation appropriate for retaining soils or creating a wind break. (iii) Wet suppression: apply water as necessary and appropriate considering current weather conditions to prevent off-property transport of fugitive dust emissions. Prevent water used for dust control from entering any public right-of-way, storm drainage facility, or watercourse. (iv) Chemical stabilization: apply chemical stabilizers appropriate for high traffic areas using manufacturer’s recommended application rates. Avoid over-application and prevent runoff of chemical stabilizers into any public right-of-way, storm drainage facility, or watercourse. Asphalt-based products or any product containing cationic polyacrylamide or products deemed environmentally incompatible with Code §26-498, or defined as a pollutant per Code §26-491, or explicitly prohibited by the U.S. Environmental Protection Agency or the state of Colorado may not be used for chemical stabilization. Water soluble plant-based oils or gums, clay additives, or other synthetic polymer emulsion that are non-toxic, non-combustible, and harmless to fish, wildlife, plants, pets, and humans may be used for chemical stabilization. (v) Wind barrier: construct a fence or other type of wind barrier. (vi) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to reduce speeds to a rate that prevents off-property transport of dust entrained by vehicles. Page 21 (vii) Restrict access: restrict travel in parking lots to only those vehicles with essential duties and limit access to hours of operation or specific events. Best Management Practices to Control Dust- Paved Parking Lots (a) Required Best Management Practices: An owner or operator of a paved parking lot greater than one-half acre and shall use at least one of the following best management practices to prevent off- property transport of fugitive dust emissions. (i) Maintenance: repair potholes and cracks and maintain surface improvements. (ii) Mechanical sweeping: Sweep lot with a vacuum sweeper and light water spray as necessary to remove dirt and debris. Avoid overwatering and prevent runoff from entering any public right-of-way, storm drainage facility, or watercourse. (iii) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to reduce speeds to a rate that prevents off-property transport of dust entrained by vehicles. (iv) Restrict access: restrict travel in parking lots to only those vehicles with essential duties and limit access to hours of operation or specific events. Above: This photo represents improving the surface of a parking area, which is one measure to comply with the Manual. Page 22 3.9 Open Areas and Vacant Lots Above: These photos illustrate open areas in Fort Collins, which have the potential to generate dust. Open areas are typically not a significant source of wind-blown dust emissions if the coverage of vegetation is sufficient or soil crusts are intact. However, if soils in open areas are disturbed by vehicle traffic, off-highway vehicle use, bicycling or grazing, or if they have become overpopulated by prairie dogs, dust emissions can become a problem. Best Management Practices to Control Dust (a) Required Best Management Practices: Any owner or operator of an open area greater than one-half acre shall use at least one of the following best management practices to stabilize disturbed or exposed soil surface areas that are intended to or remain exposed for 30 days or more and to prevent off- property transport of fugitive dust emissions: (i) Vegetation: plant vegetation appropriate for retaining soils or creating a wind break. (ii) Synthetic or natural cover: install cover materials over exposed areas during periods of inactivity and properly anchor the cover. (iii) Surface roughening: stabilize an exposed area during periods of inactivity or when vegetation cannot be immediately established. (iv) Soil retention: stabilize disturbed or exposed soil surface areas that will be inactive for more than 30 days or while vegetation is being established, using mulch, compost, soil mats, or other methods. (v) Wet suppression: apply water to disturbed soil surfaces as necessary and appropriate considering current weather to prevent off-property transport of fugitive dust emissions. Prevent water used for dust control from entering any public right-of-way, storm drainage facility, or watercourse. (vi) Wind barrier: construct a fence or other type of wind barrier to prevent wind erosion of top soils. (vii) Chemical stabilization: apply chemical stabilizers using manufacturer’s recommended application rates. Avoid over-application and prevent runoff of chemical stabilizers into any public right-of-way, storm drainage facility, or watercourse. Asphalt-based products or any Page 23 product containing cationic polyacrylamide or products deemed environmentally incompatible with Code §26-498, or defined as a pollutant per Code §26-491, or explicitly prohibited by the U.S. Environmental Protection Agency or the state of Colorado may not be used for chemical stabilization. Water soluble plant-based oils or gums, clay additives, or other synthetic polymer emulsion that are non-toxic, non-combustible, and harmless to fish, wildlife, plants, pets, and humans may be used for chemical stabilization. Page 24 3.10 Saw Cutting and Grinding Above: This photo illustrates concrete cutting and how the activity can generate dust. Cutting and grinding of asphalt, concrete and other masonry materials can be a significant short-term source of fugitive dust that may expose workers and the public to crystalline silica. Inhalation of silica can cause lung disease known as silicosis and has been linked to other diseases such as tuberculosis and lung cancer. Using additional best management practices during cutting and grinding operations can significantly reduce dust emissions. Best Management Practices to Control Dust (a) Required Best Management Practices: Any person, owner, or operator that cuts or grinds asphalt, concrete, brick, tile, stone, or other masonry materials and whose operations are a dust generating activity or source shall use the following best management practices to prevent off-property transport of fugitive dust emissions: (i) Restrict access: prevent the public from entering the area where dust emissions occur. (ii) High winds restriction: temporarily halt work activities during high wind events greater than 30 mph if operations would result in off-property transport. (iii) Equipment and work area clean up: use wet wiping, wet sweeping, or vacuuming with HEPA filtration for equipment and work area clean up and do not cause dust to become airborne during clean up. (iv) Slurry clean up: prevent water used for dust control or clean up from entering any public right-of-way, storm drainage facility, or watercourse by using containment, vacuuming, absorption, or other method to remove the slurry, and dispose of slurry and containment materials properly. Follow additional procedures prescribed in the City’s Fort Collins Stormwater Criteria Manual or contract documents and specifications. (b) Additional Best Management Practices: In the event 3.10(a)(i)-(iv) are ineffective to prevent off- property transport, the person, owner, or operator shall use at least one of the following best management practices: Page 25 (i) On-tool local exhaust ventilation: use a tool-mounted dust capture and collection system. (ii) On-tool wet suppression: use a tool-mounted water application system. (iii) Vacuuming: use a vacuum equipped with a HEPA filter simultaneously with cutting or grinding operations. (iv) Wet suppression: use a water sprayer or hose simultaneously with cutting or grinding operations. (v) Enclosure: conduct cutting or grinding within an enclosure with a dust collection system or temporary tenting over the work area. Above: These photos illustrate how dust generated from cutting can be minimized by applying on-tool wet suppression, an additional best management practice associated with saw cutting and grinding. Page 26 3.11 Abrasive Blasting Above: This photo illustrates abrasive blasting without dust mitigation in place. Abrasive blasting is used to smooth rough surfaces; roughen smooth surfaces; and remove paint, dirt, grease, and other coatings from surfaces. Abrasive blasting media may consist of sand; glass, plastic or metal beads; aluminum oxide; corn cobs; or other materials. Abrasive blasting typically generates a significant amount of fugitive dust if not controlled. The material removed during abrasive blasting can become airborne and may contain silica, lead, cadmium or other byproducts removed from the surface being blasted.* Best Management Practices to Control Dust (a) Required Best Management Practices: Any person, owner, or operator who conducts outdoor abrasive blasting or indoor abrasive blasting with uncontrolled emissions vented to the outside and whose operations are a dust generating activity or source shall implement all of the following best management practices to prevent off-property transport of fugitive dust emissions: (i) Restrict access: prevent the public from entering the area where dust emissions occur. (ii) High winds restriction: temporarily halt work activities during high wind events greater than 30 mph if operations would result in off-property transport. (iii) Equipment and work area clean up: use wet wiping, wet sweeping, or vacuuming with HEPA filtration for equipment and work area clean up and do not cause dust to become airborne during clean up. (iv) Slurry clean up: prevent water used for dust control or clean up from entering any public right-of-way, storm drainage facility, or watercourse by using containment, vacuuming, absorption, or other method to remove the slurry, and dispose of slurry and containment materials properly. (b) Additional Best Management Practices: In the event 3.11(a)(i)-(iv) are ineffective to prevent off- property transport, the person, owner, or operator shall use at least one of the following best management practices: (i) Enclosure: conduct abrasive blasting within an enclosure with a dust collection system or temporary tenting over the work area. Page 27 (ii) Wet suppression blasting: use one of several available methods that mix water with the abrasive media or air during blasting operations. (iii) Vacuum blasting: conduct air-based blasting that uses a nozzle attachment with negative air pressure to capture dust. (iv) Abrasive media: select less toxic, lower dust-generating blasting media. * Blasting on surfaces that contain lead paint or wastes from sand blasting that contain hazardous materials may be subject to additional state and federal requirements. Above: This photo illustrates wet suppression blasting, an additional best management practice. Page 28 3.12 Mechanical Blowing Above: This photo illustrates mechanical blowing without dust mitigation in place. Mechanical blowers are commonly used to move dirt, sand, leaves, grass clippings and other landscaping debris to a central location for easier pick-up and removal. Mechanical blowing with a leaf blower can be a significant source of fugitive dust in some situations and can create nuisance conditions and cause health effects for sensitive individuals. Mechanical blowing can resuspend dust particles that contain allergens, pollens, and molds, as well as pesticides, fecal contaminants, and toxic metals causing allergic reactions, asthma attacks and exacerbating other respiratory illnesses. Best Management Practices to Control Dust (a) Required Best Management Practices: Any person, owner, or operator who operates a mechanical leaf blower (gas, electric, or battery-powered) in a manner that is a dust generating activity or source shall use at least one of the following best management practices as necessary to prevent off-property transport of fugitive dust emissions (i) Low speed: use the lowest speed appropriate for the task and equipment. (ii) Operation: use the full length of the blow tube and place the nozzle as close to the ground as possible. (iii) High winds restriction: temporarily halt work activities during high wind events greater than 30 mph if operations would result in off-property transport. (b) Additional Best Management Practices: In the event 3.11(a)(i)-(iii) are ineffective to prevent off- property transport, the person, owner, or operator shall use at least one of the following best management practices: (i) Alternative method: use an alternative such as a rake, broom, shovel, manually push sweeper or a vacuum machine equipped with a filtration system. (ii) Prevent impact: do not blow dust and debris off-property or in close proximity to people, animals, open windows, air intakes, or onto adjacent property, public right-of-way, storm drainage facility, or watercourse. Page 29 (iii) Minimize use on dirt: minimize the use of mechanical blower on unpaved surfaces, road shoulders, or loose dirt. (iv) Wet suppression: use a light spray of water, as necessary and appropriate considering current weather conditions, to dampen dusty work areas. Prevent water, dirt, and debris from entering any storm drainage facility, or watercourse. (v) Remove debris: remove and properly dispose of blown material immediately. Above: These photos illustrate alternative methods to mechanical blowing that can minimize dust generation. Page 30 4.0 Dust Control Plan for Land Development Greater Than Five Acres A dust control plan is required for all development projects or construction sites with a total disturbed surface area equal to or greater than five (5) acres. If the project is required to obtain a development construction permit, then the dust control plan shall be submitted with the development review application or the development construction permit application. A copy of the dust control plan shall be available onsite at all times for compliance and inspection purposes. For dust control plans associated with a Development Construction Permit (DCP), applications for the DCP are available online at www.fcgov.com/developmentreview/applications.php. The dust control plan may be submitted on the Dust Control Plan Form included in Chapter 4 of this Manual or other equivalent format and shall include the following information: • Project name and location. • Name and contact information of property owner. • Project start and completion dates. • Name and contact information of the developer, general contractor, and each contractor or operator that will be engaged in an earthmoving activity. • Total size of the development project or construction site in acres. • A description of the project phasing or sequencing of the project to minimize the amount of disturbed surface area at any one time during the project. • A list of each dust generating activity or source associated with the project. • A list of each best management practice and engineering control that will be implemented for each dust generating activity or source. • A list of additional best management practices that will be implemented if initial controls are ineffective. • A signed statement from the property owner, developer, general contractor, and each contractor or operator engaged in an earthmoving activity acknowledging receipt of the Dust Control Plan and an understanding of and ability to comply with the best management practices in the plan. Page 31 DUST CONTROL PLAN PROJECT INFORMATION Project Name Project Location Start and Completion Dates Total Size of Project Site (acres) Maximum disturbed surface area at any one time (acres) Property Owner name, address, phone, e-mail Developer name, address, phone, e-mail General Contractor name, address, phone, e-mail Subcontractor or Operator of a dust generating activity or source name, address, phone, e-mail Subcontractor or Operator of a dust generating activity or source name, address, phone, e-mail Subcontractor or Operator of a dust generating activity or source name, address, phone, e-mail PROJECT PHASING OR SEQUENCING Provide a description of how this project will be phased or sequenced to minimize the disturbed surface area. Attach phasing plan or map if available. Page 32 DUST CONTROL PLAN CERTIFICATION I certify the information and attachments contained in this Dust Control Plan are true and correct to the best of my knowledge and that I and the project's subcontractors have received a copy of this Dust Control Plan and acknowledge my understanding of and ability to comply with best management practices for controlling fugitive dust emissions. I hereby permit City officials to enter upon the property for the purpose of inspection of any dust generating activity or source for which I am the responsible person, owner, or operator. Name: ________________________________________________________________________________ Title: ___________________________________ Role on project: ________________________________ Address: ________________________________________________ Phone: __________________________ Signature: ___________________________________________________ Date: ____________________ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * List of Subcontractors: Title: ___________________________________ Role on project: ________________________________ Title: ____________________________________ Role on project: ________________________________ Title: ___________________________________ Role on project: ________________________________ Title: ____________________________________Role on project: ________________________________ Title: ____________________________________Role on project: ________________________________ Title: ___________________________________ Role on project: ________________________________ Title: ___________________________________ Role on project: ________________________________ Title: ___________________________________ Role on project: ________________________________ Page 33 Instructions: Place an X in each box indicating all best management practices that will be implemented for each dust generating activity. Please refer to the Dust Prevention and Control Manual for requirements. Dust Generating Activity  /Best Management Practice  Earthmoving Demolition/ Renovation Stockpile Street Sweeping Track-out /Carry- out Bulk Materials Transport Unpaved Roads and Haul Roads Parking Lot Open Area Saw Cutting or Grinding Abrasive Blasting Leaf Blowing . Abrasive media Asbestos or lead materials Building permit Chemical stabilization Construction sequencing Drop height Enclosure Equipment &work area clean up Erosion Control plan High winds restriction Load cover Leaf blowing techniques Location Minimize disturbed area On-tool local exhaust ventilation On-tool wet suppression Other method Reduce vehicle speeds Remove deposition Restrict access Slurry clean up Soil retention Stockpile permit Surface improvements Surface roughening Sweeping Synthetic or natural cover Track-out prevention system Uncontrolled sweeping prohibited Vacuum Vegetation Wet suppression Wind barrier Describe any additional dust generating activities and best management practices that will be used: Page 34 5.0 Resources 5.1 Cross Reference to Codes, Standards, Regulations, and Policies Earthmoving Activities Fort Collins Land Use Code Article 3 General Development Standards §3.2.2 Access, Circulation and Parking. Fort Collins Land Use Code Article 3 General Development Standards §3.4.1(N) Standards for Protection During Construction. Fort Collins Land Use Code Article 3 General Development Standards §3.4.2 Air Quality. Fort Collins City Code, Chapter 5 Buildings and Building Regulations, Section 5-27 (59) §3602.1.1 Building demolitions. Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 23 Public Property §23-16. Permit required; exception in case of emergency. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. Fort Collins Stormwater Criteria Manual, Volume 3, Chapter 7, Section 1.3 Policy, Standards and Submittal Requirements, §1.3.3.e.5. Fort Collins Stormwater Criteria Manual – Fact Sheet SM-1 Construction Phasing/Sequencing and Fact Sheet EC-1 Surface Roughening. Larimer County Land Use Code §8.11.4. Fugitive dust during construction. State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.b Construction Activities. OSHA Safety and Health Regulations for Construction 29 CFR Part 1926.55 Gases, vapors, fumes, dusts, and mists. Demolition and Renovation Fort Collins Land Use Code, Division 2.7 Building Permits §2.7.1 Fort Collins City Code, Chapter 5 Buildings and Building Regulations, Section 5-27 (59) §3602.1.1 Building demolitions. Page 35 Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. State of Colorado, Air Quality Control Commission, Regulation Number 8, Part B Control of Hazardous Air Pollutants, 5 CCR 1001-10. Stockpiles Fort Collins Land Use Code, Division 2.6 Stockpiling Permits and Development Construction Permits §2.6.2. Fort Collins Land Use Code §2.6.3 (K) Stockpiling Permit and Development Construction Permit Review Procedures. Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. Fort Collins Stormwater Criteria Manual Volume 3, Chapter 7, Section 1.3 Policy, Standards and Submittal Requirements, §1.3.3.e.7. Fort Collins Stormwater Criteria Manual - Fact Sheet MM-2 Stockpile Management. State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.c Storage and Handling of Materials. Street Sweeping Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. Fort Collins Stormwater Criteria Manual - Fact Sheet SM-7 Street Sweeping and Vacuuming. Track-out/Carry-out Fort Collins Traffic Code, Part 1407 Spilling loads on highways prohibited. Fort Collins Land Use Code §5.2.1 Definitions Maintenance (of a newly constructed street). Fort Collins City Code: Chapter 20 – Nuisances, Article V - Dirt, Debris and Construction Waste, §Sec. 20-62. Depositing on streets prohibited. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. Fort Collins Stormwater Criteria Manual, Volume 3, Chapter 7, Section 1.3 Policy, Standards and Submittal Requirements, §1.3.3.e.8. Page 36 Fort Collins Stormwater Criteria Manual – Fact Sheet SM-4 Vehicle Tracking Control. Fort Collins Stormwater Criteria Manual – Fact Sheet SM-7 Street Sweeping and Vacuuming. State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.a.(ii).(B) General Requirements. Bulk Materials Transport Fort Collins Traffic Code, Part 1407 Spilling loads on highways prohibited. Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.f Haul Trucks. Colorado Revised Statutes. 42-4-1407 Spilling loads on highways prohibited. Unpaved Roads and Haul Roads Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.a Roadways and §III.D.2.e Haul Roads. Parking Lots Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. Open Areas and Vacant Lots Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. Saw Cutting and Grinding Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. Fort Collins Stormwater Criteria Manual – Fact Sheet SM-12 Paving and Grinding Operations. Page 37 Colorado Department of Transportation Standard Specifications for Road and Bridge Construction, Section 208.04 Best Management Practices for Stormwater. Abrasive Blasting Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. Mechanical (Leaf) Blowing Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. 5.2 City of Fort Collins Manuals and Policies Fort Collins Stormwater Criteria Manual http://www.fcgov.com/utilities/business/builders-and- developers/development-forms-guidelines-regulations/stormwater-criteria City of Fort Collins Parks and Recreation Environmental Best Management Practices Manual 2011, Chapter Four: Best Management Practices for Construction http://www.fcgov.com/parks/pdf/bmp.pdf City of Fort Collins Building Design and Construction Standards, Oct. 2013 http://www.fcgov.com/opserv/pdf/building-design-standards2.pdf?1390850442 City of Fort Collins, Recommended Species and Application Rates of Perennial Native Upland Grass Seed for Fort Collins, Colorado. City of Fort Collins Plant List, April 2011. 5.3 References for Dust Control Leaf Blowing A Report to the California Legislature on the Potential Health and Environmental Impacts of Leaf Blowers, California Environmental Protection Agency – Air Resources Board, Feb. 2000. http://www.arb.ca.gov/msprog/mailouts/msc0005/msc0005.pdf Abrasive Blasting Sandblasting and Other Air-based Blasting Fact Sheet, Minnesota Pollution Control Agency, Dec. 2011. Protecting Workers from the Hazards of Abrasive Blasting Materials, OSHA Fact Sheet. California Air Resources Board, Abrasive Blasting Program. http://www.arb.ca.gov/ba/certabr/certabr.htm Page 38 Saw Cutting OSHA Fact Sheet on Crystalline Silica Exposure https://www.osha.gov/OshDoc/data_General_Facts/crystalline-factsheet.pdf State of New Jersey – Dry Cutting and Grinding Fact Sheet http://www.state.nj.us/health/surv/documents/dry_cutting.pdf Centers for Disease Control and Prevention - Engineering Controls for Silica in Construction http://www.cdc.gov/niosh/topics/silica/cutoffsaws.html Shepherd-S; Woskie-S, Controlling Dust from Concrete Saw Cutting. Journal of Occupational and Environmental Hygiene, 2013 Feb; 10(2):64-70. http://www.cdc.gov/niosh/nioshtic-2/20042808.html Akbar-Khanzadeh F, Milz SA, Wagner CD, Bisesi MS, Ames AL, Khuder S, Susi P, Akbar-Khanzadeh M, Effectiveness of dust control methods for crystalline silica and respirable suspended particulate matter exposure during manual concrete surface grinding. Journal of Occupational and Environmental Hygiene, 2010 Dec;7(12):700-11. http://www.ncbi.nlm.nih.gov/pubmed/21058155 HSE, On-Tool Controls to Reduce Exposure to Respirable Dusts in the Construction Industry – A Review. Health and Safety Executive, RR926, 2012, Derbyshire, U.K. http://www.hse.gov.uk/research/rrpdf/rr926.pdf Croteau G, Guffey S, Flanagan ME, Seixas N, The Effect of Local Exhaust Ventilation Controls on Dust Exposures During Concrete Cutting and Grinding Activities. American Industrial Hygiene Association Journal, 2002 63:458–467 http://deohs.washington.edu/sites/default/files/images/general/CroteauThesis.pdf Unpaved Roads, Parking Lots, and Open Areas Dust Control from Unpaved Roads and Surfaces, Code 373, USDA-NRCS, April 2010. http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs143_025946.pdf CPWA, 2005, Dust Control for Unpaved Roads, A Best Practice by the National Guide to Sustainable Municipal Infrastructure, Canadian Public Works Association. Colorado Forest Road Field Handbook, Colorado State Forest, Editor: Richard M. Edwards, CF; CSFS Assistant Staff Forester, July 2011. Fay L., Kociolek A., Road Dust Management and Future Needs: 2008 Conference Proceedings, Western Transportation Institute, March 2009. Chemical Stabilizers Interim Guidelines on Dust Palliative Use in Clark County, Nevada. Nevada Division of Environmental Protection, Feb. 2001. http://ndep.nv.gov/admin/dustpa1.pdf Bolander, Peter, ed. 1999. Dust Palliative Selection and Application Guide. Project Report. 9977-1207- SDTDC. San Dimas, CA: U.S. Department of Agriculture, Forest Service, San Dimas Technology and Development Center. http://www.fs.fed.us/eng/pubs/html/99771207/99771207.html Page 39 Techniques for Fugitive Dust Control – Chemical Suppressants, City of Albuquerque NM, website last accessed on Oct. 25, 2014. http://www.cabq.gov/airquality/business-programs-permits/ordinances/fugitive-dust/fugitive-dust- control USDA BioPreferred Catalog: Dust Suppressants http://www.biopreferred.gov/BioPreferred/faces/catalog/Catalog.xhtml USGS Columbia Environmental Research Center Project: Environmental Effects of Dust Suppressant Chemicals on Roadside Plant and Animal Communities, http://www.cerc.usgs.gov/Projects.aspx?ProjectId=77 Street Sweeping U.S. Department of Transportation, Federal Highway Administration, Stormwater Best Management Practices: Street Sweeper Fact Sheet. http://environment.fhwa.dot.gov/ecosystems/ultraurb/3fs16.asp Agriculture and Livestock Agricultural Air Quality Conservation Measures - Reference Guide for Cropping Systems and General Land Management, USDA-NRCS, Oct. 2012. http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb1049502.pdf Dust Control from Animal Activity on Open Lot Surfaces, Code 375, USDA-NRCS, Sept. 2010. http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs143_025821.pdf Residue and Tillage Management, Reduced Till, Code 345, USDA-NRCS, Dec. 2013. http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb1251402.pdf Herbaceous Wind Barriers, Code 603, USDA-NRCS, Jan. 2010. http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs143_025927.pdf Michalewicz, D. A., J. D. Wanjura, B. W. Shaw, and C. B. Parnell. 2005. Evaluation of sources and controls of fugitive dust from agricultural operations. In Proc. 2005 Beltwide Cotton Conference. http://caaqes.tamu.edu/Publication-Particulate%20Matter.html Harner J., Maghirang R., Razote E., Water Requirements for Dust Control on Feedlots, from the proceedings of Mitigating Air Emissions From Animal Feeding Operations Conference, May 2008. http://www.extension.org/pages/23966/water-requirements-for-dust-control-on-feedlots California Air Pollution Control Officers Association Agriculture Clearinghouse http://www.capcoa.org/ag-clearinghouse/ U.S. Department of Agriculture Natural Resources Conservation Service - Nevada, Fugitive Dust: A Guide to the Control of Windblown Dust on Agricultural Lands in Nevada. Jan. 2007. http://www.cdsn.org/images/FugitiveDustGuide_v7_201_.pdf Demolition and Renovation Page 40 CDPHE, Demolition and Asbestos Abatement forms and information https://www.colorado.gov/pacific/cdphe/asbestos-forms Earthmoving Activities CDPHE, An Overview of Colorado Air Regulations for Land Development, August 2014 https://www.colorado.gov/pacific/sites/default/files/AP_Land-Development-Guidance-Document_1.pdf Working With Dirt When the Wind Blows http://www.gradingandexcavation.com/GX/Articles/Working_With_Dirt_When_the_Wind_Blows_5455 .aspx EPA – Stormwater Best Management Practices: Dust Control http://water.epa.gov/polwaste/npdes/swbmp/Dust-Control.cfm EPA – Stormwater Best Management Practices: Wind Fences and Sand Fences http://water.epa.gov/polwaste/npdes/swbmp/Wind-Fences-and-Sand-Fences.cfm EPA – Stormwater Best Management Practices: Construction Sequencing http://water.epa.gov/polwaste/npdes/swbmp/Construction-Sequencing.cfm EPA – Stormwater Best Management Practices: Construction Entrances http://water.epa.gov/polwaste/npdes/swbmp/Construction-Entrances.cfm An Overview of Colorado Air Regulations for Land Development. Colorado Department of Public Health and Environment – Air Pollution Control Division. https://www.colorado.gov/pacific/sites/default/files/AP_Land-Development-Guidance-Document_1.pdf Health Effects of Particulate Matter U.S. Environmental Protection Agency, Integrated Science Assessment for Particulate Matter. EPA/600/R-08/139F Dec. 2009. http://cfpub.epa.gov/ncea/cfm/recordisplay.cfm?deid=216546#Download World Health Organization, Health Effects of Particulate Matter - Policy. 2013 http://www.euro.who.int/__data/assets/pdf_file/0006/189051/Health-effects-of-particulate-matter- final-Eng.pdf Preventing Silicosis in Construction Workers, NIOSH http://www.cdc.gov/niosh/docs/96-112/ General Dust Abatement Handbook, Maricopa County Air Quality Department, June 2013. http://www.maricopa.gov/aq/divisions/compliance/dust/docs/pdf/Rule%20310-Dust%20Handbook.pdf Fugitive Dust Control: Self Inspection Handbook, California Air Resources Board, 2007. http://www.arb.ca.gov/pm/fugitivedust_large.pdf WRAP Fugitive Dust Handbook, Western Governors’ Association. Sept. 2006. Page 41 Managing Fugitive Dust: A Guide for Compliance with the Air Regulatory Requirements for Particulate Matter Generation, Michigan Department of Environmental Quality. March 2014. Colorado Oil and Gas Conservation Commission, Rules and Regulations, Rule 805 Odors and Dust http://cogcc.state.co.us/ Rev 1/1/14 Community Development & Neighborhood Services 281 N. College Ave. Fort Collins, CO 80522; Voice: 970-221-6760 FAX: 970-224-6134 CONSTRUCTION WASTE MANAGEMENT PLAN and DOCUMENTATION Note: Environmental Services staff is able to assist with questions about getting a recycle program implemented, and will also provide education and site visits upon request (call Caroline Mitchell at (970) 221-6288). PROJECT INFORMATION Address_______________________________________________Date_____________________________ Permit No._____________________________________________________________________________ General Contractor & Contact Info: __________________________________________________________ ______________________________________________________________________________________ Material1 Vendor hauling the material2 Facility recycling the material3 Total volume or weight of material4 Concrete/Masonry Wood/Lumber Metals Cardboard Trash N/A Other (describe) Required Documentation4: Provide signed documentation from the hauling company that the volumes & weights listed above are accurate. If you hauled the materials yourself, attach tickets from locations receiving the recyclables. Documentation is required in order to receive final project approval from the City. I and my City-licensed hauler certify that the above materials from my construction site were recycled in the volume / weight described and were taken to the facilities described. ______________________________________________ ____________ Signature (Contractor or Owner) Date ______________________________________________ _____________ Signature (Licensed Hauler) Date 1 At minimum, the four listed materials must be recycled. 2 Enter vendor name and phone number. If the applicant will haul the material themselves, state such. 3 Where will applicant or vendor take the material for recycling? Enter facility name and address. 4 To be completed at the end of the project. Please re-submit this form at end of project withWKHVH sectionV completed. As of January 2012, the City of Fort Collins requires that the following materials be recycled at all new construction sites within city limits: wood, metals, cardboard, and aggregates (including concrete, asphalt, ceramics and brick). Project managers can either hire one full-service hauler to collect all trash and recyclables or may choose to haul materials themselves to a recycling specialist company. Resources for either option are listed below. Updated information is also posted at fcgov.com/recycling – look for “Who Recycles What” in the side menu, then click on the listings for “construction and demolition debris.” City of Fort Collins Environmental Services staff is available to provide communication materials for recycling at your job site or answer any questions you may have at 970-221-6288 or cmitchell@fcgov.com. CONSTRUCTION & DEMOLITION DEBRIS RECYCLING RESOURCES Full-Service Construction Waste Recycling Companies Benson’s RollOff, 6885 Lowell Blvd., Denver, 303-650-6312, bensonrolloff.com. Will collect trash and recyclables, including wood, metals, cardboard, and aggregates. Gallegos Sanitation, P.O. Box 1986, Fort Collins, 970-484-5556, gsiwaste.com. Will collect trash and recyclables, including wood, metals, cardboard, aggregates, yard waste, electronics, and food waste. Will help design comprehensive construction waste recycling program and haul all recyclables. Programs geared towards diverting maximum volume of construction waste. Heimbuck Disposal, P.O. Box 270310, Fort Collins, 970-472-1823, heimbuckdisposal.com. Will collect trash and recyclables, including wood, metals, cardboard, and aggregates. Home Builder Services, 3031 Hwy. 119, Longmont, 303-651-5700, cfshbs.com/dumpster/about-us.php. Will collect trash and recyclables, including wood, metals, cardboard, and aggregates. Mike’s Hauling, PO Box 7634, Loveland, 970-613-9642, mikeshaulingandcleanup.com. Will collect trash and recyclables, including wood, metals, cardboard, and aggregates. Waste-Not Recycling, 1065 Poplar St., Loveland, 970-669-9912 or 800-584-9912, waste-not.com. Will collect trash and recyclables, including wood, metals, cardboard, aggregates and more. Will help design comprehensive construction waste recycling program and haul all recyclables. Programs geared towards diverting maximum volume of construction waste. Waste Management of Northern Colorado, 40950 Weld County Rd. 25, Ault, 970-674-2500, wm.com. Will collect trash and recyclables, including wood, metals, cardboard, and aggregates. Asphalt, Bricks, Concrete (Aggregates) City of Fort Collins Streets Dept., 1380 Hoffman Mill Rd., Fort Collins, 970-482-1249, fcgov.com/streets/crushing.php. Receives dropped-off materials only. Accepts asphalt (clean, broken, or milled), brick, cement, cinder blocks, pit run (clean dirt and rock mix), rocks, etc. at no charge. Materials are ground up and used in road base. Page 1 of 2 Rev. 2/14 Cardboard City of Fort Collins Recycling Drop-off, 1702 Riverside Dr., Fort Collins, 970-221-6600, fcgov.com/recycling/dropoff.php. Receives dropped-off materials only. Accepts flattened cardboard, packing paper, office paper and shredded paper at no charge. Open seven days a week during daylight hours. Colorado Iron & Metal, 903 E. Buckingham St., Fort Collins, 970-482-7707, coloradoironmetal.com. Receives dropped- off materials and may collect materials as well. Accepts scrap metal and cardboard. Green Girl, P.O. Box 324, Jamestown, 303-442-7535. Will collect cardboard for recycling. Larimer County Landfill, 5887 S. Taft Hill Rd., Fort Collins, 970-498-5760, larimer.org/solidwaste. Receives dropped- off materials only. The recycling facility pays for