No preview available
HomeMy WebLinkAboutBID - 8136 SENIOR CENTER HVAC RENOVATION PHASE I (3)SPECIFICATIONS AND CONTRACT DOCUMENTS FOR SENIOR CENTER HVAC RENOVATION PHASE I BID NO. 8136 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS JULY 8, 2015 – 3:00 P.M. (OUR CLOCK) 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 CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release (Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC-A GC-A1 - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS SECTION 00020 INVITATION TO BID SECTION 00020 INVITATION TO BID Date: June 19, 2015 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on July 8, 2015, for the Senior Center HVAC Renovation Phase I; BID NO. 8136. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 8136. The Work consists of the removal and replacement of the rooftop HVAC unit serving the pool, and the installation of large ceiling fans at the pool and gymnasium. The work will need to be completed with two phases. Phase A, The facility will be shut down from August 1-10th and during this period all interior work will be completed to include new Annex unit supports, ductwork, new walls, fan installation, etc. Phase B will include installation of the new pool unit. The new Annex unit will not arrive until October and the pool closure will be coordinated for one or two days for the installation. Ceiling fans and Annex units are supplied by owner and contractor installed. All Bids must be in accordance with the Contract Documents on file with the City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. The City encourages all disadvantaged business enterprises to submit bid in response to all invitations and will not be discriminated against on the grounds of race, color, national origin. A prebid conference and job walk with representatives of prospective Bidders will be held at 10:00 AM, on June 29, 2015, at the Fort Collins Senior Center, 1200 Raintree Drive, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. All questions must be submitted in writing via email to Brian Hergott at bhergott@fcgov.com , with a copy to John Stephen, at jstgephen@fcgov.com, no later than 5:00 PM our clock on July 1, 2015. Questions received after this deadline will not be answered. The Contract Documents and Construction Drawings may be examined online at:  Rocky Mountain E-Purchasing System: www.rockymountainbidsystem.com Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. 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. City of Fort Collins Gerry Paul Purchasing Director SECTION 00100 INSTRUCTIONS TO BIDDERS SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub-bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non-responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self-addressed, self-stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION SECTION 00300 BID FORM SECTION 00300 BID FORM PROJECT: 8136 Senior Center HVAC Renovation Phase I Place: Date: 1. In compliance with your Invitation to Bid dated , 20 and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment Bonds is as follows: . 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through . 8. BID SCHEDULE (Base Bid) LUMP SUM BASE BID $ (Please note: the new large rooftop unit will be supplied by Owner. Contract is to install unit with the other remaining Scope of Work) IN WORDS: 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: CONTRACTOR BY: Printed Date Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Email SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned as Principal, and , as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 8136 Senior Center HVAC Renovation Phase I. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of , 20__, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL SURETY Name: Address: By: By: Title: Title: ATTEST: By: (SEAL) (SEAL) SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: 2. Permanent main office address: 3. When organized: 4. If a corporation, where incorporated: 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: 8. Have you ever failed to complete any Work awarded to you? If so, where and why? 9. Have you ever defaulted on a contract? If so, where and why? 10. Are you debarred by any government agency? If yes list agency name. 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. 12. List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: 14. Background and experience of the principal members of your organization, including officers: 15. Credit available: $ 16. Bank Reference: 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? 18. Are you licensed as a General Contractor? If yes, in what city, county and state? What class, license and numbers? 19. Do you anticipate subcontracting Work under this Contract? If yes, what percent of total contract? And to whom? 20. Are any lawsuits pending against you or your firm at this time? IF yes, DETAIL 21. What are the limits of your public liability? DETAIL What company? 22. What are your company's bonding limitations? 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at ________________ this ______ day of __________________, 20__. Company: By: Printed: Title: State of County of being duly sworn deposes and says that he is of (Name) (Organization) and that the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this _______ day of____________, 20__. (Seal) Notary Public My commission expires: . SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 20% of the contract. ITEM SUBCONTRACTOR SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD DATE: [Date] TO: [Contractor] PROJECT: 8136 Senior Center HVAC Renovation Phase I OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated [Contractor's Bid Date] for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 8136 Senior Center HVAC Renovation Phase I. The Price of your Agreement is ($ ). Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by [Date]. 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully-signed counterpart of the Agreement with the Contract Documents attached. City of Fort Collins OWNER By: Gerry Paul Purchasing Director SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the [Day] day of [Month] in the year of 20[Year] and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and [Contractor] (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 8136 Senior Center HVAC Renovation Phase I. ARTICLE 2. ENGINEER The Project has been designed by RB+B Architects. The City of Fort Collins Operation Services Department, who is hereinafter called ENGINEER , will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete within twenty(20) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within thirty (30) calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as Liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Five Hundred Dollars ($500) for each calendar day or fraction thereof that expires after the twenty (20) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Two Hundred Fifty Dollars ($250) for each calendar day or fraction thereof that expires after the thirty (30) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: Dollars ($ ), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. If , in the sole discretion of Owner, on recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of “Contract Documents” in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers to , inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. OWNER: CITY OF FORT COLLINS CONTRACTOR: [CONTRACTOR] By: By: GERRY PAUL PURCHASING DIRECTOR PRINTED Date: Title: Date: Attest: (CORPORATE SEAL) City Clerk Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 Attest: Approved as to Form Address for giving notices: Assistant City Attorney License No.: SECTION 00530 NOTICE TO PROCEED Description of Work: 8136 Senior Center HVAC Renovation Phase I To: [Contractor] This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. Dated this day of , 20 . The dates for Substantial Completion and Final Acceptance shall be , 20_ and , 20__, respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20__. CONTRACTOR: [Contractor] By: Title: SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (firm) (address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of Dollars ($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the [Day] day of [Month], 20[Year], a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 8136 Senior Center HVAC Renovation Phase I. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _____ day of _____ ____, 20__. IN PRESENCE OF: Principal (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other Partners _____________________________ By: _____________________________ By: IN PRESENCE OF: Surety _____________________________ By:_____________________________________ _____________________________ (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (firm) (address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of Dollars ($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the [Day] day of [Month], 20[Year], a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 8136 Senior Center HVAC Renovation Phase I. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20__. IN PRESENCE OF: Principal (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other Partners _____________________________ By: _____________________________ By: IN PRESENCE OF: Surety _____________________________ By:_____________________________________ _____________________________ (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance in accordance with the following requirements: 1. The Contractor 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 Contractor 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 Contractor, 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 Contractor under this Agreement. The City, its officers, agents and employees shall be named as additional insureds on the Contractor’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 Contractor shall maintain during the life of this Agreement for all of the Contractor'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 Contractor 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 Contractor 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 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 8136 Senior Center HVAC Renovation Phase I PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: [Contractor] CONTRACT DATE: [Date] The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on . The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER AUTHORIZED REPRESENTATIVE DATE REMARKS: SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE , 20__ TO: [Contractor] Gentlemen: You are hereby notified that on the day of , 20__, the City of Fort Collins, Colorado, has accepted the Work completed by [Contractor] for the City of Fort Collins project, 8136 Senior Center HVAC Renovation Phase I. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated [Contract Date]. In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date:____________ _, 20__. Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: [Contractor] (CONTRACTOR) PROJECT: 8136 Senior Center HVAC Renovation Phase I 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of , 20__. CONTRACTOR: [CONTRACTOR] By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20__, by . Witness my hand and official seal. Notary Public My Commission Expires: SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: [Contractor] PROJECT: 8136 Senior Center HVAC Renovation Phase I CONTRACT DATE: [Date] In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for . (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , 20____ . (Surety Company) By: ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor’s Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor’s name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor’s place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. SECTION 00700 GENERAL CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-8.10 OWNER’s Project Manager A. Add the following language to ARTICLE 8: 8.10. The OWNER will provide a Project Manager. The CONTRACTOR shall direct all questions concerning Contract interpretation, Change Orders, and other requests for clarification or instruction to the Project Manager. 8.10.1 Authority: The Project Manager will be the OWNER's representative during the construction of the project. The Project Manager shall have the authority set forth in the OWNER's Capital Project Procedures Manual. The Project Manager shall have the authority to reject work and materials whenever such rejection may be necessary to ensure the proper performance of the Work in accordance with the Contract Documents. 8.10.2 Duties and Responsibilities: The Project Manager will make periodic visits to the project site to observe the progress and quality of the Work and to determine, in general, if the Work is proceeding in accordance with the Contract Documents. The Project Manager shall not be required to make comprehensive or continuous inspections to check the progress or quality of the Work. The Project Manager shall not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions or programs in connection with the Work, or for any failure of the Contractor to comply with laws and regulation applicable to the performance or furnishing of the Work. Visits and observations made by the Project Manager shall not relieve the CONTRACTOR of his obligation to conduct comprehensive inspections of the Work, to furnish materials and perform acceptable Work, and to provide adequate safety precautions in conformance with the Contract Documents. The Project Manager shall at all times have access to the Work. The CONTRACTOR shall provide facilities for such access so the Project Manager may perform his or her functions under the Contract Documents. 8.10.3 One or more Resident Construction Inspector(s) (RCI) may be assigned to assist the Project Manager in providing observation of the Work, to determine whether or not the Work is proceeding according to the construction documents. CONTRACTOR will receive written notification from the OWNER of any RCI assignments. The RCI shall not supervise, direct or have control or authority over, nor be responsible for, CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. The RCI will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. The RCI's dealings in matters pertaining to the on-site work will be to keep the Project Manager properly apprised about such matters. 