large, clean loads of cardboard, and also offers drop-off recycling for smaller amounts of cardboard at no charge. Metals Note: scrap metals include a wide variety of materials, including appliances, pipes, iron, and structural steel. Metals accepted usually include lead, copper, brass, stainless steel, scrap steel, structural steel, steel pipes, and cast iron. Aragon Iron & Metal, 516 N. Highway 287, Fort Collins, 970-484-2577, aragonironandmetal.com. Receives dropped-off materials and may collect materials as well. Accepts scrap metal and batteries. May pay for some metals. Colorado Iron & Metal, 903 E. Buckingham St., Fort Collins, 970-482-7707, coloradoironmetal.com. Receives dropped- off materials and may collect materials as well. Accepts scrap metal and cardboard. May pay for some metals. RMB Recycling Center, 1475 N. College Ave., Fort Collins, 970-484-5384, rmbrecycling.com. Receives dropped-off materials and may collect materials as well. Accepts scrap metal, batteries, and wood pallets. May pay for some metals. Wood Note: wood waste includes scrap lumber, crates, shake shingles, saw dust, tree branches and other yard waste. A1 Organics, 16350 WCR 76, Eaton, 970-454-3492, a1organics.com. Receives dropped-off materials only. Accepts wood waste, yard waste and food waste. Fee charged per cubic yard of material. Hageman Earth Cycle, Inc, 3501 E Prospect Rd., Fort Collins, 970-221-7173, hagemanearthcycle.com. Receives dropped-off materials only. Accepts wood waste and yard waste. Fee charged per cubic yard of material. Uncle Benny’s Building Supplies, 1815 S. County Rd. 13C, Loveland, 970-593-1667. Receives dropped-off materials only. Accepts lumber, windows, doors, plumbing fixtures, countertops, cabinets etc. May pay for some materials. Salvageable Architectural Materials (optional under current ordinance) Habitat for Humanity, 4001 S. Taft Hill Rd., Fort Collins, 970-223-9909, habitatstore.org. Receives dropped-off materials only. Accepts donations of building materials (new and used), lighting fixtures, large appliances less than 10 years old, furniture, automobiles, etc. Please call before making your donation. All proceeds from home store sales go to building Habitat homes. National Center for Craftsmanship, 1414 Blue Spruce, Unit B, Fort Collins, 970-215-4587, nccraftsmanship.org. Complete or partial deconstruction of buildings for recycling, reuse, diversion up to 90% by weight. Program provides tax incentives / credits and LEED points for qualified owners & projects. Uncle Benny’s Building Supplies, 1815 S. County Rd. 13C, Loveland, 970-593-1667. Receives dropped-off materials only. Accepts lumber, windows, doors, plumbing fixtures, countertops, cabinets etc. May pay for some materials. Page 2 of 2 activity or source. Particulate matter shall mean any material that is emitted into the air as finely divided solid or liquid particles, other than uncombined water, and includes dust, smoke, soot, fumes, aerosols and mists. Required best management practices shall mean specific measures that are required to be implemented if a dust generating activity is occurring. Sensitive area shall mean a specific area that warrants special protection from adverse impacts due to the deposition of fugitive dust, such as natural areas (excluding buffer zones), sources of water supply, wetlands, critical wildlife habitat, or wild and scenic river corridors. Soil retention shall mean the stabilization of disturbed surface areas that will remain exposed and inactive for 30 days or more or while vegetation is being established using mulch, compost, soil mats, or other methods. off-property or off-vehicle transport. Dust generating activity or source shall include a paved parking lot containing an area of more than one half (1/2) acre. Earthmoving shall mean any process that involves land clearing, disturbing soil surfaces, or moving, loading, or handling of earth, dirt, soil, sand, aggregate, or similar materials. Fugitive dust shall mean solid particulate matter emitted into the air by mechanical processes or natural forces but is not emitted through a stack, chimney, or vent 4"W 4"FCOW 4" 4"W 4"W 2"V 2"V 2"V 1 1/2"V 2"V 1 1/2"W 4"W 1 1/2"W 5 4 3 8 8 2"V HOT WATER SUPPLY TYPICAL QUATER TURN STOP COLD WATER SUPPLY TW TYPICAL LAVATORY (SELF-RIMMING OR WALL HUNG) TMV (SEE SCHEDULE) SENSOR FAUCET DATE: DRAWN: REVIEWED: SHEET TITLE: SHEET NUMBER: PROJECT NO.: PROJECT: ISSUE: # DATE: DESCRIPTION: NOT FOR CONSTRUCTION DESIGNED: 4/7/2020 10:16:43 AM P1.1 DEMO AND NEW FLOORPLAN, NOTES, AND DETAILS BAJ CRF 0200100.04 Downtown Transit Center - Restroom Upgrades City of Fort Collins 250 N. Mason St, Fort Collins, CO 04.08.2020 JMB 90% CD I. ENSURE BUILDING SUPPLY PRESSURE IS SET NO HIGHER THAN 80 PSI MAX. H. ALL NEW WASTE PIPING SHOWN IS BELOW THE FLOOR OF THE INDICATED LEVEL. G. GROUP ALL DOMESTIC PIPING. PIPE LABELS ARE TO BE READ FROM LEFT TO RIGHT OR TOP TO BOTTOM. F. ALL WATER PIPING SHALL BE INSULATED PER THE IECC AND PVC-JACKETED. E. ALL VALVES SHOWN ARE TO BE LINE SIZED AND NORMALLY OPEN UNLESS OTHERWISE INDICATED ON THE DRAWINGS. D. ALL NEW DOMESTIC AND VENT PIPING SHALL BE MOUNTED AS HIGH AS POSSIBLE IN THE OVERHEAD SPACE. REFERENCE STRUCTURAL DRAWINGS. C. INSTALL ALL FIXTURES, APPURTENANCES, VALVES, AND EQUIPMENT AS PER THE MANUFACTURERS RECOMMENDATIONS. B. SUBMIT ALL PIPING, FITTINGS, HANGERS, FIXTURES AND ASSOCIATED APPURTENANCES TO BE USED FOR THIS PROJECT TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PURCHASE. A. REFER TO P0.1 FOR ADDITIONAL GENERAL NOTES. GENERAL NOTES 0 2 4 8 NORTH TRUE SCALE: 1/4" = 1'-0" 2 DOMESTIC PLUMBING PLAN KEYNOTES # 1 ROUTE HOT WATER PIPING DOWN IN WALL HERE TO BEHIND THE STOP VALVES THAT SERVE THE LAVATORIES. CONNECT HOT WATER CIRCULATION PIPING JUST DOWNSTREAM OF THIS POINT AND BACK UP IN WALL TO OVERHEAD AS SHOWN. 2 PROVIDE BALANCE VALVE FOR APPROXIMATELY 0.5 GPM AND 1 PSI OF PRESSURE DROP. EXISTING BUILDING HOT WATER CIRCULATION SYSTEM FOR A FULL FUNCTIONING HOT WATER SYSTEM FOR THE ENTIRE BUILDING. 3 TO/FROM CONFERENCE AND BREAKROOM. 4 TO/FROM RESTROOMS, WORK ROOM, AND JANITORS CLOSET. 5 TO 4" BUILDING DRAIN. I.E. AT BLDG EDGE ~4.0 FT BFF. 6 ADA COMPLIANT, ELONGATED, FLOOR MOUNTED, PRESSURE ASSISTED FLUSH TANK WATER CLOSET. MUST BE WATER SENSE CERTIFIED AND FLUSH ON 1.1 GPF. KOHLER: HIGHLINE CLASSIC COMFORT HEIGHT. (MODEL: K-3519-T) PROVIDE WITH OPEN FRONT SEAT, LESS COVER, WITH STAINLESS STEEL, SELF SUSTAINING CHECK HINGE.PROVIDE WITH SLOAN/FLUSHMATE INTELLI-FLUSH ON WALL SENSOR TYPE ADAPTER IN WHITE. (MODEL: K-100100) COORDINATE WITH SUPPLIER TO ENSURE ACCURATE ADAPTER IS SUPPLIED. PROVIDE PER MANUFACTURERS RECOMMENDATIONS AND COORDINATE MOUNTING HEIGHT TO MATCH SAME/SIMILAR TO EXISTING RESTROOM CONFIGURATIONS. 7 ADA COMPLIANT, WALL MOUNTED, WHITE VITREOUS CHINA LAVATORY WITH 20 INCH X 18 INCH BASIN. PROVIDE BASIN WITH 3 HOLE DRILLINGS ON 4 INCH CENTERS, 4 INCH BACK SPLASH, OVERFLOW, AND CONCEALED ARM SUPPORTS FOR IN WALL LAVATORY CARRIER. AMERICAN STANDARD: LUCERNE. PROVIDE WITH A SENSOR ACTIVATED, BATTERY POWERED, CHROME PLATED CONVENTIONAL SPOUT FAUCET WITH 0.5 GPM VANDAL RESISTANT AERATOR. DELTA: 591LF-LGHGMHDF PROVIDE TRIM WITH: MINIMUM 17-GAUGE 1-1/4 INCH OFFSET GRID STRAINER AND P-TRAP WITH INTEGRAL CLEANOUT; QUARTER TURN, CHROME PLATED SOLID BRASS ANGLE STOPS AND WITH FLEXIBLE CONNECTORS AND CHROME PLATED WALL ESCUTCHEONS; WITH ADA TRAP, STOP, AND SUPPLY PROTECTORS. PROVIDE WITH THERMOSTATIC MIXING VALVES OF LEAD FREE CONSTRUCTION FOR SINGLE FIXTURE APPLICATIONS ALLOWING DOWN TO 0.25 GPM AND SET OUTLET TO 105 DEG F MAX. WATTS: LFUSG-B. 8 2 INCH FLOOR DRAIN. PROVIDE WITH NICKEL-BRONZE FINISH AND HEEL-PROOF, ROUND GRATING. JAY R. SMITH: 2005. PROVIDE WITH INSERTED, ELASTOMERIC TRAP SEAL THAT IS ASSE 10702 COMPLIANT. 9 GROUP NEW RESTROOM(S) VALVES TOGETHER. FIELD COORDINATE EXACT PLACEMENTS FOR ACCESSIBLE LOCATION(S) FOR EASE OF MAINTENANCE. PROVIDE LABEL(S) WITH VALVING TO INDICATE AREA SERVED. SCALE: 1/4" = 1'-0" 1 PLUMBING DEMOLITION PLAN KEY PLAN SCALE: 1/4" = 1'-0" 3 DRAIN WASTE AND VENT PLAN D. EXISTING CONDITIONS ARE DRAWN TO MOST CURRENT INFORMATION AVAILABLE TO ENGINEER AND TO ILLUSTRATE DIAGRAMMATIC INTENT. FIELD VERIFY EXISTING PIPING CONDITIONS PRIOR TO START OF WORK. COORDINATE IN WRITING WITH ENGINEER OF ANY DEVIATIONS OBSERVED. C. ALL EXISTING DOMESTIC PIPING SHOWN IS IN THE OVERHEAD SPACE OF THE INDICATED LEVEL. B. ALL EXISTING WASTE PIPING SHOWN IS BELOW THE FLOOR OF THE INDICATED LEVEL. A. REFER TO P0.1 FOR ADDITIONAL GENERAL DEMOLITION NOTES. GENERAL DEMOLITION NOTES D. ALL FIRE PROTECTION RELATED EQUIPMENT AND PIPING WHICH IS REMOVED FROM THE BUILDING IS TO BE TAKEN OFFSITE AND DISPOSED OF LEGALLY. C. COORDINATE DEMOLITION OF FIRE PROTECTION PIPING WITH OTHER PIPING WHICH IS NOT TO BE REMOVED. PROTECT OTHER PIPING WHICH IS NOT TO BE REMOVED FROM DAMAGE, DIRT, AND DEBRIS. B. COORDINATE WITH OWNER FOR ANY SHUTDOWNS OR PLANNED INTERRUPTIONS OF THE FIRE PROTECTION SERVICE. THE CONTRACTOR SHALL GIVE THE OWNER THREE (3) DAYS NOTICE PRIOR TO THE PLANNED SHUTDOWN OR INTERRUPTION. A. THE CONTRACTOR IS TO FIELD VERIFY THE EXACT LOCATIONS OF EXISTING FIRE PROTECTION LINES AND EQUIPMENT INCLUDING RISERS AND VALVES PRIOR TO THE START OF WORK. FIRE PROTECTION GENERAL DEMOLITION NOTES F. CENTER ALL SPRINKLER HEADS IN WORK AREA IN TWO DIRECTIONS WHEN LOCATED IN CEILING SPACES WITH CEILING TILES AND SYMMETRICALLY WITH OTHER CEILING DEVICES IN GYP CEILINGS. ARCHITECT SHALL HAVE FINAL APPROVAL OF SYMMETRICAL LAYOUT PRIOR TO INSTALLATION. E. PROVIDE SERVICED AREAS WITH NEW SPRINKLER HEADS AND PIPING TO MATCH EXISTING AS REQUIRED. PROVIDE A NEW SPARE HEAD FOR MAINTENANCE PURPOSES. D. ADJUST SPRINKLER HEAD LOCATIONS AND TYPES AS REQUIRED FOR THE NEW SPACE LAYOUTS. REFER TO ARCHITECTURAL DRAWINGS FOR SPACE CATEGORY CLASSIFICATIONS AND REFLECTED CEILING PLANS FOR COORDINATION. C. PROVIDE AS-BUILT SHOP DRAWING UPON COMPLETION OF INSTALLATION. B. PRESSURE TEST SYSTEM UPON COMPLETION OF INSTALLATION IN ACCORDANCE WITH 2013 NFPA 13. REPAIR LEAKS IN PIPING UNDER THIS CONTRACT. A. PROVIDE RENOVATED FIRE PROTECTION SYSTEM TO PROVIDE FIRE PROTECTION COVERAGE OF RENOVATION AREAS IN ACCORDANCE 2013 NFPA 13, LOCAL CODES AND ALL AHJ DESIGN GUIDELINES AND INSTALLATION REQUIREMENTS. FIRE PROTECTION GENERAL NOTES SECTION- BASIC PLUMBING GENERAL REQUIREMENTS PART 1- GENERAL SUMMARY SECTION SPECIFIES THE BASIC REQUIREMENTS FOR PLUMBING INSTALLATIONS AND INCLUDES REQUIREMENTS COMMON TO MORE THAN ONE SECTION OF THE SPECIFICATIONS. GENERAL REFERENCES ALL OF THE DRAWINGS AND SPECIFICATIONS ARE CONSIDERED A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEARCHING ALL CONTRACT DOCUMENTS TO DETERMINE THE SCOPE OF WORK REQUIRED IN FINAL CONNECTIONS TO EQUIPMENT PROVIDED BY OTHER CONTRACTS OR CONTRACTORS. IT IS THE INTENT OF THE DRAWINGS TO PROVIDE AS MUCH INFORMATION AS POSSIBLE ON EQUIPMENT PROVIDED BY OTHERS. HOWEVER, THE EXTENT OF FINAL CONNECTIONS AND TYPE OF FINAL CONNECTIONS SHALL BE DETERMINED BY THE ACTUAL EQUIPMENT SUPPLIED BY OTHERS. THIS CONTRACTOR SHALL INCLUDE IN HIS BASE BID, REASONABLE COST FOR THE INSTALLATION OF EQUIPMENT PROVIDED BY OTHERS. HE SHALL NOT BE AWARDED EXTRA COSTS AFTER THE CONTRACT IS AWARDED UNLESS THE EQUIPMENT SO INSTALLED IS NOT SHOWN ON ANY OF THE CONTRACT DOCUMENTS. WORK INCLUDED UNDER THIS DIVISION SHALL CONSIST OF FURNISHING ALL MATERIALS, SUPPLIES, EQUIPMENT, TOOLS, INSURANCE, TRANSPORTATION AND FACILITIES, AND PERFORMING ALL LABOR AND SERVICES NECESSARY FOR COMPLETE INSTALLATION OF THE NEW PLUMBING SYSTEM(S). DRAWINGS DRAWINGS ARE DIAGRAMMATIC, INDICATING ONLY APPROXIMATE LOCATIONS OF SERVICES, FIXTURES, APPARATUS, AND PIPING UNLESS NOTED OTHERWISE, AND ARE NOT TO BE SCALED. ACTUAL INSTALLATION MUST CONFORM TO ACTUAL BUILDING CONDITIONS AND VERIFIED IN THE FIELD. THE ARCHITECT/ ENGINEER RESERVES THE RIGHT TO EFFECT REASONABLE CHANGES IN THE LOCATION OF EQUIPMENT UP TO THE TIME OF ROUGH-IN WITHOUT ADDITIONAL COST TO THE OWNER. ANY AND ALL CHANGES SHALL BE APPROVED BY THE ARCHITECT/ ENGINEER. MAINTAIN MANUFACTURERS RECOMMENDED CLEARANCES AROUND ALL EQUIPMENT. THE DECISION OF THE ARCHITECT/ ENGINEER AS TO THE TRUE INTENT AND MEANING OF THE PLANS AND SPECIFICATIONS SHALL BE FINAL AND BINDING UPON BOTH PARTIES TO THE CONTRACT. ITEMS OMITTED FROM THE DRAWINGS BUT SPECIFIED, OR ITEMS CALLED FOR ON THE DRAWINGS BUT OMITTED FROM THE SPECIFICATIONS, SHALL BE CONSIDERED AS APPEARING IN BOTH. WHERE A CONFLICT OCCURS BETWEEN SPECIFICATIONS AND DRAWINGS, THE MOST EXPENSIVE ITEM WILL TAKE PRECEDENCE. THE CONFLICT WILL THEN BE RESOLVED DURING CONSTRUCTION AND A CREDIT ISSUED FOR A LESS COSTLY SOLUTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL PLUMBING PIPING, AND TO CONFORM TO ACTUAL BUILDING STRUCTURAL CONDITIONS. ITEMS OMITTED FROM DRAWINGS AND/ OR SPECIFICATIONS BUT REQUIRED FOR PROPER OPERATION OF EQUIPMENT OR FIXTURES BY MANUFACTURER SHALL BE CONSIDERED AS PART OF THE CONTRACT DOCUMENTS. ITEMS AS STATED ABOVE WHICH ARE NECESSARY TO COMPLY WITH THE INTENT OF THE CONTRACT DOCUMENTS SHALL BE CONSIDERED AS PART OF THE CONTRACT REQUIREMENTS. REGULATORY REQUIREMENTS PLUMBING TO CONFORM TO THE STATE OF COLORADO STATE PLUMBING CODE, INTERNATIONAL PLUMBING CODE, AND LOCAL, COUNTY, AND CITY CODES. SECURE AND PAY FOR ALL PERMITS AND CERTIFICATIONS OF INSPECTIONS INCIDENTAL TO THIS WORK REQUIRED BY FOREGOING AUTHORITIES. BE RESPONSIBLE FOR PAYMENTS TO ALL PUBLIC UTILITIES FOR WORK PERFORMED BY THEM IN CONNECTION WITH THE PROVISION OF SERVICE CONNECTION REQUIRED. DELIVER ALL CERTIFICATES TO ARCHITECT/ ENGINEER IN DUPLICATE. PART 2- PRODUCTS (REFER TO PLUMBING SCHEDULES) PART 3- EXECUTION OPERATIONS MANUAL THIS CONTRACTOR SHALL FURNISH COMPETENT PERSONNEL TO INSTRUCT THE OWNER'S OPERATING PERSONNEL IN THE PROPER OPERATION OF EACH PIECE OF EQUIPMENT AND FIXTURES. PRIOR TO FINAL PAYMENT DEMONSTRATE TO THE OWNER'S SATISFACTION THE PROPER OPERATION OF EACH AND ALL SYSTEMS, INSTRUCTING IN OPERATION AND MAINTENANCE OF PLUMBING FIXTURES AND EQUIPMENT. GENERAL PIPING AND VALVES ALL PIPING SHALL BE INSTALLED PARALLEL WITH, OR AT RIGHT ANGLES TO, THE BUILDING WALLS. ALL VERTICAL RISERS SHALL BE INSTALLED PLUMB AND STRAIGHT. ALL PIPING SHALL BE INSTALLED WITH A PITCH IN THE DIRECTION OF FLOW OF NOT LESS THAN ONE INCH IN FORTY FEET, EXCEPT AS OTHERWISE SHOWN. IT MUST BE POSSIBLE TO DRAIN EVERY PORTION OF THE PIPING SYSTEM. DRAINS SHALL HAVE HOSE THREAD ENDS. ANY PIPE RESTING ON OR COMING IN CONTACT WITH BUILDING STRUCTURE OR SUPPLEMENTAL SUPPORTS SHALL BE INSULATED AT THAT POINT TO PREVENT TELEGRAPHING OF SOUND OR VIBRATION. ALL PLUMBING PIPING SHALL BE RIGIDLY SUPPORTED AND SHALL NOT BE LOOSE OR SHAKY. COPPER WATER PIPING JOINTS SHALL BE MADE WITH THE SCHEDULED FITTINGS. SURFACE TO BE SOLDERED SHALL BE CLEANED BRIGHT, PROPERLY FLUXED AND MADE WITH SILVER SOLDER OF NOT LESS THAN 95-5. JOINTS BETWEEN COPPER PIPE TO SCREWED PIPE JOINTS SHALL BE MADE BY USE OF A BRASS FITTING. CLEAN- UP AT ALL TIMES KEEP PREMISES AND BUILDING IN NEAT ORDERLY CONDITION, FOLLOW EXPLICITLY ANY INSTRUCTIONS OF CONSTRUCTION MANAGER AND ARCHITECT/ ENGINEER IN REGARD TO STORING OF MATERIALS, PROTECTIVE MEASURES, CLEANING- UP OF DEBRIS, ETC. UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL FIXTURES, FAUCET AERATORS, FLUSH VALVE DIAPHRAGMS, EQUIPMENT, PACK ALL VALVES REMOVING ALL DIRT, GREASE AND OIL. FIRE AND SOUND STOPPING PIPE SLEEVES SHALL BE SIZED TO ALLOW FOR PROPER ANNULAR SPACE BETWEEN SLEEVE AND PIPE OR INSULATION. SEAL THE ANNULAR SPACE WITH A FIRE RETARDANT CAULK OR PUTTY ON ALL WALLS USING UL APPROVED METHOD AS RECOMMENDED BY THE SEALANT MANUFACTURER. THE SIZE OF THE ANNULAR SPACE WILL VARY DEPENDENT ON THE SEALANT APPLICATION TECHNIQUE WITH THE SEALANT MANUFACTURER. FIRE AND SOUND STOPPING SEALER SHALL BE 3M FIRE BARRIER CAULK CP25 OR PUTTY 303, THOMAS & BETTS FLAME-SAFE FIRE STOP COMPOUND OR NELSON FLAMESEAL PUTTY. SECTION- ESCUTCHEONS FOR PLUMBING PIPING PART 1- GENERAL SUMMARY ESCUTCHEONS FOR PIPING AT CEILING, FLOOR AND WALL PENETRATIONS. PART 2 - PRODUCTS ESCUTCHEONS ONE-PIECE, CAST BRASS TYPE, WITH POLISHED, CHROME-PLATED AND ROUGH-BRASS FINISH AND SETSCREW FASTENER. ONE-PIECE, DEEP-PATTERN TYPE: DEEP-DRAWN, BOX-SHAPED BRASS WITH CHROME-PLATED FINISH AND SPRING-CLIP FASTENERS. ONE-PIECE, STAMPED-STEEL TYPE: WITH CHROME-PLATED FINISH AND SPRING-CLIP FASTENERS. PART 3 - EXECUTION INSTALLATION INSTALL ESCUTCHEONS FOR PIPING PENETRATIONS OF WALLS, CEILINGS, AND FINISHED FLOORS. INSTALL ESCUTCHEONS WITH ID TO CLOSELY FIT AROUND PIPE, TUBE, AND INSULATION OF PIPING AND WITH OD THAT COMPLETELY COVERS OPENING. FIELD QUALITY CONTROL REPLACE BROKEN AND DAMAGED ESCUTCHEONS AND FLOOR PLATES USING NEW MATERIALS. PART 3 - EXECUTION (NOT APPLICABLE) SECTION- GENERAL-DUTY VALVES FOR PLUMBING PIPING PART 1- GENERAL SUMMARY SECTION INCLUDES GENERAL DUTY VALVES COMMON TO MULTIPLE PLUMBING SYSTEMS. ACTION SUBMITTALS PRODUCT DATA: FOR EACH TYPE OF VALVE INDICATED. QUALITY ASSURANCE ASME COMPLIANCE: ASME B16:10 AND ASME B16:34 FOR FERROUS VALVE DIMENSIONS AND DESIGN CRITERIA. ASME B31.1 FOR POWER PIPING VALVES. ASME B31.9 FOR BUILDING SERVICES PIPING VALVES. NSF COMPLIANCE: NSF 61 FOR VALVE MATERIALS FOR POTABLE-WATER SERVICE. PART 2 - PRODUCTS GENERAL REQUIREMENTS FOR VALVES VALVE PRESSURE AND TEMPURATURE RATINGS: NOT LESS THAN INDICATED AND AS REQUIRED FOR SYSTEM PRESSURES AND TEMPERATURES. BRONZE BALL VALVES TWO-PIECE, FULL-PORT, BRONZE BALL VALVES WITH BRONZE TRIM. DESCRIPTION: STANDARD: MSS SP-110, SWP RATING: 150 PSIG; BODY DESIGN: TWO PIECE; BODY MATERIAL: BRONZE. DESCRIPTION: BRONZE SWING CHECK VALVES CLASS 150, BRONZE SWING CHECK VALVES WITH BRONZE DISC: DESCRIPTION: STANDARD: MSS SP-80, TYPE 3, BODY DESIGN: HORIZONTAL FLOW, BODY MATERIAL: ASTM B 62, BRONZE, ENDS: THREADED, DISC: BRONZE. VALVE INSTALLATION LOCATE VALVES FOR EASY ACCESS AND PROVIDE SEPARATE SUPPORT WHERE NECESSARY. IF VALVES WITH SPECIFIED SWP CLASSES OR CWP RATINGS ARE NOT AVAILABLE, THE SAME TYPES OF VALVES WITH HIGHER SWP CLASSES OR CWP RATINGS MY BE SUBSTITUTED. DOMESTIC, HOT-AND COLD-WATER VALVE SCHEDULE PIPE NPS2 AND SMALLER: BRONZE VALVES: MAY BE PROVIDED WITH SOLDER-JOINT ENDS INSTEAD OF THREADED ENDS. BALL VALVES: TWO PIECE, FULL PORT, BRONZE WITH BRONZE DISC. PERFORMANCE REQUIREMENTS DELEGATED DESIGN: DESIGN TRAPEZE PIPE HANGERS AND EQUIPMENT SUPPORTS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY A QUALIFIED PROFESSIONAL ENGINEER, USING PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA INDICATED. ACTION SUBMITTALS PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. PART 2 - PRODUCTS METAL PIPE HANGERS AND SUPPORTS CARBON-STEEL PIPE HANGERS AND SUPPORTS: DESCRIPTION: MSS SP-58, TYPES 1 THROUGH 58, FACTORY-FABRICATED COMPONENTS. GALVANIZED METALLIC COATINGS: PRE-GALVANIZED OR HOT DIPPED. HANGER RODS: CONTINUOUS- THREAD ROD, AND WASHER MADE OF CARBON STEEL. COPPER PIPE HANGERS: DESCRIPTION: MSS SP-58, TYPES 1 THROUGH 58, COPPER-COATED-STEEL, FACTORY-FABRICATED COMPONENTS. HANGER RODS: CONTINUOUS-THREAD ROD, NUTS, AND WASHER MADE OF COPPER- COATED STEEL. TRAPEZE PIPE HANGERS DESCRIPTION: MSS SP-69, TYPE 59, SHOP-OR FIELD-FABRICATED PIPE-SUPPORT ASSEMBLY MADE FROM STRUCTURAL CARBON-STEEL SHAPES WITH MSS SP-58 CARBON-STEEL HANGER RODS, NUTS, SADDLES, AND U-BOLTS. FASTENER SYSTEMS MECHANICAL-EXPANSION ANCHORS: INSERT-WEDGE TYPE ZINC COATED, STAINLESS-STEEL ANCHORS, FOR USE IN HARDENED PORTLAND CEMENT CONCRETE; WITH PULL-OUT, TENSION, AND SHEAR CAPACITIES APPROPRIATE FOR SUPPORTED LOADS AND BUILDING MATERIALS WHERE USED. PIPE POSITIONING SYSTEMS DESCRIPTION: IAPMO PS 42, POSITIONING SYSTEM OF METAL BRACKETS, CLIPS AND STRAPS FOR POSITIONING PIPING IN PIPE SPACES, FOR PLUMBING FIXTURES IN COMMERCIAL APPLICATIONS. SECTION- IDENTIFCATION FOR PLUMBING PIPING AND EQUIPMENT PART 1- GENERAL SUMMARY SECTION INCLUDES LABELS, STENCILS, AND VALVE TAGS COMMON TO PLUMBING SYSTEMS. ACTION SUBMITTALS PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. PART 2 – PRODUCTS PIPE LABELS GENERAL REQUIREMENTS FOR MANUFACTURED PIPE LABELS: PREPRINTED, COLOR-CODED, WITH LETTERING INDICATED SERVICE, AND SHOWING FLOW DIRECTION. SELF-ADHESIVE PIPE LABELS: PRINTED PLASTIC WITH CONTACT-TYPE, PERMANENT-ADHESIVE BACKING. PIPE LABEL CONTENTS: INCLUDE IDENTIFICATION OF PIPING SERVICE USING SAME DESIGNATIONS OR ABBREVIATIONS AS USED ON DRAWINGS; ALSO INCLUDE PIPE SIZE AND AN ARROW INDICATING FLOW DIRECTION. PART 3 – EXECUTION PIPE LABEL INSTALLATION PIPE LABEL LOCATIONS: LOCATE PIPE LABELS WHERE PIPING IS EXPOSED OR ABOVE ACCESSIBLE CEILINGS IN FINISHED SPACES; MACHINE ROOMS; ACCESSIBLE MAINTENANCE SPACES SUCH AS SHAFTS, TUNNELS, AND PLENUMS. SECTION- PLUMBING PIPING INSULATION PART 1- GENERAL SUMMARY SECTION INCLUDES INSULATION, JACKETS AND INSULATION ACCESSORIES FOR PLUMBING PIPING TO PREVENT HEAT LOSS IN ACCORDANCE WITH THE LATEST ENERGY STANDARDS. ACTION SUBMITTALS PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. QUALITY ASSURANCE SURFACE-BURNING CHARACTERISTICS: FOR INSULATION AND RELATED MATERIALS, AS DETERMINED BY TESTING IDENTICAL PRODUCTS ACCORDING TO ASTM E 84 BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. FACTORY LABEL INSULATION AND JACKET MATERIALS AND ADHESIVE, MASTIC, TAPES, AND CEMENT MATERIAL CONTAINERS, WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCY. INSULATION INSTALLED INDOORS: FLAME-SPREAD INDEX OF 25 OR LESS, AND SMOKE-DEVELOPED INDEX OF 50 OR LESS. COMPLY WITH THE FOLLOWING APPLICABLE STANDARDS AND OTHER REQUIREMENTS SPECIFIED FOR MISCELLANEOUS COMPONENTS: SUPPLY AND DRAIN PROTECTIVE SHIELDING GUARDS: ICC A117.1. PART 2 – PRODUCTS INSULATION MATERIALS COMPLY WITH REQUIREMENTS IN “PIPING INSULATION SCHEDULE, GENERAL,” “INDOOR PIPING INSULATION SCHEDULE,” ARTICLES FOR WHERE INSULATING MATERIALS SHALL BE APPLIED. PRODUCTS SHALL NOT CONTAIN ASBESTOS, LEAD, MERCURY, OR MERCURY COMPOUND. FLEXIBLE ELASTOMERIC INSULATION: CLOSED-CELL, SPONGE-OR EXPANDED-RUBBER MATERIALS. COMPLY WITH ASTM C534, TYPE I FOR TUBULAR MATERIALS. MINERIAL-FIBER, PREFORMED PIPE INSULATION: TYPE I, 850 DEG F MAXIMUM SERVICE TEMPERATURE MATERIALS: MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. COMPLY WITH ASTM C547 AND ASTM C795, TYPE I, GRADE A, WITH FACTORY-APPLIED ASJ. FACTORY- APPLIED JACKET. SHALL HAVE A ‘K’ VALUE OF 0.24 AT 75 DEGREES F. AS PER ASTM C177. ADHESIVES FLEXIBLE ELASTOMERIC AND POLYOLEFIN ADHESIVE: COMPLY WITH MIL-A-24179A, TYPE II, CLASS I. MINERAL-FIBER ADHESIVE: COMPLY WITH MIL-A-3316C, CLASS 2, GRADE A. ASJ ADHESIVE, AND FSK JACKET ADHESIVE: COMPLY WITH MIL-A-3316C, CLASS 2, GRADE A FOR BONDING INSULATION JACKET LAP SEAMS AND JOINTS. SEALANTS JOINT SEALANTS: MATERIALS SHALL BE COMPATIBLE WITH INSULATION MATERIALS, JACKETS, AND SUBSTRATES. PERMANENTLY FLEXIBLE, ELASTOMERIC SEALANT. SERVICE TEMPERATURE RANGE: MINUS 100 TO PLUS 300 DEG F. FACTORY-APPLIED JACKETS INSULATION SYSTEM SCHEDULES INDICATE FACTORY-APPLIED JACKETS ON VARIOUS APPLICATIONS. WHEN FACTORY-APPLIED JACKETS ARE INDICATED, COMPLY WITH THE FOLLOWING: ASJ-SSL: ASJ WITH SELF-SEALING, PRESSURE-SENSITIVE, ACRYLIC-BASED ADHESIVE COVERED BY A REMOVABLE PROTECTIVE STRIP; COMPLYING WITH ASTM C 1136, TYPE I. TAPES ASJ TAPE: WHITE VAPOR-RETARDER TAPE MATCHING FACTORY-APPLIED JACKET WITH ACRYLIC ADHESIVE, COMPLYING WITH ASTM C 1136. SECUREMENTS STAPLES: OUTWARD-CLINCHING INSULATION STAPLES, NOMINAL ¾ INCH-WIDE, STAINLESS STEEL OR MONEL. PROTECTIVE SHIELDING GUARDS PROTECTIVE SHIELDING PIPE COVERS. DESCRIPTION: MANUFACTURED PLASTIC WRAPS FOR COVERING PLUMBING FIXTURE HOT-AND COLD-WATER SUPPLIES AND TRAP AND DRAIN PIPING. COMPLY WITH AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS. PART 3 – EXECUTION GENERAL INSTALLATION REQUIREMENTS INSTALL INSULATION MATERIALS, ACCESSORIES, AND FINISHES WITH SMOOTH, STRAIGHT, AND EVEN SURFACES; FREE OF VOIDS THROUGHOUT THE LENGTH OF PIPING INCLUDING FITTINGS, VALVES, AND SPECIALTIES. INSTALL INSULATION MATERIALS, FORMS, VAPOR BARRIERS OR RETARDERS, JACKETS, AND THICKNESSES REQUIRED FOR EACH ITEM OF PIPE SYSTEM AS SPECIFIED IN INSULATION SYSTEM SCHEDULES. INSTALL ACCESSORIES COMPATIBLE WITH INSULATION MATERIALS AND SUITABLE FOR THE SERVICE. INSTALL ACCESSORIES THAT DO NOT CORRODE, SOFTEN, OR OTHERWISE ATTACK INSULATION OR JACKET IN EITHER WET OR DRY STATE. INSULATION INSTALLATION AT INTERIOR WALL AND PARTITION PENETRATIONS (THAT ARE NOT FIRE RATED): INSTALL INSULATION CONTINUOUSLY THROUGH WALLS AND PARTITIONS. INSULATION INSTALLATION AT FIRE-RATED WALL AND PARTITION PENETRATIONS: INSTALL INSULATION CONTINUOUSLY THROUGH PENETRATIONS OF FIRE-RATED WALLS AND PARTITIONS. GENERAL PIPE INSULATION INSTALLATION INSULATION INSTALLATION OF STRAIGHT PIPES AND TUBES: SECURE EACH LAYER OF PREFORMED PIPE INSULATION TO PIPE WITH WIRE OR BANDS AND TIGHTEN BANDS WITHOUT DEFORMING INSULATION MATERIALS. FOR INSULATION WITH FACTORY-APPLIED JACKETS ON BELOW-AMBIENT SURFACES, DO NOT STAPLE LONGITUDINAL TABS. INSTEAD, SECURE TABS WITH ADDITIONAL ADHESIVE AS RECOMMENDED BY INSULATION MATERIALS. FOR INSULATION WITH FACTORY-APPLIED JACKETS ON BELOW-AMBIENT SURFACES, DO NOT STAPLE LONGITUDINAL TABS. INSTEAD, SECURE TABS WITH ADDITIONAL ADHESIVE AS RECOMMENDED BY INSULATION MATERIAL MANUFACTURER AND SEAL WITH VAPOR- BARRIER MASTIC AND FLASHING SEALANT. INSULATION INSTALLATION ON PIPE FITTINGS AND ELBOWS: INSTALL PREFORMED SECTIONS OF SAME MATERIAL AS STRAIGHT SEGMENTS OF PIPE INSULATION WHEN AVAILABLE. WHEN PREFORMED INSULATION ELBOWS AND FITTINGS ARE NOT AVAILABLE, INSTALL MITERED SECTIONS OF PIPE INSULATION, TO A THICKNESS EQUAL TO ADJOINING PIPE INSULATION. SECURE INSULATION MATERIALS WITH WIRE OR BANDS. DIVISION 22 0000 SPECIFICATIONS SCALE: NOT TO SCALE 4 POINT-OF-USE MIXING VALVE SENSOR OPERATED DIAGRAM REMOVAL OF ALL PLUMBING FIXTURES, PIPING, EQUIPMENT, AND ASSOCIATED APPURTENANCES. NO PERSON OTHER THAN A LICENSED PLUMBER SHALL REMOVE PLUMBING ITEMS FROM THEIR ORIGINAL LOCATION. B. SHUTDOWN OF EXISTING SYSTEMS SHALL BE COORDINATED WITH OWNER TO LIMIT INTERFERENCE WITH OWNER'S OPERATION AND DOWNTIME. CONTRACTOR SHALL SUBMIT TO OWNER FOR REVIEW AND APPROVAL, THE PROPOSED PHASING PLAN FOR SHUTDOWN OF EXISTING SERVICES. C. CONTRACTOR SHALL COMPLY WITH GENERAL CONDITIONS AND PROTECTION PROVISIONS SPECIFIED FOR JOINT OWNER/CONTRACTOR OCCUPANCY WORK AREAS. D. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO REMAIN FROM DAMAGE DURING DEMOLITION. ANY UTILITIES AND SERVICES DAMAGED SHALL BE REPAIRED AT NO EXPENSE TO OWNER. E. CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES PRIOR TO TEMPORARILY MOVING OR TAKING EQUIPMENT OUT OF SERVICE AS NECESSARY TO COMPLETE WORK. F. WHERE APPLICABLE, THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE OWNER AND GENERAL TRADE FOR ANY WALL AND CEILING OPENINGS IN WHICH PLUMBING WORK IS TO BE PERFORMED. GENERAL TRADE SHALL BE RESPONSIBLE FOR PATCHING SUCH WALL AND CEILING OPENINGS TO MATCH EXISTING ONCE PLUMBING INSTALLATION HAS BEEN COMPLETED. WHERE PLUMBING CONTRACTOR IS PRIME, THEY WILL BE RESPONSIBLE FOR ARRANGING ALL WORK DESCRIBED ABOVE AND INCLUDE RELATED COST IN BID. G. WHERE APPLICABLE THE PLUMBING CONTRACTOR SHALL DEMARCATE EXISTING CONCRETE FLOOR AREAS FOR SAW CUT AND REMOVAL BY GENERAL TRADE. PLUMBING CONTRACTOR SHALL PROVIDE ALL EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF SYSTEM PIPING AND SPECIALTIES. GENERAL TRADE WILL BE RESPONSIBLE FOR PATCHING FLOOR AREAS FLUSH TO MATCH WITH EXISTING FLOOR ONCE PLUMBING INSTALLATION HAS BEEN COMPLETED. WHERE PLUMBING CONTRACTOR IS PRIME, THEY WILL BE RESPONSIBLE FOR ARRANGING ALL WORK DESCRIBED ABOVE AND INCLUDE RELATED COST IN BID. A. WORK SHALL BE PERFORMED BY A LICENSED PLUMBER OF THE STATE OF COLORADO. B. MATERIALS, INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF STATE AND LOCAL CODE PROCEDURES, METHODS AND REQUIREMENTS, INCLUDING THE MOST STRINGENT OF HEALTH AND SAFETY STANDARDS AS REQUIRED AND AS INTERPRETED BY THE AUTHORITY HAVING JURISDICTION. APPLICABLE CODES AND STANDARDS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: "COLORADO STATE PLUMBING CODE" 2019 EDITION "INTERNATIONAL PLUMBING CODE" 2018 EDITION "INTERNATIONAL FUEL GAS CODE" 2018 EDITION "INTERNATIONAL ENERGY CONSERVATION CODE" 2018 EDITION "NFPA 54 - NATIONAL FUEL GAS CODE" APPLICABLE LOCAL AND MUNICIPAL CODES AND ORDINANCES. C. MEANING AND INTENT OF DRAWINGS: DRAWINGS ARE DIAGRAMMATIC AND PLUMBING SYSTEMS ARE SHOWN IN SCHEMATIC FORM. DRAWINGS DO NOT SHOW EVERY PLUMBING SYSTEM COMPONENT AND SHOULD BE FOLLOWED AS CLOSELY AS CIRCUMSTANCES WILL PERMIT. PLUMBING SYSTEM INSTALLATIONS RELATED TO THIS PROJECT SHALL BE PROVIDED TO MEET THE INTENT AND MEANING OF THE DRAWINGS IN COMPLIANCE WITH APPLICABLE CODES, AND STANDARDS. WHERE APPLICABLE THE PLUMBING CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO INSTALLATION. REPORT ANY QUESTIONS, OR CONCERNS TO THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH WORK. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. MINOR CHANGES IN LOCATIONS OF PLUMBING EQUIPMENT, &/OR SYSTEMS FROM THOSE INDICATED ON DRAWINGS SHALL BE MADE WITHOUT EXTRA COST. A COMPLETE AND OPERATIONAL PLUMBING SYSTEM SHALL BE PROVIDED. D. THE PLUMBING CONTRACTOR SHALL REFER TO BOTH DRAWINGS AND SPECIFICATIONS FOR ALL PLUMBING CRITERIA REQUIRED FOR THIS PROJECT. E. PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL PLUMBING UTILITY SERVICES FROM 5'-0" OUTSIDE BUILDING FOUNDATION WALL TO WITHIN THE BUILDING UNLESS NOTED OTHERWISE ON PLANS. SEE SITE UTILITY PLANS FOR RELATED SITE UTILITY WORK BY OTHERS. F. COORDINATE ROUTING OF PIPING WITH ALL OTHER TRADES AND STRUCTURAL CONDITIONS TO AVOID ANY ROUTING CONFLICTS OR SERVICE INTERFERENCES. G. MAINTAIN A MINIMUM CLEARANCE IN FRONT OF AND FROM EITHER SIDE OF ELECTRICAL PANELS, EQUIPMENT, ETC., AS OUTLINED IN NEC STANDARDS. PIPE SYSTEMS SHALL NOT BE ROUTED DIRECTLY OVER PANELS, EQUIPMENT, ETC. H. INCLUDE IN BID, ALL LICENSE, PERMIT, INSPECTION AND OTHER FEES REQUIRED BY UTILITY COMPANIES OR AUTHORITIES HAVING JURISDICTION REQUIRED FOR COMPLETION OF WORK SO THAT NO UNEXPECTED ADDITIONAL EXPENSES ARE INTRODUCED TO OWNER. I. ALL CLEANOUTS, VALVES, WATER HAMMER ARRESTORS, ETC. ARE TO BE ACCESSIBLE. EXTEND PIPING AND COORDINATE ACCESS PANEL SIZE AND LOCATION AS NECESSARY. J. PLUMBING CONTRACTOR SHALL CLEAN WORK AREA OF ALL DUST AND DEBRIS GENERATED BY THEIR WORK AT THE END OF EACH WORK DAY. K. ALL PLUMBING SYSTEM VALVES SHALL BE INSTALLED IN A LOCATION AND ORIENTATION THAT WILL PERMIT INTENDED USE. L. PROVIDE STOPS AND/OR ISOLATION VALVES TO EACH INDIVIDUAL FIXTURE, FIXTURE GROUP OR PIECE OF EQUIPMENT PER APPLICABLE CODES TO ALLOW FOR INDIVIDUAL SERVICING UNLESS NOTED OTHERWISE ON PLANS. M. SANITARY WASTE PIPING SHALL BE SLOPED AT 1/8-INCH PER FOOT MINIMUM FOR ALL PIPING 4-INCH AND LARGER AND AT 1/4-INCH PER FOOT MINIMUM FOR ALL PIPING 3- INCH AND SMALLER. N. INDIRECT DRAIN PIPING FROM FIXTURES, SPECIALTIES, AND EQUIPMENT SHALL BE ROUTED TO FLOOR DRAIN OR OTHER APPROVED RECEPTACLE AND TERMINATED WITH AN AIR GAP 2 TIMES THE DIAMETER OF THE DRAIN PIPING, BUT NOT LESS THAN 1 INCH GAP. SUPPORT PIPING SO DRAIN PIPING CANNOT BE DEFLECTED FROM DRAIN SOURCE. O. ALL VENTS FROM HORIZONTAL SOIL OR WASTE PIPE SHALL COME OFF TOP OR AT 45 DEGREE VERTICALLY FROM CENTER OF PIPE BEFORE OFFSETTING HORIZONTALLY TO RISER. P. ALL VENT TERMINATIONS SHALL BE COORDINATED WITH BUILDING OPENINGS, AIR INTAKES AND AIR EXHAUST OPENINGS. ADJUST VENT THROUGH ROOF LOCATIONS TO COMPLY WITH APPLICABLE CODE. Q. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING ALL HANGERS AND SUPPORTS ARE SECURELY ANCHORED OR ATTACHED TO BUILDING ELEMENTS ADEQUATE FOR INTENDED PLUMBING SYSTEM OR EQUIPMENT. R. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL NAIL PLATES WHERE PIPING PASSES THROUGH STUD(S) WITHIN 2" OF NAILING SURFACE TO PROTECT PIPE FROM NAILS OR DRYWALL SCREWS. S. PLUMBING CONTRACTOR SHALL PROVIDE APPROVED WATER HAMMER ARRESTORS IN WATER LINES SERVING QUICK-CLOSING VALVES, BATTERIED, OR BACK TO BACK FIXTURES WITH INDIVIDUAL ISOLATION VALVES. T. ALL NEWLY INSTALLED CIRCULATED HOT WATER SHALL BE WITHIN THE MAXIMUM ALLOWABLE PIPE LENGTH TO TERMINATE AT EACH FIXTURE, OR APPLIANCE AS OUTLINED IN THE INTERNATIONAL ENERGY CONSERVATION CODE. SPECIAL ATTENTION SHOULD BE PAID TO PUBLIC LAVATORIES WHERE MAXIMUM PIPE LENGTHS ARE LIMITED. REFER TO PLUMBING PLANS AND DETAILS FOR CLARIFICATION. U. ALL P-TRAPS FOR FLOOR DRAINS AND FLOOR SINKS SHALL BE DEEP SEAL TYPE. TRAPS SHALL MAINTAIN THE SEWER GAS SEALS BY MEANS OF A PRIMING DEVICE DESIGNED FOR SUCH PURPOSES OR BY OTHER METHODS AS ACCEPTABLE BY CODE AND AHJ. V. PLUMBING CONTRACTOR TO INSTALL, TEST, AND FIELD BALANCE APPROVED EQUIPMENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS. W. PROVIDE INSULATION FOR THE PLUMBING PIPING SYSTEMS DESCRIBED IN THESE DRAWINGS AS PER THE IPC AND THE IECC. HWC HW 3-WAY CONTROL VALVE ANGLE GATE VALVE ANGLE GLOBE VALVE BALANCING/SHUTOFF VALVE BALL VALVE BUTTERFLY VALVE CHECK VALVE CALIBRATED BALANCING VALVE CONTROL VALVE EXPANSION VALVE GATE VALVE GLOBE VALVE QUICK OPEN VALVE SAFETY RELIEF VALVE SOLENOID VALVE BACKFLOW PREVENTER ECCENTRIC REDUCER CONCENTRIC REDUCER FLOW ARROW HOSE BIBB / SILLCOCK WALL CLEANOUT WATER CLOSET VENT THRU ROOF VACUUM BREAKER THERMOSTATIC MIXING VALVE TO BELOW SILLCOCK (EXTERIOR) PLUMBING CONTRACTOR MOP SINK BASIN LAVATORY HOT WATER RECIRCULATION PUMP HOSE BIBB (INTERIOR) HIGH AS POSSIBLE GENERAL CONTRACTOR FROM FLOOR ABOVE FLOOR CLEANOUT FURNISHED BY OTHERS ELECTRICAL CONTRACTOR BELOW GRADE BELOW FLOOR ABOVE FINISHED FLOOR ABOVE CEILING PLUMBING EQUIPMENT DESIGNATION AC AFF BF BG EC FBO FCO FFA GC HAP HB HWCP L MSB PC SC TB TMV VB VTR WC WCO SP SUMP PUMP UR URINAL EWC ELECTRIC WATER COOLER FD FLOOR DRAIN RD ROOF DRAIN CSS CLINICAL SERVICE SINK ET EXPANSION TANK FA FROM ABOVE FB FROM BELOW FFB FROM FLOOR BELOW FT FILL TANK GWH GAS WATER HEATER TFB TO FLOOR BELOW TFA TO FLOOR ABOVE WF WASH FOUNTAIN VACUUM RELIEF VALVE SH SHOWER EWH ELECTRIC WATER HEATER SS SERVICE SINK LT LAUNDRY TUB IM ICE MAKER HS HOSE STATION ESHSHOWER COMB. EMERGENCY EYE WASH/ EEWWASH EMERGENCY EYE DWDISHWASHER CF COMBINATION FIXTURE WB WASHER BOX SK SINK WS WATER SOFTENER BH BOOSTER HEATER PIPING SYSTEM DF DRINKING FOUNTAIN NOTE: NOT ALL SYMBOLS ARE USED IN CONSTRUCTION DOCUMENTS GAS COCK PLUG VALVE BAS BUILDING AUTOMATION SYSTEM BFP BACKFLOW PREVENTION DEVICE BJ BETWEEN JOISTS BOP BOTTOM OF PIPE BTUH BRITISH THERMAL UNITS PER HOUR COND CONDENSATE CP CONDENSATE PUMP CV CONTROL VALVE DN DOWN FPC FIRE PROTECTION SUBCONTRACTOR GPM GALLONS PER MINUTE MBH THOUSANDS OF BTU PER HOUR P PUMP PRV PRESSURE RELIEF VALVE TOP TOP OF PIPE NTS NOT TO SCALE GENERAL SF SQUARE FOOT SE SEWAGE EJECTOR EXISTING PLUMBING KEYNOTE KITCHEN EQUIPMENT DESIGNATION POINT OF NEW CONNECTION POINT OF TERMINATION/CAP NEW BOLD TEXT INDICATES NEW ITEM ITALIC TEXT INDICATES EXISTING ITEM # PRESSURE REDUCING VALVE (WATER) PRESSURE REGULATOR (GAS) PIPE ANCHOR PIPE GUIDES WALL CLEANOUT SUSPENDED CLEANOUT WCO WYE STRAINER WYE STRAINER W/DRAIN VALVE FLOOR DRAIN - ROUND OR SQUARE FLOOR CLEANOUT - ROUND OR SQUARE PIPE CAP PIPE TURNING DOWN PIPE TURNING UP TEE UP TEE DOWN DROP AND RUN DROP AND TURN TEE OFF TOP TEE OFF BOTTOM CROSS AND RISER PLAN 90° ELBOW PIPE TEE PIPE UNION FLEXIBLE PIPE CONNECTOR WATER METER PUMP AUTOMATIC AIR VENT PRESSURE SWITCH PRESSURE GAUGE THERMOMETER FLOW SWITCH TEMPERATURE SWITCH G NATURAL GAS ST STORM PD PUMP DISCHARGE OST OVERFLOW STORM GW GREASE WASTE OW OIL WASTE W SANITARY WASTE CD CONDENSATE DRAIN FS FLOOR SINK MC MECHANICAL CONTRACTOR ORD OVERFLOW ROOF DRAIN CA COMPRESSED AIR AW ACID WASTE N2 NITROGEN N2O NITROUS OXIDE MA MEDICAL AIR O2 OXYGEN WAGD WASTE ANESTHETIC GAS DISPOSAL VAC VACUUM V SANITARY VENT OV OIL VENT AV ACID VENT NPCW NONPOTABLE COLD WATER DI DE-IONIZED WATER SCW SOFTENED COLD WATER CW DOMESTIC COLD WATER RO REVERSE OSMOSIS WATER DOMESTIC HW RECIRCULATION DOMESTIC HOT WATER CO2 CARBON DIOXIDE HW (---) DOMESTIC HOT WATER (OTHER TEMP) OR OR YCO YARD CLEANOUT WFL WATER FILTER CO PIPE SLOPE ARROW F P T M L1 K22 GD GARBAGE DISPOSAL DS DOWNSPOUT NOZZLE AD AREA DRAIN SYMBOLS LEGEND ABBREVIATIONS DEMOLITION PIPING LHW LAB HOT WATER TW TEMPERED WATER LINE STYLE INDICATES DEMOLISHED ITEM LHWC LAB HW RECIRCULATION FCW FILTERED COLD WATER LCW LAB COLD WATER SHEET # DETAIL # DETAIL OR SECTION MARK ## # FIRE PROTECTION GENERAL RENOVATION NOTES A. DURING THE TIME THAT THE FIRE PROTECTION RENOVATION WORK IS BEING PERFORMED, AND THE FIRE PROTECTION SYSTEM IS DOWN AND OUT OF COMMISSION, THE FIRE PROTECTION CONTRACTOR SHALL HAVE SUFFICIENT PERSONNEL ONSITE TO KEEP A “FIRE WATCH” ON THE FACILITY. B. A FIRE PROTECTION WATCH IS IMPLEMENTED TO ENSURE THE FIRE SAFETY OF A BUILDING IN THE EVENT OF ANY ACT, OR SITUATION INSTIGATING AN INCREASED RISK TO PERSONS OR PROPERTY. THE TERM “FIRE WATCH” IS USED TO DESCRIBE A DEDICATED PERSON OR PERSONS WHO’S SOLE RESPONSIBILITY IS TO LOOK FOR FIRES WITHIN AN ESTABLISHED AREA. C. IN THE OPINION OF THE FIRE AND LIFE-SAFETY GROUP (FLS) OF FACTORY MUTUAL (FM), ANY REQUIRED FIRE PROTECTION SYSTEM THAT IS OUT OF SERVICE FOR MORE THAN 4 HOURS AND OCCUPIED IS REQUIRED TO ESTABLISH A FIRE WATCH. FOR THE PERSON OR PERSONS ASSIGNED TO THE FIRE WATCH, THIS MUST BE THEIR ONLY JOB DUTY DURING THE TIME PERIOD OF THE FIRE PROTECTION RENOVATION WORK. D. IN ADDITION THE BUILDING OWNER IS REQUIRED TO HAVE AN IMPAIRMENT COORDINATOR. THE OUT OF SERVICE EQUIPMENT MUST BE TAGGED “OUT OF SERVICE”. AN OUT OF SERVICE TAG MUST BE PLACED AT THE FIRE ALARM PANEL AND THE FIRE DEPARTMENT CONNECTION (REFERENCE INTERNATIONAL FIRE CODE- CHAPTER 9, SECTION 901.7). E. FIRE WATCH PERSONNEL ARE TO KEEP WATCH FOR FIRES IN THE GENERAL AREA OF PERFORMANCE, THE PERSONS PERFORMING THE FIRE WATCH ARE NOT PERMITTED TO PERFORM ANY OTHER DUTIES. F. FIRE WATCH PERSONNEL ARE TO HAVE FIRE EXTINGUISHING EQUIPMENT READILY AVAILABLE AND TO BE TRAINED IN ITS USE. G. THE QUANTITY OF PERSONNEL INVOLVED IN THE FIRE WATCH IS TO BE ADEQUATE SUCH THAT EACH FLOOR, LEVEL, AND ROOM OF THE FIRE AREA IS COVERED. H. IN GENERAL, A FIRE WATCH IS TO FULFILL THE INTENT OF NFPA-72 AS FOLLOWS: 1. NOTIFY OCCUPANTS TO EVACUATE WHEN THERE IS A FIRE IN THE BUILDING; 2. NOTIFY THE CENTRAL MONITORING STATION TO INITIATE EMERGENCY PERSONNEL RESPONSE; 3. ACTIVATE FIRE PROTECTION SYSTEMS IN ORDER TO RELEASE DOOR HOLDERS, CLOSE SMOKE DAMPERS, AND SHUT DOWN FANS. I. IF BUILDING OCCUPANTS ASSIST WITH FIRE WATCH DUTIES, THE PROCEDURES FOR CONTACTING EMERGENCY PERSONNEL AND EVACUATING THE BUILDING ARE TO BE DISTRIBUTED TO BUILDING OCCUPANTS. FOR PLANNED OUTAGES, THE PROCEDURES ARE TO BE SENT TO THE BUILDING OWNER FOR DISTRIBUTION. A. THE FIRE PROTECTION CONTRACTOR SHOULD USE NFPA-13 (CURRENT EDITION), “PLANS AND CALCULATIONS” AS A GUIDELINE WHEN PREPARING SUBMITTALS FOR REVIEW. DISREGARD ONLY THOSE ITEMS NOT APPLICABLE TO THE INDIVIDUAL BUILDING SYSTEM. FIRE PROTECTION MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA-13 FOR THE INSTALLATION OF AUTOMATIC SPRINKLER SYSTEM. B. THE FIRE PROTECTION CONTRACTOR SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE (LATEST ADOPTED EDITION). INSTALLATION SHALL MEET THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HYDRAULICALLY CALCULATE SPRINKLER REQUIREMENTS PER THE APPROPRIATE HAZARD OCCUPANCY AND PROVIDE ACTUAL NUMBER OF HEADS, REQUIRED SPACING AND PIPE ROUTING AS REQUIRED FOR CLEARANCE WITH STRUCTURAL CONDITIONS AND OTHER TRADES TO PROVIDE A COMPLETE AND OPERABLE SYSTEM IN ACCORDANCE WITH IFC, NFPA AND AUTHORITY HAVING JURISDICTION REQUIREMENTS. D. SPRINKLER CONTRACTOR SHALL DESIGN THE SYSTEM AND ROUTE PIPING AS REQUIRED FOR CONFORMANCE WITH ACTUAL BUILDING CONDITIONS AND NFPA REQUIREMENTS. COORDINATE SPRINKLER WORK WITH ALL OTHER TRADES TO AVOID CONFLICT. E. SUPPORT ALL NEW PIPING AND EQUIPMENT FROM STRUCTURE ABOVE AS REQUIRED. CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTAL STEEL TO SPAN BETWEEN PRIMARY BUILDING STRUCTURAL MEMBERS. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE DESIGN OF SUPPLEMENTAL STEEL AND SUPPORTS INCLUDING REACTION LOADS AT PRIMARY BUILDING STRUCTURAL MEMBERS. F. PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, ETC. REQUIRED FOR COMPLETE AND FUNCTIONAL SYSTEM AS SPECIFIED AND INDICATED ON THE DRAWINGS. G. INCLUDE IN BID, ALL LICENSE, PERMIT, INSPECTION, AND OTHER FEES REQUIRED BY UTILITY COMPANIES OR AUTHORITIES HAVING JURISDICTION REQUIRED FOR COMPLETION OF WORK SO NO ADDITIONAL EXPENSES ARE INTRODUCED TO OWNER. H. PROMPTLY INFORM THE ENGINEER, IN WRITING, OF ANY DEVIATIONS IN THE CONTRACT DOCUMENTS FROM REQUIREMENTS OF LOCAL UTILITIES, MUNICIPALITIES, STATE OR FEDERAL LAWS AND REGULATIONS. PERFORM WORK IN ACCORDANCE WITH SUCH REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER. I. FIRE PROTECTION CONTRACTOR SHALL SUBMIT ONE COMPLETE SET OF AUTOMATIC SPRINKLER SYSTEM DRAWINGS, HYDRAULIC CALCULATIONS, CURRENT WATER FLOW TEST, AND EQUIPMENT DATA BROCHURES AS PREPARED BY (OR PREPARED UNDER THE SUPERVISION OF) A PROFESSIONAL ENGINEER WHO SHALL BE SEALING THE AFOREMENTIONED SYSTEM DRAWINGS. THE SUBMITTAL SHALL BE SENT TO ALL AUTHORITIES HAVING JURISDICTION FOR REVIEW AND APPROVAL. SYSTEM SHALL ALSO BE IN COMPLIANCE WITH ALL REQUIRED PLUMBING CODES. J. ALL EXPENSES CARRIED BY THE A/E IN TROUBLESHOOTING SYSTEM(S) PROBLEMS CAUSED BY INADEQUATE WORKMANSHIP, LACK OF TECHNICAL EXPERTISE OR OTHER FORMS OF POOR PERFORMANCE ON THE PART OF A CONTRACTOR, SHALL BE BORN BY THAT CONTRACTOR. K. PROVIDE FIRE STOP / SEALANT AT ALL PIPE PENETRATIONS THROUGHOUT FIRE RATED WALLS. REVIEW ARCHITECTURAL PLANS PRIOR TO BIDDING AND INDICATE FIRE-RATED PENETRATION LOCATIONS ON SPRINKLER LAYOUT SUBMITTAL. L. FIRE PROTECTION CONTRACTOR SHALL FURNISH AND INSTALL ARMOVER SUPPORTS FOR ALL END OF LINE BRANCH LINES PER NFPA-13, SECTION: 9.2.3.4. REFER TO A.9.2.3.4.3(B) FOR ACCEPTABLE. M. ALL DROPS TO SPRINKLER HEADS SHALL TEE / ELBOW OFF TOP OF BRANCH PIPE, EXCEPT WHERE STRUCTURAL, ARCHITECTURAL OR MECHANICAL EQUIPMENT CONDITIONS PRECLUDE CONVENTIONAL INSTALLATION. N. THE CONTRACTOR SHALL VERIFY THE EXACT EXISTING CONDITIONS, INCLUDING ANY PERCEIVED CONCEALED SPACES, AND THE BUILDING TYPE AND CONSTRUCTION AS OUTLINED IN THE INTERNATIONAL BUILDING CODE, PRIOR TO THE START OF WORK. REFER TO THE INTERNATIONAL BUILDING CODE, ESPECIALLY CHAPTERS 6 (TYPES OF CONSTRUCTION) AND CHAPTER 9 (FIRE PROTECTION SYSTEMS), NFPA 13, AND THE PROJECT SPECIFICATIONS FOR OTHER FIRE PROTECTION REQUIREMENTS. FIRE PROTECTION BUILDING AND OCCUPANT SAFETY FOR THE INTERRUPTION OF FIRE PROTECTION SERVICE DATE: DRAWN: REVIEWED: SHEET TITLE: SHEET NUMBER: PROJECT NO.: PROJECT: ISSUE: # DATE: DESCRIPTION: NOT FOR CONSTRUCTION DESIGNED: 4/7/2020 10:16:29 AM P0.1 GENERAL INFORMATION BAJ CRF 0200100.04 Downtown Transit Center - Restroom Upgrades City of Fort Collins 250 N. Mason St, Fort Collins, CO 04.08.2020 JMB 90% CD 22x10 R 18"ø 16"ø 10"ø 12x8 S 265 12x8 S 265 ON ROOF 1 6"ø S 50 22x10 R 8"ø S 230 18"ø 16"ø 10"ø 12x8 S 265 12x8 S 265 36" MAX. 36" MAX. 36" MAX. 36" MAX. FLEXFLOW ELBOW AS MANUFACTURED BY THERMAFLEX SHEET METAL PLENUM MANUAL VOLUME DAMPER (TYP) BRANCH DUCT "SPIN-IN" TAKEOFF (TYP) SUPPLY AIR TRUNK DUCT APPLICATION NOTES: 1. FLEXIBLE DUCTWORK IS INTENDED FOR THE SOLE PURPOSE OF DIFFUSER ALIGNMENT. 2. UNDER NO CIRCUMSTANCE WILL THE USE OF FLEXIBLE DUCT BE ALLOWED IN NEGATIVE PRESSURE APPLICATIONS. 3. FLEXIBLE DUCTWORK MAY BE INSTALLED ONLY ABOVE ACCESSIBLE CEILINGS. TOP TAKEOFF SIDE TAKEOFF - ROUND BOTTOM TAKEOFF 36" MAX. 36" MAX. DESIGNER'S NOTE: FLEXFLOW ELBOW SUPPORT AND SHEET METAL PLENUM NOT ALLOWABLE ON ALL PROJECTS 36" MAX. 4" MIN. SIDE TAKEOFF - ROUND CONDUIT TO WIRING POST BY EC DAMPER BY FAN MANUFACTURER DISCONNECT BY FAN MANUFACTURER WITHIN HOUSING PREFABRICATED ROOF CURB REMOVABLE, SPUN ALUMINUM HOUSING NON-FERROUS BIRD SCREEN WIRING POST SHEET METAL PLENUM. SEAL LOWER 6 INCHES WATERTIGHT. BRANCH DUCT ROOF SYSTEM - REFER TO ARCHITECTURAL DETAILS DATE: DRAWN: REVIEWED: SHEET TITLE: SHEET NUMBER: PROJECT NO.: PROJECT: ISSUE: # DATE: DESCRIPTION: NOT FOR CONSTRUCTION DESIGNED: 4/7/2020 5:34:49 PM M1.1 DEMO AND NEW FLOORPLAN, NOTES, AND DETAILS BAJ CRF 0200100.04 Downtown Transit Center - Restroom Upgrades City of Fort Collins 250 N. Mason St, Fort Collins, CO 04.08.2020 BEB 90% CD 0 2 4 8 NORTH TRUE K. MECHANICAL SYSTEMS HAVE BEEN DESIGNED BASED UPON THE 2018 INTERNATIONAL MECHANICAL CODE, 2018 INTERNATIONAL ENERGY CONSERVATION CODE. J. DO NOT INSULATE EXPOSED SPIRAL DUCT AND EXHAUST DUCT UNLESS OTHERWISE NOTED. I. INSTALL DUCTS, UNLESS OTHERWISE INDICATED, VERTICALLY AND HORIZONTALLY, PARALLEL AND PERPENDICULAR TO BUILDING LINES; AVOID DIAGONAL RUNS UNLESS SPECIFICALLY INDICATED ON DRAWINGS. H. COORDINATE SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCT AND PIPE PENETRATIONS THROUGH WALLS, FLOORS, AND ROOFS, WITH CONTRACTOR RESPONSIBLE FOR ROUGH FRAMING. COORDINATE LOCATION OF AIR INTAKES WITH EXHAUST AND PLUMBING VENTS SO THAT INTAKES ARE A MINIMUM OF 10 FEET FROM EXHAUST OPENINGS OR PLUMBING VENTS. G. FABRICATE RECTANGULAR DUCTS, ELBOWS, TRANSITIONS, OFFSETS, BRANCH CONNECTIONS, AND OTHER CONSTRUCTION WITH GALVANIZED, SHEET STEEL, ACCORDING TO SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS--METAL AND FLEXIBLE." COMPLY WITH REQUIREMENTS FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE-ROD APPLICATIONS, AND JOINT TYPES AND INTERVALS. F. COMPLY WITH NFPA 90B, "INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS," UNLESS OTHERWISE INDICATED. E. COMPLY WITH NFPA 90A, "INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS," UNLESS OTHERWISE INDICATED. D. INSTALL EQUIPMENT LEVEL AND PLUMB, PARALLEL AND PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS. C. FINAL TEST AND BALANCE REPORT SHALL BE SUBMITTED FOR APPROVAL. B. ALL EXTERIOR WALL AND ROOF PENETRATIONS SHALL BE SEALED WATER TIGHT. A. ALL DUCTWORK IS SHOWN IN SCHEMATIC FORM. PROVIDE OFFSETS AS REQUIRED TO MEET SPACE REQUIREMENTS AND TO AVOID INTERFERENCE WITH OTHER TRADES AND FIELD CONDITIONS. EXACT LOCATION OF THE DUCTWORK MAY VARY ACCORDING TO THE COORDINATED SPACE REQUIREMENTS. EACH TRADE SHALL BE RESPONSIBLE FOR COORDINATION WITH OTHER TRADES. GENERAL NOTES SCALE: 1/4" = 1'-0" 2 VENTILATION PLAN KEYNOTES # 1 RETURN GRILLE OPEN TO SPACE ABOVE. 2 8x8 EXHAUST DUCT UP TO EF-10 ON ROOF. SCALE: 1/4" = 1'-0" 1 MECHANICAL DEMOLITION PLAN KEY PLAN SCALE: NOT TO SCALE 3 FLEXIBLE DUCT CONNECTIONS SCALE: NOT TO SCALE 4 DOWNFLOW ROOF EXHAUST FAN CWWATER DOMESTIC COLD CWP CONDENSER WATER PUMP CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY DC DRY COOLER DN DOWN DP DIFFERENTIAL PRESSURE DS DUCT SILENCER EA EXHAUST AIR EBB ELECTRIC BASEBOARD HEATER EF EXHAUST FAN EG EXHAUST GRILLE (LESS DAMPER) EHC ELECTRIC HEATING COIL EL ELEVATION ER EXHAUST REGISTER ERV ENERGY RECOVERY VENTILATOR ET EXPANSION TANK FA FRESH AIR FD FIRE DAMPER FDC FLEXIBLE DUCT CONNECTION FFA FROM FLOOR ABOVE FFB FROM FLOOR BELOW FPC FLEXIBLE PIPE CONNECTION FPT FAN POWERED AIR TERMINAL FT FINNED TUBE RADIATION GF GAS FURNACE GIH GRAVITY INTAKE HOOD GPM GALLONS PER MINUTE GR GLYCOL RETURN GS GLYCOL SUPPLY GUH GAS UNIT HEATER HU HUMIDIFIER HC HEATING COIL HCWR DUAL TEMPERATURE RETURN HCWS DUAL TEMPERATURE SUPPLY HP HEAT PUMP HPR HIGH PRESSURE STEAM RETURN HPS HIGH PRESSURE STEAM SUPPLY HRC HEAT RECOVERY COIL HS HUMIDITY SENSOR HWP HOT WATER PUMP HWR HOT WATER RETURN LOW PRESSURE STEAM SUPPLY LOW PRESSURE STEAM RETURN KITCHEN HOOD - COMMERCIAL HEAT EXCHANGER HOT WATER SUPPLY LPS LPR KH HX HWS THOUSANDS OF BTU PER HOUR MOTORIZED DAMPER MAKEUP AIR UNIT MIXED AIR MBH MD MAU MA OBD OPPOSED BLADE DAMPER P PUMP PBD PARALLEL BLADE DAMPER PRV PRESSURE RELIEF VALVE PS PRESSURE SWITCH PSI POUNDS PER SQUARE INCH PTAC RA RETURN AIR RF RETURN AIR FAN RG RETURN GRILLE (LESS DAMPER) RH ROOF HOOD RHC REHEAT COIL RLFA RELIEF AIR RPZ REDUCED PRESSURE BFP RR RETURN REGISTER (WITH DAMPER) RTU ROOFTOP AIR HANDLING UNIT SA SUPPLY AIR SAS SELF-ACTING SHUTTER SD SUPPLY DIFFUSER/SMOKE DAMPER SF SUPPLY FAN / SQUARE FOOT SFD SMOKE/FIRE DAMPER SG SUPPLY GRILLE SR SUPPLY REGISTER TCAC TEMP. CONTROL AIR COMPRESSOR TCAD TEMP. CONTROL AIR DRYER TDV TRIPLE DUTY VALVE TFA TO FLOOR ABOVE TFB TO FLOOR BELOW TOD TOP OF DUCT TOP TOP OF PIPE UC UNIT COOLER UFD UNDERFLOOR DUCT UH UNIT HEATER UV UNIT VENTILATOR VAV VARIABLE AIR VOLUME TERMINAL VD VOLUME DAMPER VFD VARIABLE FREQUENCY DRIVE AUTOMATIC AIR VENT TEMPERATURE SENSOR/SWITCH PRESSURE GAUGE THERMOMETER PIPE ANCHOR PIPE GUIDES MANUAL AIR VENT FLOW SENSOR/SWITCH PIPE EXPANSION JOINT PIPE UNION CONCENTRIC REDUCER ECCENTRIC REDUCER WYE STRAINER WYE STRAINER W/DRAIN VALVE DIRECTION OF FLOW STEAM BUCKET TRAP STEAM F&T TRAP BACKFLOW PREVENTER PIPE TURNING UP PIPE TURNING DOWN TEE OFF TOP TEE OFF BOTTOM PIPE TEE PIPE CAP PLAN 90 DEGREE ELBOW PLAN 45 DEGREE ELBOW PIPING SYSTEM (SOLID LINE) PIPING SYSTEM (DASHED LINE) MOTORIZED SHUTTER NOT TO SCALE MS NTS GENERAL HYDRONIC VENTILATION GENERAL NOTES COMMON REQUIREMENTS PIPING SYSTEM REQUIREMENTS DEMOLITION DESIGN CONDITIONS DUCTWORK REQUIREMENTS UFT UNDERFLOOR FAN TERMINAL HRV HEAT RECOVERY VENTILATOR (SENSIBLE) EUH ELECTRIC UNIT HEATER ESP EXTERNAL STATIC PRESSURE ISP INTERNAL STATIC PRESSURE TSP TOTAL STATIC PRESSURE PUMP PC PLUMBING CONTRACTOR EC ELECTRICAL CONTRACTOR GC GENERAL CONTRACTOR FLEXIBLE PIPE CONNECTOR FCU FAN COIL UNIT AL ALUMINUM VRP VERTICAL RADIANT PANEL WAC WINDOW / WALL AIR CONDITIONER DAC DOOR AIR CURTAIN DH DEHUMIDIFIER DOAS DEDICATED OUTDOOR AIR SYSTEM DSU DUCTLESS SPLIT UNIT DX DX COOLING COIL ERP ELECTRIC RADIANT PANEL GRH GAS RADIANT HEATER L LOUVER PDH POOL ROOM DEHUMIDIFIER PACKAGED TERMINAL AIR CONDITIONER RP RADIANT PANEL S1 12x12 250 EXISTING EQUIPMENT TYPE EQUIPMENT MARK SHEET # DETAIL # AIRFLOW IN CFM THROAT SIZE MECHANICAL EQUIPMENT TAG AIR TERMINAL DESIGNATION KEYNOTE DETAIL OR SECTION MARK POINT OF NEW CONNECTION CAP EXISTING PIPE OR DUCT BOLD TEXT INDICATES PROPOSED ITEM ITALIC TEXT INDICATES EXISTING ITEM NEW ## # # PRESSURE/TEMPERATURE PLUG AHU-1 GUARD LOCKABLE GUARD WHERE INDICATED EQUIPMENT TO BE CONTROLLED GUARD TEMP HUMID CO ELEMENT TO BE MONITORED LOCKABLE GUARD WHERE INDICATED HUMIDISTAT THERMOSTAT SENSOR SUPPLY DIFFUSER/REGISTER RETURN REGISTER/GRILLE EXHAUST REGISTER/GRILLE DIFFUSER AIRFLOW PATTERN IF OTHER THAN 4-WAY BLOW FLEXIBLE BRANCH RUNOUT TO SUPPLY DIFFUSER, 36" MAX LENGTH CEILING RETURN REGISTER WITH LINED DUCT FOR SOUND ATTENUATION OPEN TO CEILING PLENUM FLEXIBLE DUCT CONNECTION TO EQUIPMENT OR BETWEEN DUCTS VOLUME DAMPER MOTORIZED DAMPER FIRE DAMPER SMOKE DAMPER COMBINATION FIRE/SMOKE DAMPER SUPPLY AIR DUCT TOWARDS SUPPLY AIR DUCT AWAY RETURN/OUTDOOR AIR DUCT TOWARDS RETURN/OUTDOOR AIR DUCT AWAY TRANSFER AIR A. THIS FACILITY HAS BEEN DESIGNATED A "SMOKE-FREE" ENVIRONMENT. NO MECHANICAL VENTILATION PROVISIONS HAVE BEEN MADE TO ACCOMMODATE TOBACCO USAGE BY THE BUILDING OCCUPANTS B. ALL MECHANICAL SYSTEMS SHALL BE INSTALLED TO THE SATISFACTION OF THE LOCAL CODE AUTHORITIES HAVING JURISDICTION A. INSTALL EQUIPMENT TO ALLOW MAXIMUM POSSIBLE HEADROOM UNLESS SPECIFIC MOUNTING HEIGHTS ARE INDICATED B. INSTALL EQUIPMENT LEVEL AND PLUMB, PARALLEL AND PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS IN EXPOSED INTERIOR SPACES, UNLESS OTHERWISE INDICATED C. INSTALL HVAC EQUIPMENT TO FACILITATE SERVICE, MAINTENANCE, AND REPAIR OR REPLACEMENT OF COMPONENTS. CONNECT EQUIPMENT FOR EASE OF REMOVAL, WITH MINIMUM INTERFERENCE TO OTHER INSTALLATIONS D. ALL MECHANICAL EQUIPMENT WITH THE EXCEPTION OF AIR HANDLING UNITS, SUPPORTED FROM FLOOR STRUCTURE SHALL BE MOUNTED ON 4" THICK CONCRETE HOUSEKEEPING PADS UNLESS NOTED OTHERWISE. AIR-HANDLING UNITS SHALL BE MOUNTED ON 6" THICK CONCRETE HOUSEKEEPING PADS TO ACCOMMODATE PROPER TRAPPING OF THE CONDENSATE DRAIN E. AIR FILTERS SHALL BE REPLACED IN ALL AIR HANDLING EQUIPMENT EMPLOYING SUCH PRIOR TO FINAL COMPLETION AND OWNER OCCUPANCY F. THE INSTALLING CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL MECHANICAL EQUIPMENT PUT INTO OPERATION PRIOR TO THE INSTALLATION OF A WORKING CONTROL SYSTEM, TESTING, AND BALANCING, AND SUBSTANTIAL COMPLETION. ALL RETURN AND EXHAUST DUCT OPENINGS SHALL BE COVERED WITH ROLL TYPE FILTER MEDIA DURING SUCH TEMPORARY OPERATION. OPERATION OF THE MECHANICAL EQUIPMENT PRIOR TO FINAL COMPLETION SHALL NOT IMPACT THE EQUIPMENT WARRANTY. MINIMUM 1-YEAR FROM SUBSTANTIAL COMPLETION UNLESS SPECIFIED OTHERWISE G. PROVIDE FLEXIBLE DUCT CONNECTION BETWEEN MOTOR DRIVEN MECHANICAL UNITS AND SHEET METAL SUPPLY, OUTDOOR AIR, EXHAUST, AND/OR RETURN AIR DUCTWORK CONNECTIONS H. PROVIDE FLEXIBLE PIPE CONNECTION BETWEEN MOTOR DRIVEN MECHANICAL UNITS AND CONNECTING PIPING I. BASIS OF DESIGN MECHANICAL EQUIPMENT IS AS SCHEDULED ON THE DRAWINGS. INSTALLING CONTRACTOR ASSUMES RESPONSIBILITY FOR COORDINATING PHYSICAL SPACE REQUIREMENTS OF EQUIVALENT CAPACITY MECHANICAL EQUIPMENT DEEMED ACCEPTABLE BY THE ENGINEER J. MECHANICAL EQUIPMENT FACTORY FINISH DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION PRIOR TO FINAL ACCEPTANCE A. DUCTWORK IS SHOWN IN SCHEMATIC FORM. ALL REQUIRED DUCT RISERS AND DROPS TO ALLOW GENERAL ROUTING DEPICTED MAY NOT BE SHOWN. PROVIDE OFFSETS AS REQUIRED TO MEET SPACE REQUIREMENTS AND TO AVOID INTERFERENCE WITH OTHER TRADES AND FIELD CONDITIONS. EXACT LOCATION OF THE DUCTWORK MAY VARY ACCORDING TO THE COORDINATED SPACE REQUIREMENTS. EACH TRADE SHALL BE TOTALLY RESPONSIBLE FOR COORDINATION WITH OTHER TRADES. NOTIFY ENGINEER OF CONDITIONS REPRESENTING SIGNIFICANT CHANGES TO THE DESIGNED ROUTING B. COMPLY WITH NFPA 90A, "INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS," UNLESS OTHERWISE INDICATED C. COMPLY WITH NFPA 90B, "INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS," UNLESS OTHERWISE INDICATED D. FABRICATE RECTANGULAR DUCTS, ELBOWS, TRANSITIONS, OFFSETS, BRANCH CONNECTIONS, AND OTHER CONSTRUCTION WITH GALVANIZED, SHEET STEEL, ACCORDING TO SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS--METAL AND FLEXIBLE." COMPLY WITH REQUIREMENTS FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE-ROD APPLICATIONS, AND JOINT TYPES AND INTERVALS E. COORDINATE SIZE, QUANTITY, AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCT AND PIPE PENETRATIONS THROUGH WALLS, FLOORS, AND ROOFS, WITH CONTRACTOR RESPONSIBLE FOR ROUGH FRAMING. COORDINATE LOCATION OF AIR INTAKES WITH EXHAUST AND PLUMBING VENTS SO THAT INTAKES ARE A MINIMUM OF 10 FEET FROM EXHAUST OPENINGS OR PLUMBING VENTS F. INSTALL DUCTS IN LONGEST LENGTH POSSIBLE AND FEWEST POSSIBLE JOINTS. INSTALL FABRICATED FITTINGS FOR CHANGES IN DIRECTIONS, CHANGES IN SIZE AND SHAPE, AND CONNECTIONS G. INSTALL DUCTS, UNLESS OTHERWISE INDICATED, VERTICALLY AND HORIZONTALLY, PARALLEL AND PERPENDICULAR TO BUILDING LINES; AVOID DIAGONAL RUNS UNLESS SPECIFICALLY INDICATED ON DRAWINGS H. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF CEILING MOUNTED DEVICES. COORDINATE MECHANICAL CEILING DEVICES SUCH AS DIFFUSERS AND REGISTERS WITH LIGHT FIXTURES, SPEAKERS, SPRINKLER HEADS, ETC. I. ELECTRICAL EQUIPMENT SPACES: ROUTE DUCTWORK TO AVOID PASSING THROUGH TRANSFORMER VAULTS AND ELECTRICAL EQUIPMENT SPACES AND ENCLOSURES. AVOID ROUTING DUCTWORK DIRECTLY ABOVE ELECTRICAL EQUIPMENT UNLESS SPECIFICALLY INDICATED ON THE MECHANICAL DRAWINGS J. NON-FIRE-RATED PARTITION PENETRATIONS: WHERE DUCTS PASS THROUGH INTERIOR PARTITIONS AND ARE EXPOSED TO VIEW IN MECHANICAL ROOMS, CONCEAL SPACE BETWEEN CONSTRUCTION OPENING AND DUCT OR DUCT INSULATION WITH SHEET METAL FLANGES OF SAME METAL THICKNESS AS DUCT. OVERLAP OPENING ON FOUR SIDES BY AT LEAST 1-1/2 INCHES UNLESS INDICATED OTHERWISE K. FIRE-RATED PARTITION PENETRATIONS: WHERE DUCTS PASS THROUGH INTERIOR PARTITIONS, INSTALL APPROPRIATELY RATED FIRE DAMPER. FIRE DAMPER INSTALLATION MUST STRICTLY ADHERE TO MANUFACTURER'S WRITTEN INSTRUCTIONS L. PROVIDE MANUAL VOLUME-CONTROL BALANCING DAMPER AT ALL BRANCH DUCTS AND AT ALL OTHER LOCATIONS REQUIRED FOR A COMPLETE AND BALANCEABLE AIR DISTRIBUTION SYSTEM M. BALANCE ENTIRE AIR DISTRIBUTION SYSTEM TO AIRFLOW QUANTITIES INDICATED ON MECHANICAL DRAWINGS N. FLEXIBLE DUCTWORK SHALL BE ALLOWED ONLY IN POSITIVE PRESSURE APPLICATIONS AT SUPPLY BRANCH RUNOUTS TO DIFFUSERS ABOVE ACCESSIBLE CEILINGS. FLEXIBLE DUCTWORK SHALL NOT EXCEED 36" IN LENGTH. 