8.10.4 Communications: All instructions, approvals, and decisions of the Project Manager shall be in writing. The CONTRACTOR may not rely on instructions, approvals, or decisions of the Project Manager until the same are reduced to writing. SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero (0) days lost due to abnormal weather conditions. SC-13.12 Correction Period: 13.12.1 If within one year after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, an Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER’s written instructions . . . SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero (0) days lost due to abnormal weather conditions. SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: 8136 Senior Center HVAC Renovation Phase I CONTRACTOR: [Contractor] PROJECT NUMBER: 8136 DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost: 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .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 ORIGNINAL CONTRACT % ADJUSTED CONTRACT COST $ .00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: DATE: Project Manager REVIEWED BY: DATE: Title: APPROVED BY: DATE: Title: APPROVED BY: DATE: Purchasing Agent over $30,000 cc: City Clerk Contractor Engineer Project File Architect Purchasing SECTION 00960 APPLICATION FOR PAYMENT L-14-103-Scope(phasing)-Narrative Page 1 of 2 06/05/2015 Date: June 5, 2015 Re: Fort Collins Senior Center, HVAC renovations MECHANICAL SYSTEM SCOPE NARRATIVE Building Description: The scope of this work includes the replacement of all existing HVAC systems at the Fort Collins Senior Center, excluding the work previously done as part of the recent addition unless noted otherwise. Contractor(s) to review all drawings and supplemental information and provide input on project phasing of work to provide for the least amount of building shutdown time. Systems overview: Refer to supplemental sheets MS.1, MS.2 and MS.3 for color coded systems scope plan. Additionally, refer to the mechanical plans for detailed scope of work. Phase 1 Pool & Gym fans: (Sheets MS.2, MS.3 (Red color coding) and drawings M1.2, M1.3, M2.2 and M2.3): Phase 1 consists of replacement of the pool unit and installation of Big Ass Ceiling fans in the Pool and Gym. The pool area is currently served by existing Dehumidification unit DHU-1. Existing unit is to be removed and replaced with a new unit ERV-5. Work associated with this phase can be completed, and operate independently of the Water Source heat pump system(s). Note that pool ERV-5 and Big Ass Fans for the pool are provided by the owner, installed by the Contractor. Big Ass Fans for the Gym are to be provided and installed by the Contractor. Phase 2 Multi-Purpose East Half (Sheet MS.1 (Green color coding) and drawings M1.1, M1.3, M2.1, M2.4 and M3.1): This area is currently served by existing RTU-2 operating in a VVT configuration. Removal of existing RTU-2 will render existing VAV/VVT boxes in this area inoperable. New work associated with this area includes WSHP's for each room as indicated in the mechanical plans, as well as installation of new cooling tower CT-2 in place of removed RTU-2. Multi-Purpose West Half (Sheet MS.1 (Yellow color coding) and drawings M1.1, M1.3, M2.1, M2.4 and M3.1): This area is currently served by existing RTU-1 operating in a VVT configuration. Removal of existing RTU-1 will render existing VAV/VVT boxes in this area inoperable. New work associated with this area includes WSHP's for each room as indicated in the mechanical plans, as well as installation of new ERV-3 in place of removed RTU-1. Page 2 of 2 New Mechanical Room (Sheet MS.1 (Cyan color coding) and drawings M1.1, M2.1, M3.1, M7.1 and M7.2): This area is to house the new water source heat pump system central plant that serves the North half of the building. Installation of this room/equipment can be considered a project phase and installed prior to removal of existing systems. Phase 2A Kitchen (Sheet MS.1 (Magenta color coding) and drawings M1.1, M1.3, M2.1, M2.4 and M8.3): The existing kitchen cooking and dishwashing hoods and fans are to be removed and replaced with new. Additionally, a new make-up air unit is to be installed to serve the kitchen. This work can be completed, and operate independently of the Water Source heat pump system. Phase 3 South Wing: (Sheets MS.1, MS.2, MS.3 (Brown color coding) and drawings M1.1, M1.2, M1.3, M2.1, M2.2, M2.3 and M3.2): This area is currently served by existing RTU-3 operating in a VVT configuration. Removal of existing RTU-3 will render existing VAV/VVT boxes in this area inoperable. New work associated with this area includes WSHP's for each room as indicated in the mechanical plans, as well as installation of new ERV-4 in place of removed RTU-3. Gym: (Sheet MS.2, MS.3 (Blue color coding) and drawings M1.2, M1.3, M2.2, M2.3 and M3.2): The Gym is currently served by existing RTU-4. This existing unit is to be removed and replaced with new roof mounted WSHP-42. Additional work required to make this area operational will be the installation of new heat exchanger, pumps and piping distribution to the new roof mounted WSHP. New heat exchanger and pumps will be located in the existing mechanical room. Thank you and if you have any questions, please call our office. Respectfully, Aaron Coy, P.E. DN W/D MULTI-PURPOSE WEST HALF PHASE 2 MULTI-PURPOSE EAST HALF PHASE 2 EXISTING MULTI-PURPOSE ADDITION EXISTING ADMIN KITCHEN ADDITION PHASE 2A NEW MECHANICAL ROOM PHASE 2 SOUTH WING PHASE 3 REFER TO WRITTEN NARRATIVE AND MECHANICAL PLANS FOR FURTHER DETAIL AND EXPLANATION OF SCOPES OF WORK. Phone ................... 970-556-0570 E-Mail ................... Front-Desk@Int-Mech.com Address ................ 223 Linden St., Suite 204 Fort Collins, CO 80524 SHEET NO. CALCULATED BY: JOB: SHEET REFERENCE: OF DATE ? 1 3 MS.1 MS.1 AAC Fort Collins Senior Center HVAC Remodel 06/05/2015 SCALE: MULTIPURPOSE AREA SCOPE PLAN NONE MATCH LINE MS.2 UP UP 123 POOL PHASE 1 GYM PHASE 3 SOUTH WING PHASE 3 REFER TO WRITTEN NARRATIVE AND MECHANICAL PLANS FOR FURTHER DETAIL AND EXPLANATION OF SCOPES OF WORK. Phone ................... 970-556-0570 E-Mail ................... Front-Desk@Int-Mech.com Address ................ 223 Linden St., Suite 204 Fort Collins, CO 80524 SHEET NO. CALCULATED BY: JOB: SHEET REFERENCE: OF DATE ? 23 MS.2 MS.2 AAC Fort Collins Senior Center HVAC Remodel 06/05/2015 MATCH LINE MS.1 SCALE: LOWER LEVEL SOUTH SCOPE PLAN NONE K L M N P X1 Q R S T 2 GYM PHASE 3 SOUTH WING PHASE 3 GYM FANS PHASE 1 REFER TO WRITTEN NARRATIVE AND MECHANICAL PLANS FOR FURTHER DETAIL AND EXPLANATION OF SCOPES OF WORK. Phone ................... 970-556-0570 E-Mail ................... Front-Desk@Int-Mech.com Address ................ 223 Linden St., Suite 204 Fort Collins, CO 80524 SHEET NO. CALCULATED BY: JOB: SHEET REFERENCE: OF DATE ? 33 MS.3 MS.3 AAC Fort Collins Senior Center HVAC Remodel 06/05/2015 SCALE: UPPER LEVEL SOUTH SCOPE PLAN NONE June 5, 2015 Fort Collins Senior Center HVAC Renovations ARCHITECTURAL SCOPE NARRATIVE Please refer to mechanical supplemental sheets MS.1, MS.2 and MS.3 for graphic representation of general phase areas. Phase 1 Phase 1 consists of adding fans to the gym and pool as well as replacing the mechanical unit serving the pool. There shall be new 4” cmu walls added to the east end of the gym near the locker room entries in order to provide new duct chases down to the floor. These walls shall have new handrails similar to the existing handrails in the same location and the walls shall be painted. The existing sound baffles above the pool shall be relocated per the drawings in order to avoid conflicting with the new fans. Patch and repair roof where new mechanical units do not align with old openings. Finally, all new exposed ductwork, structural elements and conduit shall be painted to match the existing ceilings in both rooms. Phase 2 Phase 2 consists of work in the north wing of the building. Architecturally, the new work consists of relocating the existing laundry room to a new location, adding walls, doors, shelving, flooring, and ceilings per the drawings. Patch and repair roof where new mechanical units do not align with old openings. Extensive removal of ceiling tile and reinstallation at the end of the work will be necessary. Phase 2A There is no architectural work proposed for Phase 2A beyond necessary patch and repair due to mechanical and electrical changes. Phase 3 Phase 3 consists of work in the south wing of the building. Architecturally, the work consists of demolishing areas of the ceiling in the locker rooms and patching those areas once mechanical and electrical work is complete. In addition, the GC shall add three (3) roof ladders per the drawings in this phase. Patch and repair roof where new mechanical units do not align with old openings. Finally, painting all exposed new ductwork, structural elements and conduit as well as general patching and repairing any damage caused by construction shall be required. Date: June 4, 2015 RE: Fort Collins Senior Center, HVAC Renovation Project STRUCTURAL SYSTEM SCOPE NARRATIVE Building Description: The scope of this work includes the support and modifications to the existing roof structure to support new and replaced mechanical equipment in the original portion of the building, excluding the portion of the building that was added as part of the recent addition unless noted otherwise on plan. Contractor(s) to review all drawings and supplemental information to provide input on project phasing in order to provide the least amount of disruption to the general function of the building. Structural Work Overview: Refer to mechanical supplemental sheets MS.1, MS.2 and MS.3 for color coded systems scope plan related to the associated mechanical upgrades and changes. Additionally, refer to the structural plans for detailed scope of work. Phase 1 Pool & Gym fans: (Sheets MS.2, MS.3 (Red Color Coding) and drawing S1.0 and S2.3): Phase 1 consists of replacement of the pool dehumidification unit and installation of Big Ass Ceiling fans in the pool and gymnasium. The structural modifications associated with this work include modifying existing roof penetrations, adding new wide flange framing, channel framing and angle frames. The owner requests that this work be performed at times of day that will minimize impacts to normal operations of the facility. The contractor(s) shall coordinate with the owner to have all structural modifications and infrastructure in place to allow completion of the dehumidification installation during an approximate 10-day shutdown of the pool and gymnasium area. It shall be assumed that the pool will remained filled throughout the duration of the structural work in the pool and that scaffolding and/or lifts will be required to complete the installation of the structural members and Big Ass fans in the pool area. Phase 2 Multi-Purpose East Half (Sheet MS.1 (Green Color Coding) and drawings S1.0 and S2.4): Phase 2 involves the removal of existing RTU-2 and installation of CT-2. The existing concrete curb shall remain in place and CT-2 shall be installed over the same footprint as the existing RTU-2. The existing roof penetrations shall be infilled with metal decking to match the existing roof decking. Additional work associated with phase 2 is the installation of the new WSHP for each room. Refer to detail 6/S1.0 for support of WSHP’s from the existing open web roof joists. Completion of this work shall be coordinated with the owner to minimize the impacts to the daily operation of the building and/or to coordinate with the yearly shutdown of this portion of the building. Multi-Purpose West Half (Sheet MS.1 (Yellow Color Coding) and drawings S1.0 and S2.4): Phase 2 also involves the removal of existing RTU-1 and installation of new ERV-3. The existing concrete curb shall remain in place and ERV-3 shall be installed over the same footprint as the existing RTU-1 using the existing roof penetrations if possible. Any abandoned roof penetrations shall be infilled with metal decking to match the existing roof decking. The structural modifications associated with this work include modifying existing roof penetrations, adding new channel framing and angle frames. Additional work associated with phase 2 is the installation of the new WSHP for each room. Refer to detail 6/S1.0 for support of WSHP’s from the existing open web roof joists. Completion of this work shall be coordinated with the owner to minimize the impacts to the daily operation of the building and/or to coordinate with the yearly shutdown of this portion of the building. New Mechanical Room (Sheet MS.1 (Cyan Color Coding)): No structural modifications to the existing structure are associated with this portion of work. Phase 2A Kitchen (Sheet MS.1 (Magenta Color Coding) and drawings S1.0 and S2.4): A new make-up air unit is to be installed during this phase of work. Structural modifications associated with this work include modifying existing roof penetrations, adding new channel framing and angle frames. Completion of this work shall be coordinated with the owner to minimize the impacts to the daily operation of the building and/or to coordinate with the yearly shutdown of this portion of the building. Phase 3 South Wing: (Sheets MS.1, MS.2, MS.3 (Brown Color Coding) and drawings S1.0 and S2.3 and S2.4): Phase 3 involves the removal of existing RTU-3 and installation of new ERV-4. ERV-4 shall be installed over the same footprint as the existing RTU-3 using the existing roof penetrations if possible. Any abandoned roof penetrations shall be infilled with metal decking to match the existing roof decking. The structural modifications associated with this work include modifying existing roof penetrations, adding new channel framing and angle frames. Additional work associated with phase 3 is the installation of the new WSHP for each room. Refer to detail 6/S1.0 for support of WSHP’s from the existing open web roof joists. Completion of this work shall be coordinated with the owner to minimize the impacts to the daily operation of the building and/or to coordinate with the yearly shutdown of this portion of the building. Gym: (Sheet MS.2, MS.3 (Blue Color Coding) and drawings S1.0 and S2.3): Phase 3 also involves the removal of existing RTU-4 and installation of new WSHP-42. WSHP-42 shall be installed over the same footprint as the existing RTU-4 using the existing roof penetrations if possible. Any abandoned roof penetrations shall be infilled with metal decking to match the existing roof decking. The structural modifications associated with this work include modifying existing roof penetrations, adding new channel framing and angle frames. Completion of this work shall be coordinated with the owner to minimize the impacts to the daily operation of the building and/or to coordinate with the yearly shutdown of this portion of the building. Please contact our office if you have any questions regarding this information. Regards, Eric Richards, P.E. ____________________________________________________________________________________________ 1 Memo DATE: June 2, 2015 PROJECT: Fort Collins Senior Center, HVAC Renovations PROJECT NO: APS..502-15 ELECTRICAL SYSTEM PHASING: 1. Refer to mechanical system narrative which indicates color coded floor plans regarding phasing. 