90 DEGREE TURNS SHALL ONLY BE ALLOWED IF RETAINING BANDS EQUAL TO THERMAFLEX "FLEX-FLOW" ARE EMPLOYED. UNDER NO CIRCUMSTANCES SHALL FLEXIBLE DUCTWORK BE ALLOWED IN NEGATIVE PRESSURE APPLICATIONS A. VERIFY EXACT SIZE AND LOCATION OF EXISTING UTILITIES PRIOR TO START OF DEMOLITION WORK B. RELOCATE, REMOVE, AND ADJUST ALL MECHANICAL AND ELECTRICAL ITEMS AS REQUIRED TO ACCOMPLISH SCOPE OF NEW WORK C. EXISTING MECHANICAL ITEMS ARE SHOWN IN SCHEMATIC FORM BASED UPON EXISTING CONSTRUCTION DOCUMENTS AND/OR FIELD INVESTIGATION D. REMOVE EXISTING PIPING AND DUCTWORK BACK TO LAST ACTIVE SERVICE AND CAP E. FIXTURES AND EQUIPMENT INDICATED TO BE REUSED OR SALVAGED SHALL REMAIN THE PROPERTY OF THE OWNER AND BE STORED IN A LOCATION AS DIRECTED BY OWNER'S REPRESENTATIVE F. IN LOCATIONS WHERE EXISTING CONSTRUCTION IS REMOVED AND NO ADDITIONAL CONSTRUCTION IS INDICATED, PATCH EXISTING CONSTRUCTION TO MATCH ADJACENT SURFACES AND FINISHES G. CONNECTIONS TO, AND SHUTDOWNS OF, EXISTING SYSTEMS SHALL BE COORDINATED WITH OWNER'S REPRESENTATIVE TO ALLOW MINIMUM INTERFERENCE WITH OWNER'S OPERATION AND DOWNTIME OF EXISTING UTILITIES. CONTRACTOR SHALL SUBMIT TO OWNER FOR REVIEW AND APPROVAL THE PROPOSED PHASING PLAN FOR CONNECTING NEW SERVICES TO EXISTING A. DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION AND ARRANGEMENT OF PIPING SYSTEMS. INDICATED LOCATIONS AND ARRANGEMENTS WERE USED TO SIZE PIPE AND CALCULATE FRICTION LOSS, EXPANSION, PUMP SIZING, AND OTHER DESIGN CONSIDERATIONS. INSTALL PIPING AS INDICATED UNLESS DEVIATIONS TO LAYOUT ARE APPROVED BY ENGINEER B. DELIVER PIPES AND TUBES WITH FACTORY-APPLIED END CAPS. MAINTAIN END CAPS THROUGH SHIPPING, STORAGE, AND HANDLING TO PREVENT PIPE END DAMAGE AND TO PREVENT ENTRANCE OF DIRT, DEBRIS, AND MOISTURE C. COORDINATE PIPE ROUTINGS, CHASES, AND OPENINGS IN BUILDING STRUCTURE WITH ALL TRADES DURING PROGRESS OF CONSTRUCTION. COORDINATE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SET SLEEVES IN POURED-IN-PLACE CONCRETE AND OTHER STRUCTURAL COMPONENTS AS THEY ARE CONSTRUCTED D. INSTALL PIPING IN CONCEALED LOCATIONS, UNLESS OTHERWISE INDICATED AND EXCEPT IN EQUIPMENT ROOMS AND SERVICE AREAS. INSTALL PIPING INDICATED TO BE EXPOSED AND PIPING IN EQUIPMENT ROOMS AND SERVICE AREAS AT RIGHT ANGLES OR PARALLEL TO BUILDING WALLS. DIAGONAL RUNS ARE PROHIBITED UNLESS SPECIFICALLY INDICATED OTHERWISE E. INSTALL PIPING ABOVE ACCESSIBLE CEILINGS TO ALLOW SUFFICIENT SPACE FOR CEILING PANEL REMOVAL F. INSTALL PIPING TO PERMIT VALVE SERVICING G. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS H. INSTALL PIPING TO ALLOW APPLICATION OF INSULATION I. INSTALL ESCUTCHEONS FOR PENETRATIONS OF FINISHED WALLS, CEILINGS, AND FLOORS J. SLEEVES ARE NOT REQUIRED FOR CORE-DRILLED HOLES. K. PERMANENT SLEEVES ARE NOT REQUIRED FOR HOLES FORMED BY REMOVABLE PE SLEEVES L. INSTALL SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS AND CONCRETE FLOOR AND ROOF SLABS M. UNDERGROUND, EXTERIOR-WALL PIPE PENETRATIONS: INSTALL CAST-IRON "WALL PIPES" FOR SLEEVES. SEAL PIPE PENETRATIONS USING MECHANICAL SLEEVE SEALS. SELECT SLEEVE SIZE TO ALLOW FOR 1-INCH ANNULAR CLEAR SPACE BETWEEN PIPE AND SLEEVE FOR INSTALLING MECHANICAL SLEEVE SEALS N. FIRE-BARRIER PENETRATIONS: MAINTAIN INDICATED FIRE RATING OF WALLS, PARTITIONS, CEILINGS, AND FLOORS AT PIPE PENETRATIONS. SEAL PIPE PENETRATIONS WITH FIRESTOP MATERIALS. O. VERIFY FINAL EQUIPMENT LOCATIONS FOR ROUGHING-IN. MECHANICAL EQUIPMENT INSTALLATION PRESSURE SENSOR/SWITCH EXHAUST AIR DUCT TOWARDS EXHAUST AIR DUCT AWAY TJ THROUGH JOISTS CHS CHILLED WATER SUPPLY CO2 3-WAY CONTROL VALVE ANGLE GATE VALVE ANGLE GLOBE VALVE BALANCING/SHUTOFF VALVE BALL VALVE BUTTERFLY VALVE CHECK VALVE CALIBRATED BALANCING VALVE CONTROL VALVE EXPANSION VALVE GATE VALVE GLOBE VALVE QUICK OPEN VALVE SAFETY RELIEF VALVE SOLENOID VALVE VACUUM RELIEF VALVE GAS COCK PLUG VALVE PRESSURE REDUCING VALVE (WATER) PRESSURE REGULATOR (GAS) PIPE SLOPE ARROW WALL SWITCH H S T CFM F P T 12x8Φ FLAT OVAL DUCT 12"ø ROUND DUCT 12x8 RECTANGULAR DUCT AHU 1 M METER MC MECHANICAL CONTRACTOR SYMBOLS LEGEND NOTE: NOT ALL SYMBOLS ARE USED IN CONSTRUCTION DOCUMENTS HVAC DESIGN LOAD CALCULATIONS ARE BASED ON THE FOLLOWING CLIMATE DATA: CITY AND STATE: FORT COLLINS WINTER OUTDOOR AMBIENT DB: -2.6 SUMMER OUTDOOR AMBIENT DB/WB: 90.1/60.9 MECHANICAL SYSTEMS HAVE BEEN DESIGNED BASED UPON THE 2018 INTERNATIONAL MECHANICAL CODE, 2018 INTERNATIONAL ENERGY CONSERVATION CODE, NATIONAL FIRE PROTECTION (NFPA) STANDARDS, AND ACCEPTED AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR-CONDITIONING ENGINEERS (ASHRAE) ACCEPTED STANDARDS AND PRACTICES ABBREVIATIONS LINE STYLE INDICATES DEMOLISHED ITEM DATE: DRAWN: REVIEWED: SHEET TITLE: SHEET NUMBER: PROJECT NO.: PROJECT: ISSUE: # DATE: DESCRIPTION: NOT FOR CONSTRUCTION DESIGNED: 4/8/2020 2:09:34 PM M0.1 GENERAL INFORMATION Drawn By Approver 0200100.04 Downtown Transit Center - Restroom Upgrades City of Fort Collins 250 N. Mason St, Fort Collins, CO 04.08.2020 Designer 90% CD 14,957A 1#2/0 X 13,649A DO NOT TERMINATE IG CONDUCTOR IN PANEL P1 (4#3, 1#8G, 1-1/4"C) (4#4/0, 1#4IG, 1#4G, 2-1/2"C) LIEBERT AVC SERIES OR APPROVED EQUAL LOAD SUMMARY: P2 EXISTING LOAD: 13400 VA LOAD REMOVED: 1260 VA NEW LOAD: 360 VA TOTAL LOAD: 12500 VA TOTAL LOAD: 34.72 A LOAD SUMMARY: P1 EXISTING LOAD: 101400 VA LOAD REMOVED (P2 AND P3): 1508 VA NEW LOAD (P2, P3, AND EF-10): 1040 VA TOTAL LOAD: 100932 VA TOTAL LOAD: 280.37 A LOAD SUMMARY: P3 EXISTING LOAD: 21800 VA LOAD REMOVED: 248 VA NEW LOAD: 152 VA TOTAL LOAD: 21704 VA TOTAL LOAD: 60.29 A DATE: DRAWN: REVIEWED: SHEET TITLE: SHEET NUMBER: PROJECT NO.: PROJECT: ISSUE: # DATE: DESCRIPTION: NOT FOR CONSTRUCTION DESIGNED: 4/8/2020 10:32:48 AM E1.1 ELECTRICAL PLANS JPG APC 0200100.04 Downtown Transit Center - Restroom Upgrades City of Fort Collins 250 N. MASON ST. FORT COLLINS, CO 04.08.2020 INM 90% CD 0 4 8 16 NORTH PLAN B. CONTRACTOR TO CONFIRM THAT ALL EXISTING CIRCUIT CONTINUITY IS MAINTAINED. A. EXISTING PANNEL/CIRCUIT NUMBERS SHOWN ARE BASED ON EXISTING DRAWINGS. CONTRACTOR TO CONFIRM THAT INFORMATION SHOWN ON DEMOLITION DRAWINGS ARE ACCURATE. GENERAL NOTES # SCALE: 1/4" = 1'-0" 2 LIGHTING PLAN KEYNOTES 1 THIS ROOM IS NOT IN SCOPE OF WORK. ALL EQUIPMENT AND FIXTURES ARE EXISTING TO REMAIN. 2 DEMOLISH ALL EXISTING ELECTRICAL EQUIPMENT AND LIGHTING FIXTURES IN THIS SPACE. SEE NEW WORK PLANS E1.1/1 AND E1.1/2 ON THIS SHEET. REUSE EXISTING CONDUCTORS AND CONDUITS WHERE APPROPRIATE. 3 MOUNT TYPE B FIXTURE HORIZONTALLY AND CENTERED ABOVE MIRROR. 4 CIRCUIT EF-10 TO P1-24. IF CIRCUIT IS NOT AVAILABLE, CIRCUIT TO OPEN SPACE OR 15A/1P SPARE AVAILABLE IN PANEL P1. SCALE: 1/4" = 1'-0" 1 POWER AND SYSTEMS PLAN SCALE: 1/4" = 1'-0" 3 ELECTRICAL DEMOLITION PLAN KEY PLAN SCALE: NOT TO SCALE 4 EXISTING ONE-LINE DIAGRAM (FOR REFERENCE ONLY) LUMINAIRE SCHEDULE TYPE MANUFACTURER CATALOG NUMBER LAMP DESCRIPTION VOLTAGE LOAD (VA) FINISH MOUNTING DESCRIPTION A PRESCOLITE LC8SL SERIES 3500K, 90+ CRI, LED 120 V 22 WHITE RECESSED 8" DOWNLIGHT, 0-10V DIMMING, 1000 LM B COLUMBIA LIGHTING CWM SERIES 3500K, LED 120 V 32 WHITE HORIZONTAL ABOVE MIRROR 4' VANITY LIGHT, 3240 LM, FROSTED RECTILINEAR LENS, FLAT ALUMINUM END CAPS, 0-10V DIMMING, WITH EMERGENCY BATTERY PACK. B. FOR APPROVAL OF FIXTURES FROM MANUFACTURERS OTHER THAN THOSE LISTED, PROPOSED FIXTURES SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER TEN BUSINESS DAYS PRIOR TO BID FOR REVIEW. FINAL DETERMINATION OF 'EQUAL' STATUS FOR BIDDING SHALL BE THE SOLE DETERMINATION OF THE ARCHITECT/ENGINEER. NOTES: A. REMOVE ALL FINGER PRINTS FROM LENSES, REFLECTORS, AND LOUVERS FOLLOWING LIGHT FIXTURE INSTALLATION. EQUIPMENT DATA SCHEDULE DESCRIPTION LOAD DATA DISCONNECT AT EQUIP. WIRE & CONDUIT REMARKS MARK EQUIPMENT FURNISHED BY INSTALLED BY LOCATION LOAD VOLTAGE PHASE DISC. TYPE DISC. SIZE FURNISHED BY INSTALLED BY EF 10 EXHAUST FAN MC MC ROOF 1/8 HP 120 1 SW -- EC EC 2#12, 1#12G, 3/4"C N. FIELD ADJUST ALL LUMINAIRES REQUIRING AIMING WITH THE OWNER PRESENT AND TO THEIR SATISFACTION. M. THE ELECTRICAL CONTRACTOR SHALL BE HELD FINANCIALLY RESPONSIBLE FOR ANY AND ALL COSTS OF THE ENGINEERS TIME REQUIRED TO REVIEW AND RESEARCH NON-SPECIFIED EQUIPMENT SUBMITTED FOR SUBSTITUTION BY THE ELECTRICAL CONTRACTOR. THESE COSTS SHALL BE AUTOMATICALLY INVOICED TO THE CONTRACTOR UNLESS SUCH SUBSTITUTIONS FOLLOW THE GUIDELINES FOR SUBSTITUTION AND ARE WITHIN THE PROPER TIME FRAME AS OUTLINED IN OTHER SECTIONS OF THIS SPECIFICATION. L. ALL LUMINAIRES WITH EMERGENCY BATTERIES SHALL HAVE THE BATTERY CHARGER CIRCUITED TO THE AMBIENT LIGHTING CIRCUIT IN THE SPACE BUT SHALL BE UNSWITCHED. IF THE LUMINAIRE IS INDICATED AS SWITCHED, ONLY THE LUMINAIRE SHALL BE CONTROLLED BY THE SWITCHED CONDUCTORS (BATTERY CHARGER SHALL REMAIN UNSWITCHED). K. FINISH OF ALL LIGHTING FIXTURES IS SUBJECT TO ARCHITECT'S APPROVAL. SUBMIT SAMPLES IF REQUESTED. J. ALL RECESSED LUMINAIRES IN HARD CEILINGS SHALL HAVE FEED-THRU JUNCTION BOXES. I. ALL LIGHT FIXTURES SHALL BE EQUIPPED WITH A GREEN GROUND WIRE BONDED TO THE HOUSING. 1. ALL PENETRATIONS OF FIRE-RESISTIVE FLOORS OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UNDERWRITERS' LABORATORIES LISTINGS FOR "THROUGH-PENETRATION FIRE STOP SYSTEMS." THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS, FURNISHED BY THE MANUFACTURER OF THE FIRE STOP MATERIAL, WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING AND SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. THESE FINAL AND APPROVED DRAWINGS SHALL BE READILY AVAILABLE TO THE LOCAL INSPECTORS AT ALL TIMES AT THE PROJECT SITE. H. REFER TO ARCHITECTURAL PLANS TO CONFIRM ALL FIRE-RATED CEILINGS AND WALLS. G. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ACTUAL LAYOUT OF LIGHT FIXTURES AND CEILING TYPES. VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. F. DRAWINGS SHOW EXISTING CONDITIONS OF THE SITE. AN ATTEMPT HAS BEEN MADE TO SHOW EXISTING BUILDING, SITE DETAILS, ETC., BUT ACCURACY CANNOT BE GUARANTEED. VERIFY EXACT LOCATIONS OF ALL CIRCUITS, CONDUITS, PIPING, EQUIPMENT, ETC. VERIFY ALL SITE AND BUILDING DETAILS. E. GROUT AND SEAL ALL CONDUIT PENETRATIONS OF WALLS AND FLOOR SLABS TO PRESERVE FIRE RATING AND WATERTIGHT INTEGRITY. D. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY, COORDINATE AND CONFIRM WITH THE MECHANICAL AND PLUMBING CONTRACTOR THE EXACT LOCATIONS AND FEED REQUIREMENTS OF ALL EQUIPMENT NEEDING AN ELECTRICAL CONNECTION. C. SEE MECHANICAL/PLUMBING DRAWINGS FOR ELECTRICAL REQUIREMENTS OF ALL MECHANICAL/PLUMBING EQUIPMENT, FOR WIRING AND CONTROL DIAGRAMS, AND FOR EXACT LOCATION OF EQUIPMENT. B. PRIOR TO ROUGH-IN AND FINAL CONNECTION, VERIFY ELECTRICAL REQUIREMENTS AND EXACT LOCATION OF EQUIPMENT BEING PROVIDED BY OTHER TRADES. REFERENCE ENTIRE SET OF CONSTRUCTION DOCUMENTS AS WELL AS FINALIZED SHOP DRAWINGS. A. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, ELEVATIONS, AND BUILDING DETAILS. VERIFY LOCATION OF ALL WALL OUTLETS, SWITCHES, ETC., WITH ARCHITECTURAL DRAWINGS AND ACTUAL CONDITIONS. COMMON REQUIREMENTS: I. EXISTING LOW VOLTAGE WIRING WHICH WILL NOT BE MADE OBSOLETE AND WHICH WILL BE DISTURBED DUE TO CONSTRUCTION CHANGES REQUIRED BY THIS CONTRACT SHALL BE RESTORED TO CONDITION, OR POSITION, AS REQUIRED. PROPERLY RE-SECURE CABLE IN CHASES, CRAWL SPACES, TUNNELS, AND CEILING SPACES AS REQUIRED BY NEC. IN SOME CASES IT MAY BE NECESSARY TO ADD SUPPORTING HARDWARE TO ACCOMPLISH THIS REQUIREMENT. H. ALL ELECTRICAL CONNECTIONS REQUIRING AN OUTAGE SHALL BE MADE DURING AN APPROVED TIME LIMIT. CHANGEOVERS SHALL BE AS SHORT A DURATION AS POSSIBLE AND SHALL NOT INTERFERE WITH NORMAL OPERATION OF THE OWNER'S FACILITIES. NOTICE SHALL BE REQUIRED IN ADVANCE OF A SHUTDOWN OF ANY ELECTRICAL CIRCUIT FOR CHANGEOVER, AND SUCH A CHANGEOVER SHALL BE DONE DURING HOURS AS DIRECTED BY OWNER. WORK SHALL BE SCHEDULED SO THAT AT NO TIME WILL ANY EMERGENCY FEEDER, CIRCUIT, OR FIRE ALARM ZONE BE OUT OF SERVICE. PROVIDE NECESSARY TEMPORARY FEEDERS TO ACCOMPLISH THIS REQUIREMENT. G. EXAMINE ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS AND SPECIFICATIONS TO DETERMINE THE SEQUENCE OF CONSTRUCTION THROUGHOUT THE PROJECT, INCLUDING EXISTING, TEMPORARY, REMODELED AND NEW AREAS. F. ALL TEMPORARY AND REMODELING WORK SHALL BE CONSIDERED A PART OF THIS CONTRACT AND NO EXTRA CHARGES WILL BE ALLOWED. THIS SHALL INCLUDE MINOR ITEMS OF MATERIAL OR EQUIPMENT NECESSARY TO MEET THE REQUIREMENTS AND INTENT OF THE PROJECT. E. THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRED PATCHING, PLASTERING, PAINTING AND/OR OTHER REPAIR DUE TO THE INSTALLATION OF ELECTRICAL WORK UNDER THE TERMS OF THIS SPECIFICATION. CLOSE ALL OPENINGS, REPAIR ALL SURFACES, ETC., AS REQUIRED. THE CONTRACTOR SHALL EMPLOY QUALIFIED AND EXPERIENCED WORKMEN FOR THIS WORK. ALL RESTORATION WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT AND/OR THE OWNER. D. OUTLETS FROM WHICH FIXTURES, SWITCHES, RECEPTACLES, AND/OR OTHER ELECTRICAL DEVICES ARE MOVED AND WHICH ARE NOT REPLACED OR REUSED SHALL BE REMOVED OR, IF IT IS NOT POSSIBLE TO REMOVE, PLACE A BLANK COVER ON THE OUTLET BOX. WHERE OUTLETS, BOXES, ETC., ARE COMPLETELY REMOVED, THE CONTRACTOR SHALL CUT OFF CONDUITS AND REMOVE WIRING. C. EXISTING ELECTRICAL WIRING WHICH WILL NOT BE MADE OBSOLETE AND WHICH WILL BE DISTURBED DUE TO CONSTRUCTION CHANGES REQUIRED BY THIS CONTRACT SHALL BE RESTORED TO OPERATING CONDITION, AS REQUIRED AND/OR DIRECTED. WHERE REQUIRED, SHOWN AND/OR DIRECTED, OUTLETS AND CONDUIT RUNS SHALL BE RELOCATED. IN SOME CASES IT MAY BE NECESSARY TO EXTEND CONDUITS AND PULL IN NEW WIRING OR INSTALL JUNCTION BOXES AND SPLICE IN NEW WIRING OR REPLACE OLD WIRING WITH NEW. B. BRANCH CIRCUITS SHALL BE REUSED WHERE PRACTICAL AND SHALL, IN ADDITION, BE REMODELED AS REQUIRED. THE CONTRACTOR SHALL CONCEAL ALL WORK WHERE POSSIBLE. WHERE EXPOSED WORK IS REQUIRED IN FINISHED AREAS, THE CONTRACTOR SHALL USE WIREMOLD RACEWAY WITH #500 BEING THE MINIMUM SIZE ACCEPTABLE. A. CERTAIN RENOVATION OF ELECTRICAL FACILITIES WILL BE REQUIRED IN THE EXISTING BUILDING. EXISTING CONDUIT RUNS ARE GENERALLY NOT SHOWN, ALTHOUGH A FULL ATTEMPT HAS BEEN MADE TO SHOW SOME EXISTING CONDITIONS, OF WHICH INFORMATION HAS BEEN TAKEN FROM EXISTING RECORD DRAWINGS OF THIS PROJECT. THE DRAWINGS SHOWING LOCATION OF EXISTING EQUIPMENT, OUTLETS, FIXTURES, ETC., IN EXISTING AREAS ARE APPROXIMATE ONLY (FIELD VERIFY). RENOVATION NOTES: H. EXISTING EQUIPMENT NOT IMPLICITLY SHOWN ON THE DRAWINGS IS INTENDED TO BE "EXISTING TO REMAIN UNCHANGED", UNLESS NOTED OTHERWISE. 6. REMOVAL OF FEEDER CONDUIT IF FOUND TO BE UNSALVAGEABLE BY ARCHITECT, ENGINEER OR OWNER'S REPRESENTATIVE. 5. CAPPING OF FEEDER CONDUIT AT 6" ABOVE OR BELOW FLOOR/CEILING AS REQUIRED AND MARKING LOCATION OF POINT OF FEED WITH AN ENGRAVED BRASS TAG. 4. PATCHING OF WALLS, FLOORS AND CEILINGS PER ARCHITECT'S INSTRUCTIONS. 3. REMOVAL OF ALL FITTINGS, SUPPORTS, BRACKETS, ETC. 2. REMOVAL OR RE-CIRCUITING OF ALL BRANCH CIRCUITING. 1. REMOVAL OF FEEDER FROM EQUIPMENT TO POINT OF FEED. G. WORK REQUIRED FOR EXISTING EQUIPMENT NOTED AS "EXISTING TO BE REMOVED" SHALL INCLUDE: F. MAKE AS-BUILTS WITH NEW TYPED DIRECTORIES FOR ALL PANELBOARDS, INDICATING CIRCUIT DESCRIPTION (USED OR SPARE), CIRCUIT BREAKERS AND CIRCUIT LOAD. E. REMOVED OR DAMAGED CONDUIT, WIRE, AND FITTINGS SHALL NOT BE REUSED FOR RELOCATED OR NEW DEVICES. D. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK REQUIRED TO REMOVE/RELOCATE ANY EXISTING ELECTRICAL EQUIPMENT SUCH THAT ELECTRIC SHOCK HAZARDS TO WORKMEN ARE ELIMINATED DURING DEMOLITION AND NEW CONSTRUCTION. C. ELECTRICAL CONTRACTOR TO PROVIDE ALL NECESSARY LABOR, CONDUIT, WIRE, CONNECTIONS, ETC., FOR DEVICES, FIXTURES, ETC., NOTED AS "EXISTING TO REMAIN" SUCH THAT EXISTING CIRCUIT CONTINUITY IS MAINTAINED. B. REMOVE ALL EXISTING WIRING DEVICES, LIGHT FIXTURES, WIRE, CONDUIT, ETC., AS NOTED OR INDICATED WITHIN DEMOLITION AREA. (ALL ITEMS MAY NOT BE SHOWN). REWORK AS NECESSARY CIRCUITING WHICH REQUIRES CONTINUATION THROUGH THE AREA. A. RETURN REMOVED MATERIAL DEEMED SALVAGEABLE BY OWNER'S REPRESENTATIVE. MATERIALS DEEMED NOT SALVAGEABLE SHALL BE REMOVED FROM THE PREMISES. DEMOLITION: GENERAL NOTES A. THE WORK TO BE PERFORMED UNDER THIS DIVISION OF THE SPECIFICATIONS SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, CONSTRUCTION, FACILITIES, AND INCIDENTALS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF ALL ELECTRICAL WORK AS SHOWN AND INDICATED ON THE CONTRACT DRAWINGS, AND/OR HEREIN SPECIFIED WITH THE INTENT THAT THE INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT, READY FOR USE. COMPLY WITH THE LATEST EDITION IN FORCE OF THE NFPA CODES INCLUDING THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES. WORK INCLUDED FIRE ALARM D. SUBMIT ELECTRONIC COPIES OF OPERATING AND MAINTENANCE MANUAL/RECORD DOCUMENTS. MANUAL/RECORD DOCUMENTS SHALL CONSIST OF MANUFACTURER'S STANDARD PRODUCT DATA, MANUFACTURER'S CURRENT PRINTED OPERATING AND MAINTENANCE INSTRUCTION, LIST OF ORIGINAL SPARE PARTS, LIST OF SUPPLIERS DISTRIBUTING SPARE PARTS, RECOMMENDED QUANTITIES TO BE MAINTAINED IN STORAGE, TEST REPORTS AS REQUIRED BY CODE (IF SYSTEM REQUIRED), APPROVAL DOCUMENTATION OF THE AHJ (IF SYSTEM REQUIRED), PROGRAMING INFORMATION STORED ON A FLASH DRIVE (FIRE ALARM ONLY), PAPER COPIES OF ALL DOCUMENTATION STORED IN THE FIRE ALARM DOCUMENT CABINET (FIRE ALARM ONLY). MANUAL SHALL INCLUDE INFORMATION ON THE FOLLOWING: WIRING DEVICES/COVER PLATES OCCUPANCY/VACANCY SENSORS LIGHTING C. SUBMIT ELECTRONIC COPIES OF OPERATING AND MAINTENANCE MANUAL/RECORD DOCUMENTS. MANUAL/RECORD DOCUMENTS SHALL CONSIST OF MANUFACTURER'S STANDARD PRODUCT DATA, MANUFACTURER'S CURRENT PRINTED OPERATING AND MAINTENANCE INSTRUCTIONS, LIST OF ORIGINAL SPARE PARTS, LIST OF SUPPLIERS DISTRIBUTING SPARE PARTS, RECOMMENDED QUANTITIES TO BE MAINTAINED IN STORAGE AND ALL WARRANTIES. MANUAL SHALL INCLUDE INFORMATION ON THE FOLLOWING: FIRE ALARM B. SUBMIT ELECTRONIC COPIES OF PRODUCT DATA, SHOP DRAWINGS, WIRING DIAGRAMS, LAYOUT DRAWINGS , BATTERY CALCULATIONS PER CODE (IF SYSTEM REQUIRED), AND NICET CERTIFICATE FOR DESIGN TECHNICIAN (IF SYSTEM REQUIRED). LITERATURE SHALL BE MARKED TO INDICATE THE SIZE, TYPE OR MODEL BEING PROPOSED AND ALL ACCESSORIES TO BE PROVIDED: WIRING DEVICES/COVER PLATES OCCUPANCY/VACANCY SENSORS LIGHTING AND LIGHTING CONTROLS A. SUBMIT ELECTRONIC COPIES OF PRODUCT DATA, SHOP DRAWINGS, WIRING DIAGRAMS AND LITERATURE ON SYSTEMS INDICATED BELOW. LITERATURE SHALL BE MARKED TO INDICATE THE SIZE, TYPE OR MODEL BEING PROPOSED AND ALL ACCESSORIES TO BE PROVIDED. SUBMITTALS B. THE ELECTRICAL CONTRACTOR SHALL BE HELD FINANCIALLY RESPONSIBLE FOR ANY AND ALL COSTS OF THE ENGINEER'S TIME REQUIRED TO REVIEW AND RESEARCH NON-SPECIFIED EQUIPMENT SUBMITTED FOR SUBSTITUTION BY THE ELECTRICAL CONTRACTOR. THESE COSTS SHALL BE AUTOMATICALLY INVOICED TO THE CONTRACTOR UNLESS SUCH SUBSTITUTIONS FOLLOW THE GUIDELINES FOR SUBSTITUTION AND ARE WITHIN THE PROPER TIME FRAME AS OUTLINED IN OTHER SECTIONS OF THIS SPECIFICATION. A. "APPROVED EQUAL" INDICATES THE SPECIFYING ENGINEER SHALL APPROVE ALL CONTRACTOR PROPOSED ALTERNATE MATERIAL OR MANUFACTURERS. ENGINEER'S DECISION IS FINAL. GENERAL B. MANUFACTURER'S WARRANTY ON ALL EQUIPMENT SHALL BE FOR A TIME PERIOD OF ONE (1) YEAR FROM SUBSTANTIAL COMPLETION UNLESS NOTED OTHERWISE. A. CONTRACTOR'S WARRANTY ON COMPLETE ELECTRICAL INSTALLATION SHALL BE FOR A TIME PERIOD OF ONE (1) YEAR FROM SUBSTANTIAL COMPLETION. WARRANTY B. COORDINATE INSTALLATION OF SERVICE ENTRANCE THOROUGHLY WITH UTILITY COMPANY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RELATED TO SERVICE ENTRANCE WORK, INCLUDING ANY CHARGES FROM THE UTILITY COMPANY. A. IN GENERAL, COORDINATE WORK THOROUGHLY WITH OTHER TRADES, OWNER AND UTILITY COMPANIES TO PROVIDE EFFICIENT FLOW OF THE WORK AND TIMELY COMPLETION OF THE CONTRACT. COORDINATION C. "APPROVED EQUAL" INDICATES THE SPECIFYING ENGINEER SHALL APPROVE ALL CONTRACTOR PROPOSED ALTERNATE MATERIAL OR MANUFACTURERS. ENGINEER'S DECISION IS FINAL. B. IDENTIFICATION: LAMINATED PLASTIC LABELS ON ALL EQUIPMENT, SWITCHES, CONTROLS, ETC. A. IN GENERAL ALL MATERIALS SHALL BE: NEW, U.L. LISTED FOR THE SPECIFIC APPLICATION AS SPECIFIED OR AS REQUIRED, AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS. BASIC MATERIALS G. PROVIDE CONDUIT SEALING FITTINGS IN ACCORDANCE WITH NEC AND WHERE INDICATED ON DRAWINGS. LOCATE FITTINGS AT SUITABLE, APPROVED, ACCESSIBLE LOCATIONS AND FILL WITH U.L. LISTED SEALING COMPOUND. INSTALL SEALING FITTINGS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. F. CONDUIT SHALL BE INSTALLED CONCEALED UNLESS NOTED OTHERWISE ON DRAWINGS. E. RGS CONDUIT SHALL BE USED IN OUTDOOR EXPOSED LOCATIONS, INDOOR DAMP OR WET LOCATIONS, HAZARDOUS LOCATIONS, OR WHERE REQUIRED BY NEC AND WHERE NOTED ON DRAWINGS. D. EMT MAY BE USED WHERE PERMITTED BY NEC EXCEPT WHERE OTHER TYPE IS SPECIFIED HEREIN OR NOTED ON DRAWINGS. C. MINIMUM CONDUIT SIZE SHALL BE 3/4". B. RIGID GALVANIZED STEEL (RGS) CONDUIT: COMPLYING WITH ANSI C80.1, THREADED CONDUIT WITH APPROVED FITTINGS, SIZED AS SHOWN ON DRAWINGS OR IF NOT SIZED ON THE DRAWINGS, IN ACCORDANCE WITH NEC AND OTHER APPLICABLE PORTIONS OF THE CONTRACT DOCUMENTS. A. ELECTRICAL METALLIC TUBING (EMT): COMPLYING WITH ANSI C80.3 WITH COMPRESSION TYPE FITTINGS, SIZED AS SHOWN ON DRAWINGS OR IF NOT SIZED ON THE DRAWINGS, IN ACCORDANCE WITH NEC AND OTHER APPLICABLE PORTIONS OF CONTRACT DOCUMENTS. CONDUIT 4. BE U.L. LISTED AND LABELED FOR THEIR APPLICATION. 