2. The following indicates the proposed electrical phasing for this project, refer to electrical drawings for more details regarding each phase:  Phase No.1: Pool & Gym Areas (Electrical sheets ED.2 & E2.2 and related schedule sheets)  Provide electrical connection for new ERV-5 pool unit.  Provide electrical connection for new ceiling fans CF -1 thru CF-4.  Electrical demolition for equipment to be removed.  Phase No.2: Multi-Purpose Areas (Electrical sheets ED.1, E1.1 & E2.1 and related schedule sheets)  Replace existing corridor wall sconces with new.  Provide electrical for new ceiling fans.  Provide electrical for relocated laundry equipment.  Provide new panels and mechanical equipment connections at new mechanical equipment room (numerous pumps and boilers).  Provide electrical connections for new water source heat pumps, ERV-3 & CT-3.  Provide electrical connections for kitchen equipment KEF-1, MAU-1 & hood shutdown system.  Electrical demolition for equipment to be removed.  Phase No.3: South Building Area & Gym Area (Electrical sheets ED.2 & E2.2 and related schedule sheets)  Provide electrical connections for new water source heat pumps, ERV-4 & pump units at existing mechanical equipment room.  Electrical demolition for equipment to be removed. SIGNED: RANDY J. BREMMER Design Consultant Adonai Professional Services, Inc. (APS, Inc.) Electrical Engineers Telephone: (970) 206-0269 BUILDING SITE ELECTRICAL ENGINEER STRUCTURAL ENGINEER MECHANICAL ENGINEER CITY OF FORT COLLINS FORT COLLINS SENIOR CENTER 1200 RAINTREE DRIVE, FORT COLLINS, CO 80526 Contact: BRIAN HERGOTT Phone: 970.221.6804 ARCHITECT OWNER RB+B ARCHITECTS, INC. 315 E. MOUNTAIN AVE., SUITE 100 FORT COLLINS, CO 80524 Phone: 970‐484‐0117 Fax: 970‐4840264 LARSEN STRUCTURAL DESIGN 19 Old Town Square #238 Fort Collins, CO 80524 Phone: 970.568.3355 INTEGRATED MECHANICAL, LLC 223 LINDEN STREET, STE. 204 FORT COLLINS, CO 80524 Phone: 970.556.0570 APS, INC. 7726 PARK RIDGE CIRCLE FORT COLLINS, CO 80528 Phone: 970.206.0269 PROJECT #: ARCHITECTS T ‐ 970.484.0117 F ‐ 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524‐2913 www.rbbarchitects.com © 2015 ISSUED: City of Fort Collins CONSTRUCTION DOCUMENTS 1231.31 Fort Collins Senior Center HVAC Remodel 06/05/2015 PROJECT SITE MAP SHEET INDEX PPLUMBING P2.2 SOUTH PLUMBING PLANS P3.1 PLUMBING SCHEDULES, DETAILS AND ISOMETRICS EELECTRICAL E0 LEGEND, SPECIFICATIONS, DRAWING INDEX ED.1 ELECTRICAL LOWER LEVEL NORTH DEMOLITION PLAN ED.2 ELECTRICAL LOWER LEVEL SOUTH DEMOLITION PLAN E1.1 ELECTRICAL LOWER LEVEL NORTH LIGHTING PLAN E2.1 ELECTRICAL LOWER LEVEL NORTH POWER PLAN E2.2 ELECTRICAL LOWER LEVEL SOUTH POWER PLAN E3.1 ELECTRICAL ONE‐LINE DIAGRAMS AND SCHEDULES E3.2 ELECTRICAL SCHEDULES SP SOLAR PANEL ROOF LOAD DIAGRAMS STRUCTURAL GENERAL NOTES Project: City of Fort Collins - Senior Center HVAC Remodel Larsen Structural Design Job Number: 1922 DESIGN LOADS: International Building Code; IBC 2012 Edition, except as noted Risk Category: Table 1604.5 III Roofs: Ground Snow: Pg 30 psf (used for drifting calculations) Flat Roof Snow: Pf 30 psf (Min.) Snow Exposure Factor: Ce ASCE 7-10 Table 7-2 1.0 Snow importance Factor: Is ASCE 7-10 Table 1.5-1 1.1 Snow Thermal Factor: Ct ASCE 7-10 Table 7.3 1.0 FIELD VERIFICATION OF EXISTING CONDITIONS: Contractor shall thoroughly inspect and survey existing structure to verify conditions that affect the work shown on the drawings. Contractor shall report any variations or discrepancies to the Architect before proceeding. Contract documents have been prepared using limited site observations. During construction, the contractor may encounter existing conditions which are not now known or are variance with project documentation (discovery). contractor shall notify the engineer of all conditions not per the contract Documents. examples include: sizes or dimensions other than those shown. damage or deterioration to materials or components. conditions of instability or lack of support. items noted as existing on the drawings but not found in the field include, but are not limited to: Contractor shall prepare dimensional drawings of all discovered items. Contractor shall field verify all existing structural conditions prior to submitting shop drawings. Contractor shall make allowance for the resolution of such discoveries in the construction schedule. STRUCTURAL ERECTION AND BRACING REQUIREMENTS: The structural drawings illustrate the completed structure with elements in their final positions, properly supported and braced. These construction documents contain typical and representative details to assist the 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, nor is every exceptional condition addressed. All proprietary connections shall be installed in accordance with the manufacturers' recommendations. All work shall be accomplished in a workmanlike manner and in accordance with the applicable code and local ordinances. 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 for resolution. Continuation of work without notification of discrepancies relieves the architect and engineer from all consequences. Unless otherwise specifically indicated, the drawings do not describe methods of construction. The 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, 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. Do not backfill against basement or retaining walls until supporting slabs and floor framing are in place and securely anchored, unless adequate bracing is provided. Temporary bracing shall remain in place until all floors, walls, roofs and any other supporting elements are in place. The architect and engineer bear no responsibility for the above items, and observation visits to the site do not in any way include inspection of them. Precautionary Notes on Structural Behavior : A. Interior finish detailing must accommodate the differentials in relative movement of supporting structures. B. Roof spans are quite long, and applied loading naturally causes substantial deflection. Interior elements hung from the roof will deflect with the roof. C. The floor is a structural slab on steel deck and will have movement during the placement of concrete during construction. The concrete deck may not be uniform accross structure as a result. D. Exterior wall assembly is hung from the edge of the building structure and is directly affected to some BH BH MAX DIAGONAL DISTANCE = 89' - 5 9/16" MAX DIAGONAL DISTANCE = 77' - 1" PATH EXIT A SEPARATION = 67' - 0" PATH A EXIT SEPARATION = 73' - 6" PATH C NEW FAN UNIT, MAXIMUM WEIGHT = 300LBS. INSTALL NEW CHANNEL BETWEEN STEEL BEAMS IF REQUIRED FOR LOCATION REMOVE EXISTING RTU AND REPLACE WITH NEW RTU, MAXIMUM WEIGHT = 6900 LBS. SEE MECHANICAL PLANS FOR ADDITIONAL INFORMATION. NO CONCRETE CURB IS TO BE INSTALLED BELOW UNIT. ALIGN NEW UNIT AND CURB OVER EXISTING FRAMING AS SHOWN IN DETAIL 1/S1.0 NEW ROOF DUCT PENETRATION. ADD ANGLE FRAMES AS REQUIRED PER FIELD CONDITIONS. SEE DETAIL REMOVE EXISTING UNIT AND REPLACE WITH NEW ERV, MAXIMUM WEIGHT = 1450 LBS. PLACE NEW UNIT OVER EXISTING FRAMING WHERE POSSIBLE. SEE MECHANICAL PLANS FOR ADDITIONAL INFORMATION. UTILIZE EXISTING ROOF PENETRATIONS WHERE POSSIBLE. ADD NEW FRAMING AS REQURIED. NO CONCRETE CURB IS TO BE INSTALLED BELOW UNIT NEW DEHUMIDIFICATION UNIT. MAXIMUM WEIGHT = 10,500 LBS. SEE MECHANICAL PLANS FOR ADDITIONAL INFORMATION. UTILIZE EXISTING ROOF PENETRATIONS WHERE POSSIBLE. LOCATE CURB WITHIN 6" OF FRAMING MEMBER. ADD NEW FRAMING AS REQURIED. NO CONCRETE CURB IS TO BE INSTALLED BELOW UNIT. ORIENTATE NEW RTU TO UTILIZE EXISTING DUCT PENETRATION WSHP-36 360# WSHP-37 360# WSHP-38 360# WSHP-41 360# WSHP-40 360# EXISTING GYM ROOF JOIST EXISTING GYM ROOF JOIST EXISTING GYM ROOF JOIST EXISTING GYM ROOF JOIST EXISTING GYM ROOF JOIST EXISTING GYM ROOF JOIST EXISTING GYM ROOF JOIST EXISTING GYM ROOF JOIST EXISTING GYM ROOF JOIST EXISTING GYM ROOF JOIST MAX DIAGONAL DISTANCE = 40' - 0" EXIT SEPARATION = 25' - 8" MAX DIAGONAL DISTANCE = 68' - 3" EXIT SEPARATION = 33' - 4" BH BH BH BH PATH B S S S S S S S S S S S S S S J J J J J 2 EXISTING RTU TO BE REMOVED AND REPLACED WITH NEW CHILLER. MAXIMUM WEIGHT = 2900 LBS. SEE MECHANICAL PLANS FOR ADDITIONAL INFORAMATION. EXISTING 6" CONCRETE CURB BELOW UNIT TO REMAIN. ADD METAL DECKING TO MATCH EXISTING TO CLOSE ABANDONED RTU DUCT PENETRATIONS EXISTING RTU TO BE REMOVED AND REPLACED WITH ERV. MAXIMUM WEIGHT = 2750 LBS. SEE MECHANICAL PLANS FOR ADDITIONAL INFORAMATION. EXISTING 6" CONCRETE CURB BELOW UNIT TO REMAIN. MODIFICATIONS TO EXISTING ROOF PENETRATIONS AS REQUIRED. ADD NEW C8x11.5 WITHIN 6" OF NEW RTU CURB AND AT NEW OPENINGS. VERIFY AND ADD CHANNEL FRAMING ALONG EDGE OF CONCRETE CURB AS REQUIRED FOR FULL SUPPORT OF CONCRETE SLAB. NEW MAKE UP AIR UNIT (MAU) TO BE INSTALLED. MAXIMUM WEIGHT = 485 LBS. SEE MECHANICAL PLANS FOR ADDITIONAL INFORAMATION. ADD ADDITIONAL FRAMING AS REQUIRED FOR NEW ROOF PENETRATIONS. WSHP-35 360# WSHP-31 500# WSHP-34 360# WSHP-33 360# WSHP-32 W/D (N) FLOOR DRAIN (N) 3'0"X7'0" WD DOOR IN (N) HM FRAME, DOOR FINISH AND HARDWARE TO MATCH (E) ADJACENT DOORS, PAINT FRAME TO MATCH (E) ADJACENT FRAMES RELOCATED (E) STACKABLE W/D. OWNER TO FURNISH AND INSTALL (E) APPLIANCES WITH NEW STACKING KIT. (N) 3 5/8" MTL STUD FRAMING @ 16" O.C. AND 5/8" GB BOTH SIDES WALL, PAINT BOTH SIDES TO MATCH (E) ADJACENT WALLS. PROVIDE RUBBER BASE AND WOOD CHAIR RAIL TO MATCH ADJACENT WALL. AREA OF NEW WORK (N) CT FLOORING, MATCH (E) IN ADJACENT RESTROOMS LAUNDRY ROOM 3'‐0" EQ EQ CUT FLOOR AS NEEDED TO RUN NEW DRAIN LINE. RE: MECH. PATCH AND REPLACE CONCRETE AND REINSTALL FLOORING TO PRECONSTRUCTION CONDITION TYP. 4'‐0" RELOCATE AND CUT TO SIZE 5 SHELVES ON STANDARDS AND BRACKETS FROM (E) LAUNDRY ROOM. PAINT ALL NEW CONDUIT, STRUCTURAL ELEMENTS, DUCTWORK, AND OTHER EXPOSED NEW MATERIALS TO MATCH CEILING TYP. PATCH AND REPAIR CEILING AND ROOF AT ABANDONED DUCT PENETRATIONS TYP. PAINT ALL NEW CONDUIT, STRUCTURAL ELEMENTS, DUCTWORK, AND OTHER EXPOSED NEW MATERIALS TO MATCH CEILING TYP. 1 2 NEW FANS TO BE CENTERED ON BASKETBALL COURT. FAN BLADES SHALL NOT PASS UNDER LIGHT FIXTURES AND SHALL BE CLEAR OF RETRACTED ADJACENT BASKETBALL HOOPS. RELOCATE (E) SOUND BAFFLES IN CONFLICT WITH NEW FAN TO EAST WALL SIM SPACING TO (E) BAFFLES ALONG SOUTH WALL RELOCATE (E) SOUND BAFFLES IN CONFLICT WITH NEW FAN TO EAST WALL SIM SPACING TO (E) BAFFLES ALONG SOUTH WALL PROVIDE ROOF LADDER 2 ABOVE A101 B5 1. RE: STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR FULL SCOPE OF DEMOLITION WORK. 2. DRAWINGS INDICATE AN APPROXIMATION OF THE BUILDING CONSTRUCTION AND DIMENSIONS FOR BIDDING PURPOSES. IT IS THE S S S S S S S S S S 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 3 (N) WALL TO EXTEND 4" MIN ABOVE FINISHED CEILING 1 2 PROVIDE ROOF LADDER 1 ABOVE 1. RE: STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR FULL SCOPE OF DEMOLITION WORK. 2. DRAWINGS INDICATE AN APPROXIMATION OF THE BUILDING CONSTRUCTION AND DIMENSIONS FOR BIDDING PURPOSES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS, INCLUDING REQUIRED DEMOLITION OF THE BUILDING & ITS CONTENTS, ACCOMMODATION OF DEMOLITION REMOVAL, AND NEW CONSTRUCTION SCOPE OF WORK. ADDITIONALLY, THESE DRAWINGS MAY NOT INCLUDE ALL EXISTING CONDITIONS WHICH MAY AFFECT THE WORK OF THIS CONTRACT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL CONDITIONS BEFORE BEGINNING CONSTRUCTION. 3. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR SUPPORT AS NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR DAMAGE TO STRUCTURES TO BE DEMOLISHED AND ADJACENT FACILITIES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS OF STABILIZATION OF THE EXISTING AND ADJACENT STRUCTURES DURING AND AFTER DEMOLITION OF THE BUILDING, INCLUDING ANY ADDITIONAL BRACING NOT SPECIFICALLY INDICATED ON THE ATTACHED DRAWINGS, AS REQUIRED BY CONDITIONS IN THE FIELD. T S HVAC LEGEND: RTU-X RTU-X CO2 ROUND DUCT (NEW SHADED/EXISTING UNSHADED) RECT TAKE-OFF W/ DAMPER FROM ROUND MAIN RECT TAKE-OFF W/ DAMPER FROM RECT MAIN ROUND TAKE-OFF W/ DAMPER FROM ROUND MAIN ROUND TAKE-OFF W/ DAMPER FROM RECT MAIN DUCT WITH MOTORIZED DAMPER DUCT WITH COUNTERBALANCED DAMPER RETURN/EXHAUST GRILLE (DUCTED) AIRFLOW PATTERNS THERMOSTAT WITH ZONE TAG FIRE DAMPER TAG FIRE/SMOKE DAMPER WITH DUCT DETECTOR DUCT WITH VOLUME DAMPER RETURN GRILLE (UNDUCTED) DIFFUSER WITH FLEX DUCT F FS RECT DUCT SIZE CHANGE RECT DUCT CHANGE TO ROUND RECT ELBOW UP (SUPPLY) RECT ELBOW UP (NON-SUPPLY) RECT ELBOW DOWN (SUPPLY) RECT ELBOW DOWN (NON-SUPPLY) ROUND ELBOW DOWN ROUND ELBOW UP ROUND ELBOW RECT ELBOW W/ TURNING VANES RECT DUCT (NEW SHADED/EXISTING UNSHADED) SENSOR WITH ZONE TAG SD SMOKE DAMPER WITH DUCT DETECTOR CARBON DIOXIDE SENSOR RETURN/EXHAUST GRILLE (DUCTED) PLUMBING LEGEND: V LP G VAC CA F GRADE CLEANOUT RD ORD W GW HWC HW TW CW CD PIPE ELBOW UP PIPE TEE DOWN PIPE TEE UP HOT WATER CIRC. TEMPERED WATER UP UP J J K L L M M N N P P 4 4 3 3 1 XA X1 X2 X2 R R S S Q Q T T 2 X1.5 XE.5 XF 123 1 FITNESS 126 DANCE STORAGE 128 (E)EDH-2 2 (E)EDH-1 3 (E)FTU-4 (E)FTU-3 3 (E)FTU-5 7 4 8 9 5 4 10 12 7 7 WORK SHOWN IN THIS CALLOUT IS ONLY WORK TO BE INCLUDED IN THIS SCOPE K L M N P X1 Q R S T A A B B C C D D E E F F G G H H J J K K L L M N P 13 13 12 12 11 11 10 10 6 5 4 3 1 X6 X4 X3 X1 XE XA X5 X2 14 14 15 15 Q R S T 7 2 9 8 9 8 X1.5 X5.5 XE.5 XF XF.5 XG XH XL (E)KEF-1 (E)RTU-1 (E)EF-3 (E)RTU-2 (E)DHU-1 (E)RTU-3 (E)RTU-4 1 UP UP FLAG NOTES: WATER SOURCE HEAT PUMP ABOVE CEILING. SUSPEND FROM STRUCTURE WITH VIBRATION ISOLATION HANGERS. PROVIDE FLEXIBLE DUCT CONNECTIONS ON INLET AND OUTLET OF HEAT PUMP. RETURN DUCT SIZED TO MATCH UNIT RETURN OPENING. LEAVE END OF DUCT OPEN TO CEILING PLENUM WITH MANUAL BALANCE DAMPER. PROVIDE OUTSIDE AIR BRANCH SIZED AS SHOWN WITH MANUAL BALANCE DAMPER. REFER TO EQUIPMENT SCHEDULES FOR VENTILATION AIRFLOW. SHADED AREA INDICATES RECENT ADDITION. NOT IN THIS SCOPE OF WORK UNLESS NOTED OTHERWISE. NEW 36x28 SUPPLY DUCT DROP FROM POOL ERV ABOVE. CONNECT TO ERV WITH FLEXIBLE CONNECTOR AND TRANSITION TO ERV OPENING AS NECESSARY. TAP INTO TOP OF NEW SUPPLY DUCT WITH 45° FITTING. NEW SUPPLY DUCT CONTINUED FROM EXISTING, SIZED TO MATCH EXISTING DUCT, APPROXIMATELY 70"X18", FIELD VERIFY. ROUTE NEW DUCT TO ERV SUPPLY