3. BE OF PROPER SIZE AND SHAPE FOR CONDUITS ENTERING THEM. 2. BE NEMA TYPE 3R OR NEMA TYPE 4 FOR INDOOR DAMP OR WET LOCATIONS AND OUTDOOR LOCATIONS. 1. BE NEMA TYPE 1 FOR INDOOR DRY LOCATIONS. B. ALL PULL/JUNCTION BOXES AND ENCLOSURES SHALL: 4. BE CAST TYPE FOR EXPOSED WORK BELOW 10'-0" AFF. 3. BE U.L. LISTED AND NEC RATED FOR THEIR APPLICATION. 2. BE OF PROPER SIZE AND SHAPE FOR CONDUITS ENTERING THEM. 1. BE STAMPED, ONE PIECE, GALVANIZED STEEL. A. ALL STANDARD INTERIOR OUTLET BOXES SHALL: BOXES E. MC CABLE SHALL NOT BE USED EXCEPT FOR FIXTURE WHIPS. D. ALL CONDUCTORS FOR BRANCH CIRCUITS SHALL BE COPPER. C. ALL CONDUCTORS SIZE #10 AND SMALLER SHALL BE SOLID COPPER. CONDUCTORS SIZE #8 AND LARGER SHALL BE STRANDED. B. ALL CONDUCTORS SHALL BE COLOR CODED WITH WIRE LABELS INSTALLED FOR EASY IDENTIFICATION. A. ALL CONDUCTORS SHALL BE COPPER, 600 VOLT, TYPE THHN/THWN UNLESS OTHERWISE NOTED. MINIMUM WIRE SIZE SHALL BE #12 AWG FOR POWER WIRING AND #14 AWG FOR CONTROL WIRING. WIRE AND CABLES A. ALL CONNECTORS SHALL BE OF MATERIAL COMPATIBLE WITH THE MATERIAL OF THE CONDUCTORS TO PREVENT CORRODING, DIFFERENCES IN COEFFICIENTS OF EXPANSION AND ELECTROLYSIS AS MANUFACTURED BY IDEAL, BURNDY, THOMAS AND BETTS, AND 3-M. WIRE CONNECTIONS AND DEVICES WIRE COLOR CODE FOR 120/208V, 3Ø, 4W PHASE A: BLACK PHASE B: RED PHASE C: BLUE NEUTRAL: WHITE GROUND: GREEN WIRE COLOR CODE FOR 480V PHASE A: BROWN PHASE B: ORANGE PHASE C: YELLOW NEUTRAL: GRAY GROUND: GREEN D. WIRE SHALL BE COLOR CODED IN INDUSTRY STANDARD FORMAT, COLORED CONDUCTOR OR COLORED TAPE WRAPPING. C. RECEPTACLES SHALL HAVE ENGRAVED COVER PLATES IDENTIFYING THE PANEL AND CIRCUIT NUMBER. B. ALL PANELBOARDS SHALL BE PROVIDED WITH A TYPEWRITTEN CIRCUIT DIRECTORY, LAMINATED AND MOUNTED INSIDE THE PANEL COVER. A. ALL PANELBOARDS, SWITCHBOARDS, DISCONNECT DEVICES, CONTROLLERS, ETC., SHALL BE PROVIDED WITH A WHITE NAMEPLATE WITH BLACK ENGRAVED LETTERS MOUNTED IN A VISIBLE LOCATION ON THE DEVICE. PLATE SHALL INDICATE THE DEVICE TAG, THE SOURCE OF POWER AND THE CIRCUIT NUMBER. IDENTIFICATION c. PASS & SEYMOUR/LEGRAND #2097W b. LEVITON #N7899 a. HUBBELL #GFST20 GFCI RECEPTACLE c. PASS & SEYMOUR/LEGRAND #5362 b. LEVITON #5362 a. HUBBELL #HBL 5362 20 AMP, STRAIGHT BLADE, NEMA 5-20R 4. APPROVED PRODUCTS: 3. COVERPLATES SHALL BE HIGH IMPACT, SMOOTH NYLON TYPE; COLOR SHALL MATCH WIRING DEVICE UNLESS NOTED OTHERWISE. 2. SNAP SWITCHES SHALL BE QUIET-TYPE; COMPLYING WITH U.L. STANDARD 20 AND FEDERAL SPECIFICATION W-S-896. 1. RECEPTACLES SHALL BE NEMA 5-20, STRAIGHT BLADE, GROUNDING TYPE, COMPLYING WITH FEDERAL SPECIFICATION WC-596F. A. WIRING DEVICES SHALL BE U.L. LISTED, HEAVY DUTY INDUSTRIAL GRADE TYPE, 1. COMPLYING WITH NEMA STANDARD WD 1. COLOR SHALL BE DETERMINED BY THE DESIGN PROFESSIONAL DURING SHOP DRAWINGS. WIRING DEVICES 1. MATCH EXISTING. D. APPROVED MANUFACTURERS: 1. SYSTEMS SHALL MATCH EXISTING SYSTEM IN BUILDING. B. CEILING MOUNTED SYSTEMS A. LIGHTING SYSTEM CONTROLS ARE DIAGRAMMATIC AND ARE GENERIC. SUCCESSFUL LIGHTING CONTROL SYSTEM VENDOR SHALL THOROUGHLY EXAMINE PLANS AND SHALL PROVIDE CONTRACTOR WITH DETAILED LAYOUT DRAWINGS AND BILL OF MATERIALS TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM WITHOUT REQUESTS FOR ADDITIONAL MONETARY COMPENSATION FOR "MISSING" COMPONENTS. OCCUPANCY/VACANCY SENSORS F. PROVIDE "BLACK-OUT" TEST OF EMERGENCY LUMINAIRES UPON PROJECT COMPLETION IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION. E. CORRECT WIRING DEFICIENCIES AND REPAIR OR REPLACE DAMAGED OR DEFECTIVE PRODUCTS. REPAIR OR REPLACE EXCESSIVELY NOISY BALLASTS AS DETERMINED BY ARCHITECT. D. TEST SELF-POWERED EXIT SIGNS, EMERGENCY LIGHTING UNITS, AND FLUORESCENT EMERGENCY POWER SUPPLY UNITS TO VERIFY PROPER OPERATION UPON LOSS OF NORMAL POWER SUPPLY. C. OPERATE EACH LUMINAIRE AFTER INSTALLATION AND CONNECTION TO VERIFY PROPER OPERATION. B. INSPECT EACH PRODUCT FOR DAMAGE AND DEFECTS. A. SEE SECTION 01 4000 - QUALITY REQUIREMENTS FOR ADDITIONAL REQUIREMENTS. FIELD QUALITY CONTROL A. PERFORM COMPLETE OPERATIONAL TEST OF ELECTRICAL INSTALLATION BEFORE ACCEPTANCE BY OWNER. TEST SHALL BE PERFORMED IN PRESENCE OF OWNER'S REPRESENTATIVE. TESTING B. SEE LUMINAIRE SCHEDULE ON DRAWINGS FOR DESCRIPTION. 2. FURNISHED WITH 6'-0" OF FLEXIBLE CONDUIT PREWIRED (DROP IN ONLY). BE U.L. LISTED IN ACCORDANCE WITH THE NEC. 1. FURNISHED WITH PROPER OUTLET BOXES, HANGERS, HARDWARE, SUPPORTS, CANOPY EXTENSIONS, PLUGS. A. LUMINAIRES SHALL BE: LIGHTING J. SUBMIT A CERTIFICATE OF COMPLETION PER NFPA 72. I. PROVIDE DEMONSTRATION OF THE MODIFIED FIRE ALARM SYSTEM TO THE OWNER. PERFORM ALL THE FUNCTIONS SPECIFIED. H. BEFORE REQUESTING FINAL APPROVAL OF THE INSTALLATION, THE INSTALLING CONTRACTOR SHALL FURNISH A WRITTEN STATEMENT TO THE EFFECT THAT THE SYSTEM HAS BEEN INSTALLED AND TESTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND THE APPROPRIATE NFPA REQUIREMENTS. G. FIRE ALARM SYSTEM MODIFICATIONS AND EXPANSION SHALL BE INSTALLED AND FULLY TESTED UNDER THE SUPERVISION OF A MANUFACTURER'S SPECIFICATIONS AND THE APPROPRIATE NFPA REQUIREMENTS. REPORTS OF ALL TESTING DURING INSTALLATION SHALL BE SUBMITTED TO THE OWNER AND ENGINEER UPON REQUEST. F. NEW AUDIBLE/VISUAL ALARM DEVICES SHALL BE 100% COMPATIBLE WITH THE EXISTING FIRE ALARM CONTROL PANEL; SHALL COMPLY WITH ADA REQUIREMENTS; SHALL BE LISTED AND LABELED PER U.L. STANDARD 1971; AND UL 464 15CD TYPE STROBE, UNLESS NOTED OTHERWISE. SURFACE MOUNT DEVICES AT 80" ABOVE FINISHED FLOOR OR AT 6" BELOW CEILING, WHICHEVER IS LOWER. PROVIDE ASSOCIATED BACKBOX. E. NEW VISUAL ALARM DEVICES SHALL BE 100% COMPATIBLE WITH THE EXISTING FIRE ALARM CONTROL PANEL; SHALL COMPLY WITH ADA REQUIREMENTS; SHALL BE LISTED AND LABELED PER U.L. STANDARD 1971; 15CD TYPE STROBE, UNLESS OTHERWISE NOTED. SURFACE MOUNT DEVICES AT 80" ABOVE FINISHED FLOOR OR AT 6" BELOW CEILING WHICHEVER IS LOWER. PROVIDE ASSOCIATED BACKBOX. D. ALL WIRING SHALL BE VERIFIED WITH FIRE ALARM EQUIPMENT SUPPLIER AS TO QUANTITY, SIZE, ROUTING, CONDUIT, JUNCTION BOX REQUIREMENTS, ETC. C. PROVIDE HARDWARE AND PROGRAMMING MODIFICATIONS REQUIRED TO THE EXISTING ALARM CONTROL PANEL AND ASSOCIATED ACCESSORIES TO EXPAND THE EXISTING SYSTEM AS INDICATED ON THE DRAWINGS. ALL MODIFICATIONS SHALL BE COMPLETE BY MANUFACTURER'S AUTHORIZED TECHNICIAN. B. ALL NEW WIRING SHALL BE 100% COMPATIBLE WITH EXISTING FIRE ALARM SYSTEM AND SHALL BE AS DIRECTED BY THE MANUFACTURER OF THE EXISTING FIRE ALARM SYSTEM. A. ALL DEVICES AND EQUIPMENT ADDED TO THE EXISTING FIRE ALARM SYSTEM SHALL BE 100% COMPATIBLE WITH THE EXISTING SYSTEM. ALL NEW DEVICES AND EQUIPMENT SHALL BE U.L. LISTED AND SHALL CONFORM TO NFPA 72. EXISTING FIRE ALARM SYSTEM EMERGENCY POWER SYSTEM OR BALLAST/DRIVER LUMINAIRE TYPE PANEL NAME LUMINAIRE - RECESSED (REFER TO LUMINAIRE SCHEDULE) CONNECTED FOR NIGHT LIGHT USE 1LP-1a NL CIRCUIT NUMBER AND SWITCH LEG (LUMINAIRES ARE CONTROLLED BY LOCAL SWITCH UNLESS DESIGNATION GIVEN) A SPECIAL SYSTEMS HANDICAP DOOR OPERATORS - SEE ARCHITECURALS WITH 3/4" CONDUIT a WALL MOUNTED LUMINAIRE T-1 45 KVA 3Ø 208Y/120VAC # AF # AT # A # A 75 75 C 75 C 75 75 C G ST GROUND FAULT PROTECTED BREAKER SHUNT TRIP BREAKER CURRENT TRANSFORMER POTENTIAL TRANSFORMER # AF DRAWOUT CIRCUIT BREAKER # AT FUSE PANELBOARD 1 Room name 101A PLUMBING EQUIPMENT CALL-OUT: REFER TO THE EQUIPMENT DATA SCHEDULE FOR DETAILS J J M G # A # POLES PANEL ### F J DUPLEX RECEPTACLE (NEMA 5-20R) - MOUNTED 18" AFF GFI GROUND FAULT CIRCUIT INTERRUPTER SS SURGE SUPPRESSOR (ISOLATED GROUND TYPE) WP WEATHERPROOF HG HOSPITAL GRADE TR TAMPER RESISTANT D DEDICATED USB STANDARD DUPLEX WITH 2 USB PORTS FLOOR BOX - SEE SPECS OR KEYED NOTES ON PLAN FOR DETAILS TOGGLE SWITCH - MOUNTED 48" AFF b LOWER CASE LETTER DENOTES LTG. SWITCH GROUP 2 DOUBLE-POLE SINGLE-THROW (DPST) 3 3-WAY 4 4-WAY B PUSHBUTTON D DIMMER (WALL BOX TYPE) K KEY OPERATED M MANUAL MOTOR STARTER P PILOT LIGHT T TIMER TT THERMAL TRIP SWITCH WP WEATHERPROOF OS WALL BOX OCCUPANCY SENSOR OS2 WALL BOX OCCUPANCY SENSOR FOR TWO LEVEL SWITCHING VS WALL BOX VACANCY SENSOR LV LOW VOLTAGE SWITCH TC TEACHER CONTROLS STATION TE TEACHER ENTRY STATION MC MOMENTARY CONTACT SWITCH OS CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR a LOWER CASE LETTER DENOTES LTG. SWITCH GROUP NOTIFICATION APPLIANCE MOUNTED 80" AFF OR 6" FROM CEILING WHICHEVER IS LOWER C CHIME H HORN LF LOW FREQUENCY NOTIFICATION APPLIANCE - STROBE ONLY MOUNTED 80" AFF CANDELA VALUE AS SHOWN MINIMUM NOTIFICATION APPLIANCE WITH STROBE MOUNTED 80" AFF OR 6" FROM CEILING WHICHEVER IS LOWER CANDELA VALUE AS SHOWN MINIMUM C CHIME H HORN LF LOW FREQUENCY NOTIFICATION APPLIANCE (CEILING) C CHIME STROBE H HORN STROBE LF LOW FREQUENCY CANDELA VALUE AS SHOWN MINIMUM CEILING MOUNTED COMBINATION VOICE EVACUATION SPEAKER AND STROBE CANDELA VALUE AS SHOWN MINIMUM COMBINATION VOICE EVACUATION SPEAKER AND STROBE MOUNTED AT 80" AFF CANDELA VALUE AS SHOWN MINIMUM F CO S S a VS CEILING MOUNTED DUAL TECHNOLOGY VACANCY SENSOR a LOWER CASE LETTER DENOTES LTG. SWITCH GROUP RTS REMOTE TEST SWITCH GROUND BAR 100A4G # KVA/KW 480Y/277V, 3Ø, 4W AHU 1 GWH1 1 # C ENCLOSED CIRCUIT BREAKER DATE: DRAWN: REVIEWED: SHEET TITLE: SHEET NUMBER: PROJECT NO.: PROJECT: ISSUE: # DATE: DESCRIPTION: NOT FOR CONSTRUCTION DESIGNED: 4/8/2020 10:32:47 AM E0.1 GENERAL INFORMATION JPG APC 0200100.04 Downtown Transit Center - Restroom Upgrades City of Fort Collins 250 N. MASON ST. FORT COLLINS, CO 04.08.2020 INM 90% CD SYMBOLS LEGEND NOTE: NOT ALL SYMBOLS ARE USED IN CONSTRUCTION DOCUMENTS MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCP MOTOR CIRCUIT PROTECTOR MDF MAIN DISTRIBUTION FRAME MDP MAIN DISTRIBUTION PANEL MEPFP MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION MGB MASTER GROUND BAR MH MANHOLE MH METAL HALIDE MIN MINIMUM MLO MAIN LUG ONLY MOCP MAXIMUM OVERCURRENT PROTECTION MSB MAIN SWITCHBOARD MTG MOUNTING MTS MANUAL TRANSFER SWITCH MVA MEGAVOLT-AMPERES MW MEGAWATT MWH MEGAWATT-HOURS N NEUTRAL N/A NOT APPLICABLE NC NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NF NONFUSED NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NL NIGHT LIGHT NO NORMALLY OPEN NP NAMEPLATE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OWN OWNER P POLE PA PUBLIC ADDRESS PB PULL BOX PC PHOTOCELL PC PLUMBING CONTRACTOR PF POWER FACTOR PH PHASE PIR PASSIVE INFRARED PLC PROGRAMMABLE LOGIC CONTROLLER PNL PANEL PR PAIR PRI PRIMARY PT POTENTIAL TRANSFORMER PV PHOTOVOLTAIC PVC POLYVINYL CHLORIDE PWC PRE-WIRED CONTROLS PWR POWER RCPT RECEPTACLE REQD REQUIRED RF RADIO FREQUENCY RM ROOM RMC RIGID METAL CONDUIT RNC RIGID NON-METALLIC CONDUIT (SCH 40) RVAT REDUCED VOLTAGE - AUTOTRANSFORMER SC SHORT CIRCUIT SCC SHORT CIRCUIT CURRENT RATING SDP SUBDISTRIBUTION PANEL SEC SECONDARY SHLD SHIELD(ED) (AS IN CABLE) SHT SHEET SPD SURGE-PROTECTIVE DEVICE SPDT SINGLE POLE DOUBLE THROW SPST SINGLE POLE SINGLE THROW SR SINGLE RECEPTACLE ST SHUNT TRIP SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR TBD TO BE DETERMINED TC TIMECLOCK TCC TEMPERATURE CONTROLS CONTRACTOR TEMP TEMPERATURE TT THERMAL TRIP SWITCH TTB TELEPHONE TERMINAL BOARD TYP TYPICAL U UTILITY UG UNDERGROUND UL UNDERWRITERS LABORATORY UON UNLESS OTHERWISE NOTED UPS UNINTERUPTABLE POWER SUPPLY V VOLTS VA VOLT-AMPERES VAC VOLTS ALTERNATING CURRENT VDC VOLTS DIRECT CURRENT VFD VARIABLE FREQUENCY DRIVE VND VENDOR W WATTS W WIRE WHM WATTHOUR METER WP WEATHERPROOF XFMR TRANSFORMER XP EXPLOSION PROOF %Z IMPEDANCE (E) EXISTING (ALSO COVERED BY TEXT WEIGHT) (F) FUTURE (PART) PARTIAL CIRCUIT (R) RELOCATE A AMPERES AC 6" ABOVE COUNTER ADA AMERICANS WITH DISABILITIES ACT AF AMPERES FRAME AFCI ARC FAULT CIRCUIT INTERRUPTER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AIC AMPERES INTERRUPTION CAPACITY AL ALUMINUM AT AMPERES TRIP ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BMS BUILDING MANAGEMENT SYSTEM C CONDUIT CAM CAMERA CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CCW COUNTER CLOCKWISE CKT CIRCUIT CL CENTER LINE CLG CEILING CO CONDUIT ONLY CRI COLOR RENDERING INDEX CT CURRENT TRANSFORMER CU COPPER CW CLOCKWISE DIA DIAMETER DISC DISCONNECT DIST DISTRIBUTION DPDT DOUBLE POLE DOUBLE THROW DPST DOUBLE POLE SINGLE THROW DR DUPLEX RECEPTACLE DWG DRAWING(S) EC ELECTRICAL CONTRACTOR ELC ELEVATOR CONTRACTOR ELEC ELECTRIC/ELECTRICAL EM EMERGENCY EMT ELECTRICAL METALLIC TUBING EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXP EXPLOSION PROOF F FUSED FA FIRE ALARM FAA FIRE ALARM ANNUNCIATOR FACP FIRE ALARM CONTROL PANEL FC FOOTCANDLE FLA FULL LOAD AMPERES FMC FLEXIBLE METAL CONDUIT FO FIBER OPTIC FPC FIRE PROTECTION CONTRACTOR FS FUSED SWITCH FSD FIRE/SMOKE DAMPER FT FOOT/FEET FVNR FULL VOLTAGE, NON-REVERSING FVR FULL VOLTAGE, REVERSING G GROUND GC GENERAL CONTRACTOR GEN GENERATOR GF GROUND FAULT GFI/GFCI GROUND FAULT INTERRUPTER GND GROUND/GROUNDING H HORIZONTALLY MOUNTED HH HANDHOLE HID HIGH INTENSITY DISCHARGE HOA HAND-OFF-AUTO HP HORSEPOWER HPS HIGH PRESSURE SODIUM HZ FREQUENCY I/O INPUT/OUTPUT ID INSIDE DIAMETER IDF INTERMEDIATE DISTRIBUTION FRAME IG ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT ISC SHORT CIRCUIT CURRENT JB JUNCTION BOX K KELVIN (COLOR TEMPERATURE) KCMIL 1000 CIRCULAR MILS KV KILOVOLTS KVA KILVOLT-AMPERES KW KILOWATTS KWH KILOWATT-HOUR LAN LOCAL AREA NETWORK LC LIGHTING CONTACTOR LCP LIGHTING CONTROL PANEL LED LIGHT EMITTING DIODE LF LINEAR FOOT LFMC LIQUID-TIGHT FLEXIBLE METAL CONDUIT LM LUMEN LTG LIGHTING LV LOW VOLTAGE MAN MANUAL MOTOR STARTER WITH OVERLOADS MAX MAXIMUM MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPERES ABBREVIATIONS COORDINATE WITH NEW CONSTRUCTION B. ALL ITEMS INDICATED TO BE DEMOLISHED SHALL BE REMOVED AS TO FULLY ALLOW FOR THE PROPER FURNISHING AND INSTALLATION OF ALL SCHEDULED NEW WORK. THIS SHALL INCLUDE DEMOLITION OF ADJACENT ITEMS, ACCESSORIES, AND APPURTENANCES AS NECESSARY. C. DEMOLITION DRAWINGS ILLUSTRATE MAJOR ITEMS TO BE REMOVED. CONTRACTOR SHALL COORDINATE THESE DRAWINGS WITH NEW WORK DRAWINGS AND SHALL BE RESPONSIBLE FOR OTHER ITEMS REQUIRED TO BE DEMOLISHED TO ACCOMMODATE NEW WORK. D. THE CONTRACTOR IS RESPONSIBLE FOR RETAINING AND RELOCATING ALL SALVAGE AS DESIGNATED BY THE OWNER'S REPRESENTATIVE. E. PROTECT ALL FINISHES TO REMAIN FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. F. PRIOR TO DEMOLITION, ENSURE THE STABILITY OF ANY WALLS TO REMAIN. G. REMOVE CEILINGS INCLUDING, BUT NOT LIMITED TO, RELATED SUPPORT SYSTEMS, CEILING TILES, LIGHT FIXTURES, GRILLES, DIFFUSERS, EXIST SIGNS, AND OTHER ELECTRICAL OR COMMUNICATION DEVICES. H. DEMOLITION OF FLOOR FINISHES INCLUDES REMOVAL OF ADHESIVES, GROUTING BEDS, RESILIENT BASE, ETC. I. REMOVAL OF EXISTING PLUMBING FIXTURES TO INCLUDE PIPING, WASTE LINES, ETC. LINES ARE TO BE CAPPED AS REQUIRED. SEE PLUMBING DRAWINGS. J. REMOVAL OF EXISTING HVAC TO INCLUDE DUCTWORK, HANGERS, GRILLES, DIFFUSERS, ETC. SEE MECHANICAL DRAWINGS. K. REMOVAL OF EXISTING ELECTRICAL SYSTEMS TO INCLUDE CONDUIT, BOXES, WIRE, CABLE, SUPPORTS, WIRING DEVICES, SAFETY SWITCHES, FIRE ALARM EQUIPMENT, SPEAKERS, TELEPHONE OUTLETS AND LIGHT FIXTURES. SEE ELECTRICAL DRAWINGS. DEMOLITION GENERAL NOTES A. CONTRACTOR TO PROVIDE ALL ADDITIONAL FRAMING NECESSARY FOR ALL OPENINGS AND SUPPLEMENTAL FRAMING ABOVE PARTITIONS. B. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR SYSTEM RELATED PENETRATIONS NOT SHOWN. C. CONTRACTOR SHALL MAINTAIN THE BUILDING IN A WEATHERPROOF CONDITION AT ALL TIMES. D. PROJECTS SHALL REMAIN IN COMPLIANCE WITH ALL ASPECTS OF ALL GOVERNING CODES AND ORDINANCES DURING THE COURSE OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EXITING, FIRE ALARM SYSTEM(S) SMOKE/FIRE DETECTION SYSTEM(S), SPRINKLER SYSTEM(S). E. TEMPORARY BARRICADES AS PERTAINING TO CONTRACTOR'S ACTIVITIES SHALL BE INSTALLED TO PREVENT POSSIBLE INJURY TO PERSONS IN AND AROUND DEMOLITION AND CONSTRUCTION AREAS IN ACCORDANCE WITH OSHA REQUIREMENTS. COORDINATE WITH OWNER. F. ALL AREAS TO BE DEMOLISHED OR DISTURBED BY ANY DEMOLITION ARE TO BE PATCHED AND PAINTED (OR PREPARED FOR OTHER SCHEDULED FINISH). IF PAINTING IS REQUIRED, ENTIRE WALL SHALL RECEIVE PAINT TO AVOID MISMATCH OF COLOR. G. ALL OPENINGS AND VOIDS LEFT BY THE REMOVAL OF EXISTING CONSTRUCTION, EQUIPMENT, PIPING, DUCTS, ETC, SHALL BE PROPERLY PATCHED AND CLOSED OFF TO MAINTAIN PROPER FIRE RATING IN AFFECTED WALL, FLOOR, OR ROOF. PREPARE PATCHED AREAS TO RECEIVE NEW FINISHES AS SCHEDULES (OR MATCH EXISTING FINISHES IF NOT OTHERWISE IDENTIFIED). H. WHEN PATCH OF EXISTING FLOOR IS REQUIRED, SLOPING OR RAMPING IN EXCESS OF CONTRACT TOLERANCES WILL NOT BE ALLOWED (1/8" PER 10 FEET MAXIMUM). I. UPON REMOVAL OF TEMPORARY PARTITIONS, CONTRACTOR IS RESPONSIBLE FOR PATCHING TO MATCH EXISTING ADJACENT CONSTRUCTION. J. AT CONSTRUCTION ACCESS, CONTRACTOR TO PROVIDE LABOR AND MATERIALS TO REPAIR ALL DISTURBED ELEMENTS. K. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO PROVIDE COMPLETE WORKING SYSTEMS FOR ALL NEW ELEMENTS AND TO COORDINATE THEIR WORK WITH ALL OTHER TRADES. L. ALL CONTRACTORS SHALL PROVIDE NEW, UNDAMAGED MATERIALS UNLESS OTHERWISE SPECIFIED. M. STORE MATERIALS IN SUCH A MANNER AS NOT TO OVERSTRESS, OVERLOAD, OR OTHERWISE PUT AN UNSAFE LOAD ON ANY STRUCTURE DURING CONSTRUCTION. N. INSTALL ALL WORK IN ACCORDANCE WITH CURRENT APPLICABLE CODES, PUBLISHED STANDARDS, AND ACCEPTABLE CONSTRUCTION STANDARDS. O. DETAILS ARE GENERALLY TYPICAL AND ARE NOT TO BE CONSTRUED AS LIMITED TO THOSE AREAS SPECIFICALLY INDICATED. REVIEW ANY QUESTIONS OR CONFLICTING INFORMATION WITH THE DESIGN PROFESSIONAL PRIOR TO FABRICATION OR INSTALLATION. P. CONTRACTOR SHALL VERIFY DIMENSIONS IN FIELD PRIOR TO BEGINNING CONSTRUCTION. Q. HINGE SIDE OF DOOR JAMBS TO BE LOCATED 4” FROM NEAREST WALL INTERSECTION UNLESS OTHERWISE NOTED. GENERAL NOTES 1-1/2" DIAMETER GRAB BAR TOILET TISSUE DISPENSER SANITARY NAPKIN DISPOSAL TOILET FIXTURE TOILET FIXTURE TOILET TISSUE DISPENSER 1-1/2" DIAMETER GRAB BAR EXPOSED PLUMBING AT BARRIER FREE LAVATORIES SHALL BE INSULATED. LEVER OPERATING CONTROLLED SOAP DISPENSER NOTE: SINKS IN COUNTERS TO BE MOUNTED WITH RIM NO MORE THAN 2'-10" HIGH AND WITH AT LEAST 2'-3" KNEE CLEARANCE. CLEAR ACCESSIBLE TOILET TYPICAL ACCESSIBLE CLEARANCE AT LAVATORY TYPICAL ACCESSIBLE LAVATORY AND MIRROR 1'-3" 1'-3" 2'-5" MIN 2'-10" MAX 3'-4" MAX 4'-0" MAX 6'-8" A.F.F. 1'-6" 17" - 19" 5'-0" CLEAR 3'-0" 6" 17" - 19" 3'-0" MAX 3'-4" 1'-6" 1'-0" 3'-6" 2'-4" 5'-0" CLEAR MIN 8" MAX 6" MIN 9" 2'-3" MIN 2'-5" MIN 2'-10" MAX 17" MIN TO BOTTOM OF REFLECTIVE SURFACE OF MIRROR 7"-9" PAPER TOWEL DISPENSER/ WASTE RECEPTICLE 4'-0" PAPER TOWEL DISPENSER 4'-0" 2'-0" AT SIDEWALLS AT COUNTER SINKS 1'-6" AT SIDEWALLS AT LAVATORY FINISH FLOOR SEAL GAP @ GYP. BD. TO FLOOR CONDITION BASE - REFER TO FLOOR PLAN KEYNOTES SEE INTERIOR ELEVATIONS FURTHER FINISH INFORMATION 3 5/8" GALVANIZED LIGHT GAUGE METAL STUDS @ 16" O.C. W/ CONTINUOUS STIFFENER CHANNEL 5/8" FIRE RESISTANT GYPSUM BOARD - BOTH SIDES GYPSUMBOARD CEILING @ 8'-6" A.F.F. ACOUSTICAL JOINT SEALANT 1 1A GYPSUM WALLBOARD ONE SIDE ONLY 2'-6" LIGHTGAGE BOXBEAM HEADER 1 2 3 4 5 6 7 8 9 10 A B C D E F G H I J K 1 2 3 4 5 6 7 8 9 10 DATE: DRAWN: REVIEWED: SHEET TITLE: SHEET NUMBER: PROJECT NO.: PROJECT: ISSUE: # DATE: DESCRIPTION: NOT FOR CONSTRUCTION DESIGNED: 3/30/2020 11:07:24 AM A1.1 DEMO AND NEW FLOOR PLAN, NOTES, AND DETAILS JMS JMS 0200100.04 Downtown Transit Center - Restroom Upgrades City of Fort Collins Enter address here 03.30.2020 JMS Preliminary SCALE: 1/4" = 1'-0" 2 FLOOR PLAN #.# KEY PLAN SCALE: 1/4" = 1'-0" 1 DEMOLITION FLOOR PLAN SCALE: 1/4" = 1'-0" 3 INTERIOR ELEVATION SCALE: 1/4" = 1'-0" 4 INTERIOR ELEVATION SCALE: 1/4" = 1'-0" 5 INTERIOR ELEVATION DEMOLITION KEYNOTES (BY DIVISION) DIVISION 06 D6-1 REMOVE EXISTING CASEWORK AND/OR COUNTERTOP DIVISION 08 D8-1 REMOVE EXISTING DOOR FRAME, AND HARDWARE AS REQUIRED FOR NEW WORK DIVISION 09 D9-1 REMOVE EXISTING STUD WALL ASSEMBLY AS REQUIRED FOR NEW WORK D9-2 REMOVE EXISTING CEILING ASSEMBLY AS REQUIRED FOR NEW WORK D9-3 REMOVE EXISTING FLOORING AS REQUIRED FOR NEW WORK TOILET ACCESSORY SCHEDULE MARK DESCRIPTION T1 GRAB BAR (42") T2 GRAB BAR (36") T3 GRAB BAR (18") T4 TOILET TISSUE DISPENSER T5 PAPER TOWEL DISPENSER T6 SOAP DISPENSER - WALL MOUNTED T7 MIRROR UNIT (3'-8" T x 2'-0" W) T8 SEMI-RECESSED PAPER TOWEL DISPENSER / WASTE RECEPTACLE T9 UNDERLAVATORY GUARD SCALE: 3/8" = 1'-0" STANDARD MOUNTING HEIGHTS DOOR SCHEDULE DOOR DOOR FRAME LBL HDWR NO. WIDTH HEIGHT THICK MAT'L FINISH ELEV MAT'L FINISH SET NOTES T/ SLAB 101 3' - 0" 7' - 0" 1 3/4" WD PF F HM PNT 01 102 3' - 0" 7' - 0" 1 3/4" WD PF F HM PNT 01 HARDWARE SET 01 2 HINGES 1 ELECTRIFIED HINGE 1 LOCKSET (PRIVACY) 1 CLOSER 1 KICKPLATE 1 CARD READER SILENCERS KEYNOTES (BY DIVISION) DIVISION 00 #.# DIVISION 09 9-1 TILE FLOOR ASSEMBLY 9-2 GYPSUM BOARD CEILING ASSEMBLY - PAINT (SEMI-GLOSS) 9-3 PAINT GYPSUM BOARD ABOVE WALL TILE (SEMI-GLOSS) 9-4 GYPSUM BOARD AND METAL STUD WALL ASSEMBLY INFILL - MATCH ADJACENT FINISH 9-5 NEW RUBBER BASE TO MATCH EXISTING. PAINT GYPSUMBOARD SCALE: 3/4" = 1'-0" PARTITION TYPES 18. CONVENTIONAL LIGHT FRAMING SHALL COMPLY WITH IBC SECTION 2308. 19. 2X BLOCKING SHALL BE PLACED BETWEEN RAFTERS AT ALL SUPPORTS, UNO. 20. PROVIDE A MINIMUM OF (3) STUDS AT EACH CORNER, UNO. 21. VENTING IS REQUIRED IN ALL ENCLOSED ROOF FRAMING CAVITIES, SEE ARCHITECTURAL DRAWINGS. 22. EXCEPT AS NOTED OTHERWISE, MINIMUM NAILING SHALL BE PROVIDED AS SPECIFIED IN TABLE 2304.10.1 "FASTENING SCHEDULE" OF THE IBC. 23. ALL MULTIPLE MEMBER BEAMS SHALL BE NAILED TOGETHER WITH MAX NUMBER OF 10D NAILS VERTICALLY @ 3" AND HORIZONTALLY @ 12" PER PLY. 24. ALL ROOF RAFTERS SHALL BE ANCHORED TO SUPPORTS WITH H3 METAL FRAMING ANCHORS UNO. PROVIDE (2) WITHIN 4'-0" OF ALL CORNERS. WOOD SHEATHING: 1. PLYWOOD AND ORIENTED STRAND BOARD (OSB) ROOF SHEATHING SHALL BE APA RATED WITH STAMP INCLUDING APA TRADEMARK AND PANEL SPAN RATING. A. MINIMUM ROOF SHEATHING: 15/32" OSB OR CDX PLYWOOD, APA 32/16, NAILED. B. MINIMUM WALL SHEATHING: 7/16" OSB OR CDX PLYWOOD, APA 24/16, BLOCKED AND NAILED. 2. NAIL WALL SHEATHING WITH MINIMUM 8D COMMON OR 10D BOX AT 6" AT PANEL EDGES, AND 12" AT INTERMEDIATE FRAMING EXCEPT AS NOTED. BLOCK AND NAIL ALL EDGES BETWEEN STUDS. 3. MINIMUM (3) 8D NAILS PER STUD. NAIL ALL PLATES USING EDGE NAIL SPACING INDICATED. 4. SHEATHE ALL EXTERIOR WALLS. 5. SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO TOP PLATE. CUT IN "L" AND "T" SHAPES AROUND OPENINGS. 6. ALL SHEATHING SHEETS SHALL HAVE 1/8" GAP AT ALL EDGES AND JOINTS. 7. PROVIDE (1) PANEL SHEATHING CLIP AT ALL UNSUPPORTED ROOF SHEATHING PANEL EDGES. ENGINEERED LUMBER: 1. STRUCTURAL CAPACITIES OF STRUCTURAL COMPOSITE LUMBER SHALL BE IN CONFORMANCE WITH SECTION 2303.1.10 OF THE IBC. 2. MANUFACTURER OF STRUCTURAL COMPOSITE LUMBER PRODUCTS SHALL HAVE PROPER CODE EVALUATION REPORTS FOR ALL PRODUCTS AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 3. THE CONTRACTOR SHALL NOT CUT, NOTCH, OR OTHERWISE ALTER STRUCTURAL COMPOSITE LUMBER MEMBERS WITHOUT WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER AND THE MANUFACTURER; HOWEVER, HOLES MAY BE CUT IN MEMBERS IN ACCORDANCE WITH THE MANUFACTURER'S ALLOWABLE HOLE CHART. 4. MEMBERS NOTED AS LVL (LAMINATED VENEER LUMBER) ON PLAN SHALL BE 1-3/4" WIDE X DEPTH INDICATED, PLANT-FABRICATED, AND HAVE THE FOLLOWING MINIMUM ALLOWABLE DESIGN VALUES: A. Fb = 2600 PSI B. Fv = 285 PSI C. FcPAR = 2510 PSI D. FcPERP = 750 PSI E. E = 2000 KSI 5. MEMBERS NOTED AS LSL (LAMINATED STRAND LUMBER) ON PLAN SHALL BE PLANT-FABRICATED AND HAVE THE FOLLOWING MINIMUM ALLOWABLE DESIGN VALUES: A. Fb = 2325 PSI B. Fv = 310 PSI C. FcPAR = 2170 PSI D. FcPERP = 900 PSI E. E = 1550 KSI 6. BRIDGING AND BLOCKING SHALL BE INSTALLED ACCORDING TO THE FABRICATOR'S REQUIREMENTS. 7. WOOD I-JOISTS SHALL HAVE THE DEPTH, SPACING, SPAN, AND LAYOUT SHOWN ON THE DRAWINGS. MEMBERS SHALL BE FACTORY MANUFACTURED WITH ORIENTED STRAND BOARD (OSB) WEBS, LAMINATED VENEER LUMBER (LVL) OR MACHINE STRESS RATED (MSR) LUMBER FLANGES PER CODE APPROVAL BY ICB OR NER. STRUCTURAL WOOD FLANGES AND WEBS SHALL BE DESIGNED FOR STRUCTURAL CAPACITIES AND DESIGN PROVISIONS ACCORDING TO ASTM D 5055. SUBSTITUTION OF EQUIVALENT SERIES BY OTHERS SHALL BE SUBMITTED TO THE STRUCUTRAL ENGINEER FOR APPROVAL. 8. RAFTERS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. HOLES IN WEBS SHALL NOT EXCEED MANUFACTURER'S PUBLISHED LIMIT CRITERIA. STRUCTURAL ERECTION AND BRACING REQUIREMENTS: 1. THE STRUCTURAL DRAWINGS ILLUSTRATE AND DESCRIBE THE COMPLETED STRUCTURE WITH ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED, CONNECTED, AND/OR BRACED. 2. THE STRUCTURAL DRAWINGS ILLUSTRATE TYPICAL AND REPRESENTATIVE DETAILS TO ASSIST THE GENERAL CONTRACTOR. DETAILS SHOWN APPLY AT ALL SIMILAR CONDITIONS UNLESS OTHERWISE INDICATED. ALTHOUGH DUE DILIGENCE HAS BEEN APPLIED TO MAKE THE DRAWINGS AS COMPLETE AS POSSIBLE, NOT EVERY DETAIL IS ILLUSTRATED AND NOT EVERY EXCEPTIONAL CONDITION IS ADDRESSED. 3. ALL PROPRIETARY CONNECTIONS AND ELEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS. 4. ALL WORK SHALL BE ACCOMPLISHED IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH THE APPLICABLE CODES AND LOCAL ORDINANCES. 5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK, INCLUDING LAYOUT AND DIMENSION VERIFICATION, MATERIALS COORDINATION, SHOP DRAWING REVIEW, AND THE WORK OF SUBCONTRACTORS. ANY DISCREPANCIES OR OMISSIONS DISCOVERED IN THE COURSE OF THE WORK SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR RESOLUTION. 6. CONTINUATION OF WORK WITHOUT NOTIFICATION OF DISCREPANCIES RELIEVES THE ARCHITECT AND STRUCTURAL ENGINEER FROM ALL CONSEQUENCES. 7. UNLESS OTHERWISE SPECIFICALLY INDICATED, THE STRUCTURAL DRAWINGS DO NOT DESCRIBE METHODS OF CONSTRUCTION. 8. THE GENERAL CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PERFORM OR SUPERVISE ALL WORK NECESSARY TO ACHIEVE THE FINAL COMPLETED STRUCTURE, AND TO PROTECT THE STRUCTURE, WORKMEN, AND OTHERS DURING CONSTRUCTION. SUCH WORK SHALL INCLUDE, BUT NOT BE LIMITED TO TEMPORARY BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR EXCAVATION, FORMWORK, SCAFFOLDING, SAFETY DEVICES AND PROGRAMS OF ALL KINDS, SUPPORT AND BRACING FOR CRANES AND OTHER ERECTION EQUIPMENT. 9. TEMPORARY BRACING SHALL REMAIN IN PLACE UNTIL ALL FLOORS, WALLS, ROOFS AND ANY OTHER SUPPORTING ELEMENTS ARE IN PLACE. 10. THE ARCHITECT AND STRUCTURAL ENGINEER BEAR NO RESPONSIBILITY FOR THE ABOVE ITEMS, AND OBSERVATION VISITS TO THE SITE DO NOT IN ANY WAY INCLUDE INSPECTIONS OF THESE ITEMS. LETTERS OF CONSTRUCTION COMPLIANCE: 1. THE GENERAL CONTRACTOR SHALL DETERMINE FROM THE LOCAL BUILDING AUTHORITY, AT THE TIME THE BUILDING PERMIT IS OBTAINED, WHETHER ANY LETTERS OF CONSTRUCTION COMPLIANCE WILL BE REQUESTED FROM THE STRUCTURAL ENGINEER. 2. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ALL SUCH REQUIREMENTS IN WRITING PRIOR TO THE START OF CONSTRUCTION. 3. TWO-DAY ADVANCE NOTICE SHALL BE GIVEN WHEN REQUESTING SITE VISITS NECESSARY AS THE BASIS FOR THE COMPLIANCE LETTER. 4. THE GENERAL CONTRACTOR SHALL PROVIDE COPIES OF ALL THIRD-PARTY TESTING AND INSPECTION REPORTS TO THE ARCHITECT AND STRUCTURAL ENGINEER A MINIMUM OF ONE WEEK PRIOR TO THE DATE THAT THE COMPLIANCE LETTER IS NEEDED. SPECIAL INSPECTIONS: 1. THE FOLLOWING SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY A QUALIFIED SPECIAL INSPECTOR, RETAINED BY THE OWNER, IN ACCORDANCE WITH THE FOLLOWING SECTIONS OF IBC CHAPTER 17: A. SECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY, AND STRUCTURAL OBSERVATIONS AND THE FOLLOWING SUB-SECTIONS: 1. 1704.2 SPECIAL INSPECTIONS AND TESTS 2. 1704.3 STATEMENT OF SPECIAL INSPECTIONS B. SECTION 1705 REQUIRED VERIFICATION AND INSPECTION AND THE FOLLOWING SUB-SECTIONS: 1. 1705.1.1 SPECIAL CASES (POST-INSTALLED ANCHORS) 2. 1705.3 CONCRETE CONSTRUCTION 3. 1705.6 SOILS 4. SECTION 1705.11 SPECIAL INSPECTIONS FOR WIND RESISTANCE AND THE FOLLOWING SUB-SECTIONS: a. 1705.11.1 STRUCTURAL WOOD b. 1705.11.3 WIND-RESISTING COMPONENTS 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE APPROVED INSPECTOR MUST BE INDEPENDENT FROM THE CONTRACTOR RESPONSIBLE FOR THE WORK BEING INSPECTED. 3. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR SHALL BE TO INSPECT AND/OR TEST THE WORK OUTLINED ABOVE AND WITHIN THE STATEMENT OF SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE IBC FOR CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. 4. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. 5. PER SECTION 1704.2.4 THE SPECIAL INSPECTOR SHALL FURNISH REGULAR REPORTS TO THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER. PROGRESS REPORTS FOR CONTINUOUS INSPECTION SHALL BE FURNISHED WEEKLY. INDIVIDUAL REPORTS OF PERIODIC INSPECTIONS SHALL BE FURNISHED WITHIN ONE WEEK OF INSPECTION DATES. THE REPORTS SHALL NOTE UNCORRECTED DEFICIENCIES, CORRECTION OF PREVIOUSLY REPORTED DEFICIENCIES, AND CHANGES TO THE APPROVED CONSTRUCTION DOCUMENTS AUTHORIZED BY THE STRUCTURAL ENGINEER OF RECORD. 6. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT WITHIN 10 DAYS OF THE FINAL SPECIAL INSPECTION STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC. WORK NOT IN COMPLIANCE SHALL BE NOTED IN THE REPORT. 7. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON A MAIN WIND- OR SEISMIC-FORCE-RESISTING SYSTEM PER SECTION 1704.4. THE STATEMENT SHALL ACKNOWLEDGE THE AWARENESS OF THE SPECIAL LISTED REQUIREMENTS OF DESIGNATED SEISMIC SYSTEM OR A WIND- OR SEISMIC-RESISTING COMPONENT IN THE STATEMENT OF SPECIAL INSPECTIONS PER SECTION 1705. 8. EXCEPT AS NOTED, THE SPECIAL INSPECTIONS OUTLINED ABOVE ARE IN ADDITION TO, AND BEYOND THE SCOPE OF, PERIODIC STRUCTURAL OBSERVATIONS AS DEFINED IN SECTION 1704.6. STRUCTURAL OBSERVATIONS ARE INCLUDED IN THE STRUCTURAL ENGINEERING DESIGN AND CONSTRUCTION ADMINISTRATION SERVICES PROVIDED BY THE STRUCTURAL ENGINEER. DESIGN LOADS: 1. DESIGN LOADS: 2018 INTERNATIONAL BUILDING CODE WITH CITY OF FORT COLLINS AMENDMENTS, ASCE 7-16 2. RISK CATEGORY: II STANDARD 3. ROOFS: A. ROOF LIVE LOAD 20 PSF, 300 LBS B. GROUND SNOW LOAD, Pg 35 PSF C. FLAT-ROOF SNOW LOAD, Pf 30 PSF D. SNOW EXPOSURE FACTOR, Ce 1.0 E. SNOW IMPORTANCE FACTOR, Is 1.0 F. THERMAL FACTOR, Ct 1.2 4. FLOOR LIVE LOADS: 5. WIND: A. BASIC DESIGN WIND SPEED, VULT, (3-SECOND GUST) 130 MPH B. ALLOWABLE STRESS DESIGN WIND SPEED, VASD, (3-SECOND GUST) 100 MPH C. INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED) D. WIND EXPOSURE B E. AIR DENSITY COEFFICIENT 0.87 F. COMPONENTS AND CLADDING ULTIMATE DESIGN WIND PRESSURES 1. WALLS: a. WITHIN 3 FEET OF CORNERS +24 PSF -32 PSF b. AWAY FROM CORNERS +24 PSF -26 PSF 2. ROOFS: a. WITHIN 3 FEET OF CORNERS +16 PSF -67 PSF b. WITHIN 3 FEET OF EDGES +16 PSF -44 PSF c. AWAY FROM EDGES +16 PSF -26 PSF 3. OVERHANGS: a. WITHIN 3 FEET OF CORNERS +24 PSF -67 PSF b. AWAY FROM CORNERS +24 PSF -42 PSF 4. PRESSURES MAY BE REDUCED FOR EFFECTIVE WIND AREAS LARGER THAN 10 SQUARE FEET, BUT NOT BELOW 16 PSF. 6. SEISMIC: A. SPECTRAL RESPONSE ACCELERATION PARAMETERS 1. SHORT PERIOD a. SS 0.191g b. SDS 0.204g 2. ONE SECOND a. S1 0.056g b. SD1 0.089g B. SOILS SITE CLASS D C. SEISMIC IMPORTANCE FACTOR 1.0 D. SEISMIC DESIGN CATEGORY B E. BASIC SEISMIC-FORCE-RESISTING SYSTEMS • LIGHT-FRAMED WOOD WALLS WITH WOOD SHEAR PANELS • ORDINARY STEEL MOMENT FRAME F. SEISMIC RESPONSE COEFFICIENTS, CS 0.031, 0.068 G. RESPONSE MODIFICATION COEFFICIENTS, R 6.5, 3.0 H. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE 1'-7 1/4" 35'-9 1/2" 1'-7 1/4" 17'-9 1/2" 1/8" / 12" -6 1/8" -4" 0" -1'-0" -1'-0" 0" 1 S1 ____ _ TYPICAL INTERIOR SLAB ON GRADE: 4" THICK CONCRETE SLAB OVER 4" GRAVEL ON UNDISTURBED NATURAL SOILS; REINFORCE SLAB W/ #4 @ 16" EACH WAY AT MID-DEPTH; PROVIDE 1/8" WIDE x 1" DEEP SAWCUT OR FORMED CONTROL JOINTS EACH DIRECTION AS SHOWN. 2 S1 ____ _ 2 S1 ____ _ HDU2-SDS2.5 W/ SCREWS TO KING STUDS & 5/8"Ø ASTM F1554-36 ADHESIVE THD ROD W/ 8" EMBED TO CONC, TYP (4) LOC CONTROL JOINTS LOCALLY SLOPE SLAB TOWARDS DOORS, TYP -1'-0" 0" 1" / 12" 11 7/8" TJI 210 @ 24" 2x6 OUTRIGGER 2x6 @ 24" 2x6 @ 24" (2) 7 1/4" LVL (2) 7 1/4" LVL (2) 7 1/4" LVL PL 7'-0" PL 8'-5 1/2" 1 S1 ____ _ 11 7/8" LSL 11 7/8" LSL TYPICAL ROOF SHEATHING: 15/32" APA 32/16 RATED SHEATHING FASTENED WITH 8d NAILS (0.113"Ø x 2 3/8") @ 6" ALONG PANEL EDGES AND @ 12" ALONG INTERMEDIATE FRAMING MEMBERS. LAY PANELS PERPENDICULAR TO FRAMING MEMBERS AND STAGGER PANEL JOINTS. 2 S1 ____ _ 2 S1 ____ _ TYPICAL EXTERIOR WOOD FRAMED WALLS: 2x4 STUDS @ 16" SHEATHED WITH 7/16" APA 24/16, EXPOSURE 1 ON EXTERIOR FACE; NAIL WALL SHEATHING WITH 8d (0.113"Ø x 2 3/8") @ 6" AT PANEL EDGES AND @ 12" IN FIELD OF PANEL; BLOCK AND NAIL ALL EDGES BETWEEN STUDS. IF GUN NAILS ARE USED FOR NAILING, NAILS MUST BE AT A MINIMUM THE DIAMETER AND LENGTH NOTED ABOVE. (2) 2x4 AT CORNER, TYP 1 TRIM, 2 KING STUDS, TYP EA END HEADER SLOPED LAYER STUDS ONLY, TYP AT EXT WING 2x6 x 12''-0" RIM MIN EA DIRECTION & A35 AT CORNERS LOUVER, SEE ARCH, LOC BETWEEN STUDS EXTEND CURB FOR SLOPED LAYER STUDS ONLY, TYP AT EXT WING 1'-0" 2'-6" 1'-0" 4" 6" ROOF SHTG, SEE PLAN 1 1/2" LSL, SEE PLAN 2x4 @ 16" RAKED STUD WALL PT 2x4 SILL PL W/ 1/2"Øx10" J-BOLT @ 32" 2x DBL TOP PL, LAP 4'-0" MIN W/ (12) 12d 1'-6" MAX 2'-0" 2x CONT RIM W/ (2) 16d EA OUTRIGGER OUTRIGGER, SEE PLAN 2x BLKG W/ A35 @ 48" WALL SHTG, SEE PLAN H3 & A35 EA OUTRIGGER 8" MIN SLAB ON GRADE, SEE PLAN #4 CONT VARIES #3 @ 32" #4 @ 16" x (2) #5 TOP & BOT SHTG EDGE NAILING TO BLKG 2x4 @ 16" STUD EA LAYER, INTERNAIL W/ (3) 12d SHTG EDGE NAILING TO TOP PL & RIM 4" FOR INFO NOT NOTED, SEE 1/S1 TOP PL RIPPED TO WIDTH FROM 2x12 BEVEL BOT PL AT INTERIOR STUD LAYER RAFTER, SEE PLAN 1 1/4" LSL RIM, DRILL AS REQ FOR VENTING, SEE ARCH BEVEL TOP PL LVL HEADER, SEE PLAN 6 1/8" 2'-0" MAX 4'-0" LAP MIN FOR INFO NOT NOTED, SEE 1/S1 SHTG EDGE NAILING TO TOP PL & RIM 1 1/4" LSL RIM, DRILL AS REQ FOR VENTING, SEE ARCH OUTRIGGER, SEE PLAN, W/ 10d @ 8" TO RAFTER TOP FLANGE 2x4 BLK EA OUTRIGGER H3 EA RAFTER CURB BEYOND EXT SLAB, SEE ARCH workshop ARCHI T EC T S+ URBANIS T S www.auworkshop.c o [ au ] - PLOT DATE A 5 4 3 2 1 5 4 3 2 1 B C D A B C D issue date: project #: T - 970.430.5220 405 Linden St Fort Collins, CO, 80524 © 2016 www.auworkshop.c o 3/19/2020 5:28:16 PM S1 20179 STRUCTURAL NOTES, PLANS, & SECTIONS STORAGE SHED 1801 Riverside Ave Fort Collins, CO 80525 EPIC PERMIT 03.19.20 OCCUPANCY OR USE UNIFORMLY DISTRIBUTED (PSF) CONCENTRATED LOAD (LBS) LIVE LOAD REDUCTION GARAGE AND STORAGE AREAS 125 N/A NO INTENDED USE EXPOSURE CLASS f'c, PSI 28 DAYS MAX W/CM RATIO MAXIMUM AGGREGATE SLUMP, INCHES (±1") AIR CONTENT PERCENT (±1.5%) CEMENT TYPE FOOTING/SLAB ON GRADE F2-S0-W0-C1 4000 0.45 3/4" STONE 4 6% I/II 0 2' 4' 8' 12' 3/16" 3/16" = 1'-0" FOUNDATION PLAN 3/16" = 1'-0" ROOF FRAMING PLAN 0 6" 1' 2' 3' 3/4" S1 3/4" = 1'-0" 1 EXTERIOR RAKED WALL S1 3/4" = 1'-0" 2 EXTERIOR SLANTED WALL S1 3/4" = 1'-0" 3 EXTERIOR GARAGE WALL LEVEL 1 0" Roof 7'-0" GROUND -8" 1/8" / 12" EX2 LEVEL 1 0" Roof 7'-0" GROUND -8" EX1 LEVEL 1 0" Roof 7'-0" GROUND -8" IN1 LEVEL 1 0" Roof 7'-0" GROUND -8" 1" / 12" EX1 E3 LEVEL 1 0" Roof 7'-0" GROUND -8" E3 EX1 - PLOT DATE 5 4 3 2 1 A B C D ISSUE DATE: PROJECT #: T - 970.430.5220 405 LINDEN STREET FORT COLLINS, CO, 80524 © 2020 www.auworkshop.co PROGRESS SET - NOT FOR CONSTRUCTION 3/20/20 3:29:48 PM A1 1914 ARCHITECTURAL PLANS, ELEVATIONS AND SECTIONS EPIC SHED STREET ADDRESS CITY, ST 00000 CITY OF FORT COLLINS SCHEMATIC DESIGN 2 MAR 2020 A2 FLOOR 1/4" = 1'-0" PLAN SYSTEMS LEGEND A4 ROOF 1/4" = 1'-0" PLAN D3 BUILDING 1/4" = 1'-0" SECTION D2 EXTERIOR 1/2" = 1'-0" WALL SECTION D1 INTERIOR 1/2" = 1'-0" WALL SECTION C3 EAST 1/4" = 1'-ELEVATION 0" C2 SOUTH 1/4" = 1'-0" ELEVATION