DROP AND CONNECT PER NOTE 4 ABOVE. NEW 36x34 EXHAUST DUCT DROP FROM POOL ERV ABOVE. CONNECT TO ERV WITH FLEXIBLE CONNECTOR AND TRANSITION TO ERV OPENING AS NECESSARY. ALL NEW EXPOSED DUCT IN POOL AREA TO BE OF STAINLESS STEEL CONSTRUCTION. EXISTING 20x10 SUPPLY REGISTER TO REMAIN. BALANCE TO CFM INDICATED. EXISTING 24x14 SUPPLY REGISTER TO REMAIN. BALANCE TO CFM INDICATED. ROUTE NEW ROUND EXHAUST DUCT THROUGH EXISTING OPENING IN WALL WHERE EXISTING RETURN AIR GRILLE IS BEING REMOVED. COORDINATE WITH G.C. FOR PATCHING WALL OPENING AROUND NEW DUCTS. EXISTING EXHAUST GRILLE TO REMAIN. BALANCE TO CFM INDICATED. EXHAUST DUCT DOWN IN NEW CHASE TO GRILLE. BOTTOM OF GRILLE LOCATED 6" A.F.F. NEW 30x18 BRANCH DUCT SIZED TO AVOID CONFLICT WITH EXISTING SUPPLY DUCT, FIELD VERIFY AVAILABLE SPACE. ROUTE DOWN IN NEW CHASE, AND TRANSITION WITHIN CHASE TO 36x18 AFTER CLEARING THE EXISTING SUPPLY DUCT. ROUTE DOWN TO GRILLE WITH BOTTOM OF GRILLE LOCATED 6" A.F.F. 1 2 3 4 5 6 7 8 9 10 11 12 13 J J K K L L M M UP H J K L M N P 3 1 X3 X1 XA X2 Q R S T 2 X1.5 XE.5 18"ø 18"ø 18"ø 18"ø 30"x16" 30"x16" 1 T T CO2 30"x28" 30"x28" 24"ø 24"ø 24"ø 24"ø WSHP-40 WSHP-41 WSHP-42 ERV-4 CF-3 CF-4 ERV-5 CF-1 1 T 3 4 5 CF-2 20"ø 20"ø 12"ø 12"ø 20"ø 20"ø 12"ø 12"ø 48"x18" 7 (420 CFM) 48"x18" 36"x18" ( 7 420 CFM) 7 (420 CFM) 7 (420 CFM) 7 (420 CFM) (420 CFM) 7 7 (420 CFM) 7 (420 CFM) (420 CFM) 7 7 (420 CFM) (420 CFM) 7 (420 CFM) 7 (420 CFM) 7 (420 CFM) 7 HWR HWS AIRFLOW HWS HWR AIRFLOW MVD UNLESS NOTED OTHERWISE SUPPLY EXHAUST/RETURN 45° SCALE: DUCT TAKE-OFF DETAIL RECTANGULAR NONE SCALE: DUCT TAKE-OFF DETAIL ROUND NONE RETURN AIR DIRECTION 45° LATERAL TAKE-OFF FITTING WORM DRIVE SS CLAMP FLEX DUCT WHEN USED SUPPLY AIR DIRECTION FITTING IS TO CONTAIN MVD WITH HANDLE AND LOCKNUT UNLESS NOTED OTHERWISE SCALE: DUCT TRANSITION DETAIL NONE DIVERGING AIRFLOW CONVERGING AIRFLOW CONVERGING AIRFLOW DIVERGING AIRFLOW 30° MAX CONVERGING AIRFLOW 15° MAX DIVERGING AIRFLOW = = 30° MAX CONVERGING AIRFLOW 15° MAX DIVERGING AIRFLOW = = RECTANGULAR OR ROUND DUCT FAN SCHEDULE NUMBER MAKE & MODEL NUMBER CFM FAN SPEED EXT STATIC DRIVE TYPE REMARKS CF-1 BIG ASS FANS POWERFOIL X2.0 16FT DIAMETER - 1.0 HP 300 DIRECT YES TYPE DUTY MOTOR HP/W ELEC VOLTAGE SPEED CONTROL GRILLE TYPE HOUSING CONST CONTROL CEILING FAN 106 RPM N/A ALUM A 480/3 1 1 WITH BACNET ADAPTOR A CONTINUOUS OPERATION, CONTROLLED BY SPEED CONTROLLER MOUNTED IN POOL ROOM CF-3 MIXING - CEILING MIXING - FAN - 1.5 HP 320 DIRECT YES 95 RPM N/A ALUM B 480/3 B ON DURING OCCUPIED PERIODS, CONTROLLED BY SPEED CONTROLLER MOUNTED IN GYM 2 WITH FACTORY PROVIDED SAFETY CABLE 2 3 CF-2 BIG ASS FANS POWERFOIL X2.0 16FT DIAMETER - 1.0 HP 300 DIRECT YES CEILING FAN 106 MIXING - RPM N/A ALUM A 480/3 BIG ASS FANS POWERFOIL X2.0 12FT DIAMETER 3 3 CF-4 BIG ASS FANS POWERFOIL X2.0 12FT DIAMETER CEILING MIXING - FAN - 1.5 HP 320 DIRECT YES 95 RPM N/A ALUM B 480/3 2 3 1 3 10 AIRFOILS 4 4 MAX FLA MAX BREAKER GRILLES, REGISTERS AND DIFFUSERS SCHEDULE NUMBER MAKE & MODEL NUMBER D-1 TITUS OMNI-3 SUPPLY DESCRIPTION COLOR FRAME REMARKS DUTY SIZE NECK SIZE FRAME TYPE FRAME CONST DAMPER ARCHITECTURAL UNI-FLO DIFFUSER WHITE 24/24 LAY-IN STEEL NO SEE PLAN D-2 TITUS OMNI-1 SUPPLY ARCHITECTURAL UNI-FLO DIFFUSER WHITE 24/24 SURFACE STEEL YES SEE PLAN D-3 TITUS OMNI-1 SUPPLY ARCHITECTURAL UNI-FLO DIFFUSER WHITE 12/12 SURFACE STEEL YES SEE PLAN D-4 TITUS 300RL-1 SUPPLY SIDEWALL SUPPLY DIFFUSER WHITE SIDEWALL STEEL YES SEE PLAN D-5 TITUS TDC-3 SUPPLY DIRECTIONAL DIFFUSER WHITE 24/24 LAY-IN STEEL NO SEE PLAN WITH TRIM FRAME WITH TRIM FRAME SEE PLAN 18x18 DUCT SIZE WITH ROUND NECK D-6 TITUS TDC-1 SUPPLY DIRECTIONAL DIFFUSER WHITE SURFACE STEEL NO SEE PLAN NECK + 6" D-7-2-# TITUS TBD-30 SUPPLY ADJUST PLENUM SLOT DIFFUSER 0.75" SLOTS WHITE LAY-IN ALUM NO SEE PLAN 48" TEMPERATURE CONTROL SYSTEM AND SEQUENCE OF CONTROLS: ERV-5 POINTS LIST: FUTURE PHASE FUTURE PHASE 223 Linden St., Suite 204 Fort Collins, CO 80524 Phone: 970-556-0570 Front-desk@int-mech.com ‐ PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T ‐ 970.484.0117 F ‐ 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524‐2913 © 2015 www.rbbarchitects.com 6/4/2015 11:32:10 AM M9.1 14‐103 HVAC CONTROLS SEQUENCES Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins Construction Documents 06/05/2015 06/05/2015 NO DESCRIPTION DATE UP UP FLAG NOTES: SHADED AREA INDICATES RECENT ADDITION. NOT IN THIS SCOPE OF WORK UNLESS NOTED OTHERWISE. CONNECT GAS TO NEW POOL UNIT WITH UNION, GAS COCK, PRV AND 6" DIRT LEG. CONNECT FROM EXISTING GAS LINE ON ROOF. FIELD VERIFY. REFER TO EVAPORATIVE COOLING UNIT FILL & DRAIN PIPING DETAIL ON SHEET P3.1. PROVIDE COLD WATER AND DRAIN LINES PER DETAIL WITHIN CEILING SPACE BELOW UNIT. FIELD VERIFY LOCATION OF EXISTING WATER LINE. 1 2 3 J J K L L M M N N P P 4 4 3 3 1 XA X1 X2 X2 R R S S Q Q T T 2 X1.5 XE.5 XF 123 1 K L M N P X1 XA Q R S T 2 ERV-5 2 PRV-3 1" 3 223 Linden St., Suite 204 Fort Collins, CO 80524 Phone: 970-556-0570 Front-desk@int-mech.com ‐ PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PLUMBING FIXTURE SCHEDULE: FLOOR SINK - ZURN Z1930, 8"X4" CAST IRON BODY, ACID RESISTING EPOXY COATED INTERIOR, BOTTOM DOME STRAINER, 1/2 GRATE - SEE PLAN FOR PIPE SIZE FLOOR CLEANOUT - ZURN ZN1400, CAST IRON BODY, NICKEL BRONZE HEAD ASSEMBLY, ADJUSTABLE HEAD, GAS AND WATERTIGHT ABS TAPERED THREAD PLUG - SEE PLAN FOR PIPE SIZE WALL CLEANOUT - ZURN Z-1469 COVER PLATE, POLISHED 304 STAINLESS STEEL, PVC PIPE CLEANOUT - SEE PLAN FOR PIPE SIZE AIR ADMITTANCE VALVE - STUDOR MINI VENT 20301, PVC, WITH SCREEN, LIFETIME WARRANTY - SEE PLAN FOR PIPE SIZE ACCESS PANEL - STUDOR MULTI-PURPOSE RECESS BOX 20306, 7.75"X7.75", LOUVERED METAL GRILLE WASHER BOX - OATEY 38642 BOX WITH INTEGRAL SHOCK ABSORBER, 2" DRAIN, TOP MOUNTED HOT AND COLD WATER VALVES GAS PRESSURE REGULATOR - MAXITROL 325-3L - 140 MBH MAXIMUM LARGEST APPLIANCE, 250 MBH MAXIMUM TOTAL CAPACITY, 2 PSI INLET, 11" WC OUTLET, WITH 12A09 VENT LIMITER WHEN INSTALLED INDOORS GAS PRESSURE REGULATOR - MAXITROL 325-5AL - 300 MBH MAXIMUM LARGEST APPLIANCE, 550 MBH MAXIMUM TOTAL CAPACITY, 2 PSI INLET, 11" WC OUTLET, WITH 12A39 VENT LIMITER WHEN INSTALLED INDOORS GAS PRESSURE REGULATOR - MAXITROL 325-7AL - 1250 MBH MAXIMUM LARGEST APPLIANCE, 1250 MBH MAXIMUM TOTAL CAPACITY, 2 PSI INLET, 11" WC OUTLET, WITH 12A49 VENT LIMITER WHEN INSTALLED INDOORS FS-1 FCO-1 WCO-1 AAV-1 AP-1 WB-1 PRV-1 PRV-2 PRV-3 SCALE: NEW LAUNDRY ROOM WASTE & VENT ISOMETRIC NONE V 2" FS-1 2" AAV-1 3" WCO-1 W W 2" 2" 3" COMBINATION WASTE & VENT WB-1 AP-1 3" (E)W 2" FIXTURE ROUGH-IN SCHEDULE: WATER CLOSET (TANK TYPE): WATER CLOSET (FLUSH VALVE): URINAL (FLUSH VALVE): LAVATORY: SINK: DRINKING FOUNTAIN/COOLER: MOP SERVICE SINK: - PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 ΞϮϬϭϱ www.rbbarchitects.com 1231.31 Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins CONSTRUCTION DOCUMENTS 06/05/2015 NO DESCRIPTION DATE APS, INC. ELECTRICAL ENGINEERS JUNE 5, 2015 E0 LEGEND, SPECIFICATIONS, DRAWING INDEX A B C D E F H 3 2 4 X3 X4 X6 X6 XA XA XB XB XE XE XH XK XL X2 X5 XG XJ XF XE.5 XF.5 5 6 7 8 10 9 11 12 13 14 15 G K X1.5 X5.5 DN - PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 ΞϮϬϭϱ www.rbbarchitects.com 1231.31 Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins CONSTRUCTION DOCUMENTS 06/05/2015 NO DESCRIPTION DATE 1 1 H 3 2 2 4 X3 X1 X4 X6 XA XB XE X2 X5 XF XE.5 G K X1.5 X5.5 X0 - PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 ΞϮϬϭϱ www.rbbarchitects.com 1231.31 Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins CONSTRUCTION DOCUMENTS 06/05/2015 NO DESCRIPTION DATE APS, INC. ELECTRICAL ENGINEERS JUNE 5, 2015 ED.2 ELECTRICAL LOWER LEVEL SOUTH DEMOLOTION PLAN A B C D E F H H J L M 3 2 4 X3 X4 X6 X6 XA XA XB XB XE XE XH XK XL X2 X5 XG XJ XF XE.5 XE.5 XF.5 5 6 7 8 10 9 11 12 13 14 15 G K K N P Q X1.5 X5.5 X5.5 DN - PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 ΞϮϬϭϱ www.rbbarchitects.com 1231.31 Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins A B C D E F H 3 2 4 X3 X4 X6 X6 XA XA XB XB XE XE XH XK XL X2 X5 XG XJ XF XE.5 XF.5 5 6 7 8 10 9 11 12 13 14 15 G K X1.5 X5.5 DN XA - PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 ΞϮϬϭϱ www.rbbarchitects.com 1231.31 Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins CONSTRUCTION DOCUMENTS 06/05/2015 1 1 H 3 2 2 4 X3 X1 X4 X6 XA XB XE X2 X5 XF XE.5 G K X1.5 X5.5 X0 - PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 ΞϮϬϭϱ www.rbbarchitects.com 1231.31 Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins CONSTRUCTION DOCUMENTS 06/05/2015 NO DESCRIPTION DATE APS, INC. ELECTRICAL ENGINEERS JUNE 5, 2015 E2.2 ELECTRICAL LOWER LEVEL SOUTH POWER PLAN - PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 ΞϮϬϭϱ www.rbbarchitects.com 1231.31 Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins CONSTRUCTION DOCUMENTS 06/05/2015 NO DESCRIPTION DATE APS, INC. ELECTRICAL ENGINEERS JUNE 5, 2015 E3.1 ELECTRICAL ONE-LINE DIAGRAMS AND SCHEDULES - PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 ΞϮϬϭϱ www.rbbarchitects.com 1231.31 Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins CONSTRUCTION DOCUMENTS 06/05/2015 NO DESCRIPTION DATE APS, INC. ELECTRICAL ENGINEERS JUNE 5, 2015 E3.2 ELECTRICAL SCHEDULES BH BH MAX DIAGONAL DISTANCE = 89' - 5 9/16" MAX DIAGONAL DISTANCE = 77' - 1" PATH EXIT A SEPARATION = 67' - 0" PATH A EXIT SEPARATION = 73' - 6" PATH C EXIT SEPARATION = 104' - 2" DENOTES AREAS THAT FLUSH MOUNTED SOLAR PANELS MAY BE MOUNTED DENOTES AREAS THAT REQUIRE ADDITIONAL INFORMATION FROM SOLAR PANEL PROVIDER AND FURTHER STRUCTURAL STUDY FOR VIABILITY FOR INSTALLATION OF SOLAR PANELS - PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com 6/3/2015 5:25:07 PM SP1.1 1922 WEST WING SOLAR PANEL FUTURE EXPANSION Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins 06/05/2015 1 1/8" = 1'-0" WEST WING SOLAR PANEL FUTURE EXPANSION MULTI- PURPOSE ADDITION ADMINISTRATION ADDITION ORIGINAL BUILDING ORIGINAL BUILDING KEY PLAN NOT FOR CONSTRUCTION. FOR INFORMATION PURPOSES ONLY NO DESCRIPTION DATE BH MAX DIAGONAL DISTANCE = 40' - 0" EXIT SEPARATION = 25' - 8" MAX DIAGONAL DISTANCE = 68' - 3" EXIT SEPARATION = 33' - 4" BH BH BH BH EXIT SEPARATION = 104' - 2" PATH B DENOTES AREAS THAT FLUSH MOUNTED SOLAR PANELS MAY BE MOUNTED DENOTES AREAS THAT REQUIRE ADDITIONAL INFORMATION FROM SOLAR PANEL PROVIDER AND FURTHER STRUCTURAL STUDY FOR VIABILITY FOR INSTALLATION OF SOLAR PANELS - PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com 6/3/2015 5:25:12 PM SP1.2 1922 EAST WING SOLAR PANEL FUTURE EXPANSION Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins 06/05/2015 NO DESCRIPTION DATE 1 1/8" = 1'-0" EAST WING SOLAR PANEL FUTURE EXPANSION MULTI- PURPOSE ADDITION ADMINISTRATION ADDITION ORIGINAL BUILDING ORIGINAL BUILDING KEY PLAN NOT FOR CONSTRUCTION. FOR INFORMATION PURPOSES ONLY NO DESCRIPTION DATE APS, INC. ELECTRICAL ENGINEERS JUNE 5, 2015 E2.1 ELECTRICAL LOWER LEVEL NORTH POWER PLAN CONSTRUCTION DOCUMENTS 06/05/2015 NO DESCRIPTION DATE APS, INC. ELECTRICAL ENGINEERS JUNE 5, 2015 E1.1 ELECTRICAL LOWER LEVEL NORTH LIGHTING PLAN APS, INC. ELECTRICAL ENGINEERS JUNE 5, 2015 ED.1 ELECTRICAL LOWER LEVEL NORTH DEMOLITION PLAN WALL HYDRANT/HOSE BIBB: SHOWER: BATH TUB: DISHWASHER: LAUNDRY BOX: ICE MAKER BOX: COLD WATER HOT WATER 0.5" 1" 0.75" 0.5" 0.75" 0.5" 0.75" 0.75" 0.5" 0.5" - 0.5" 0.5" - - - 0.5" 0.75" - 0.75" - 0.5" 0.5" 0.5" 0.5" - NOTE: PROVIDE GAS PIPE SUPPORTS MINIMUM EVERY 8'-0" GAS PIPE PIPE CLAMP COOPER B-LINE DURA-BLOK DB10, 5" HIGH x 6" WIDE x 9.6" LONG, OR APPROVED EQUAL 1" HIGH GALV. CHANNEL SCALE: GAS PIPE SUPPORT DETAIL NONE MAKE-UP AIR UNIT 0.25" COPPER TUBING ROOF BALL VALVE PRV, SET TO 10 PSI MAX 0.75" DRAIN TO NEARST FLOOR DRAIN 3-WAY SOLENOID VALVE 2-WAY SOLENOID VALVE (N.O) DRAIN OVERFLOW DRAIN DUCT SCALE: EVAPORATIVE COOLING UNIT FILL & DRAIN PIPING DETAIL NONE CW 0.75"CW FROM NEAREST LINE OF EQUAL OR LARGER SIZE. FIELD VERIFY SCALE: NEW MECHANICAL ROOM WASTE & VENT ISOMETRIC NONE COMBINATION WASTE & VENT V W W 2" FS-1 2" FS-1 (E)W (E)MOP SINK 2" 2" 2" 2" CONNECT NEW 2"W INTO EXISTING W JUST AFTER EXISTING MOP SINK 223 Linden St., Suite 204 Fort Collins, CO 80524 Phone: 970-556-0570 Front-desk@int-mech.com ‐ PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T ‐ 970.484.0117 F ‐ 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524‐2913 © 2015 www.rbbarchitects.com 6/4/2015 9:21:20 AM P3.1 14‐103 PLUMBING SCHEDULES, DETAILS AND ISOMETRICS Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins Construction Documents 06/05/2015 06/05/2015 NO DESCRIPTION DATE FUTURE PHASE FUTURE PHASE PROJECT #: ARCHITECTS CONSULTANT T ‐ 970.484.0117 F ‐ 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524‐2913 © 2015 www.rbbarchitects.com 6/4/2015 9:20:19 AM P2.2 14‐103 SOUTH PLUMBING PLANS Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins Construction Documents 06/05/2015 06/05/2015 0' LOWER LEVEL SOUTH HVAC PIPING PLAN 8' 16' MULTI- PURPOSE ADDITION ADMINISTRATION ADDITION EXISTING BUILDING EXISTING BUILDING KEYPLAN 0' UPPER LEVEL SOUTH HVAC PIPING PLAN 8' 16' NO DESCRIPTION DATE LONG - # INDICATES NUMBER OF SLOTS - WITH SUPPLY PLENUM D-7-3-# TITUS TBD-30 SUPPLY ADJUST PLENUM SLOT DIFFUSER 1.0" SLOTS WHITE LAY-IN ALUM NO SEE PLAN 48" LONG - # INDICATES NUMBER OF SLOTS - WITH SUPPLY PLENUM D-8-1-# TITUS TBD-30 SUPPLY ADJUST LINEAR SLOT DIFFUSER 0.75" SLOTS WHITE SURFACE ALUM YES SEE PLAN 48" LONG - # INDICATES NUMBER OF SLOTS - WITH SUPPLY PLENUM AND T-BAR D-8-2-# TITUS TBD-30 SUPPLY ADJUST LINEAR SLOT DIFFUSER 1.0" SLOTS WHITE SURFACE ALUM YES SEE PLAN 48" LONG - # INDICATES NUMBER OF SLOTS - WITH SUPPLY PLENUM AND T-BAR D-9 TITUS S300FL SUPPLY DUCT MOUNTED SUPPLY DIFFUSER GALV SIDEWALL ALUM YES SEE PLAN NECK + 3" G-1 TITUS PAR-3 RETURN PERFORATED FACE GRILLE WHITE 24/24 22/22 LAY-IN STEEL NO G-2 TITUS PAR-3 RETURN PERFORATED FACE GRILLE WHITE 24/12 22/10 LAY-IN STEEL NO G-3 TITUS 355RLF RETURN LOUVERED FACE FILTER GRILLE WHITE SURFACE STEEL NO G-4 TITUS 8F-1 RETURN PERFORATED FACE GRILLE WHITE 12/12 10/10 SURFACE STEEL NO G-5 TITUS 350RL-1 RETURN LOUVERED FACE GRILLE WHITE SURFACE STEEL NO SEE PLAN SEE PLAN R-1 TITUS PAR-3 RETURN/ EXHAUST PERFORATED FACE REGISTER WHITE 24/24 22/22 LAY-IN STEEL YES R-2 TITUS PAR-3 PERFORATED FACE REGISTER WHITE 24/12 22/10 LAY-IN STEEL YES RETURN/ EXHAUST R-3 TITUS 8F-1 PERFORATED FACE REGISTER WHITE 24/24 22/22 SURFACE ALUM YES RETURN/ EXHAUST R-4 TITUS 8F-1 PERFORATED FACE REGISTER WHITE 12/12 10/10 SURFACE ALUM YES RETURN/ EXHAUST R-5 TITUS 350FL-1 EXHAUST LOUVERED FACE REGISTER WHITE SURFACE ALUM YES SEE PLAN SEE PLAN APPROVED MANUFACTURERS: METALAIRE, KRUEGER WITH 1" FILTER TO MATCH NECK SIZE SEE PLAN NECK + 4" BUILDING AIR BALANCE SCHEDULE SYSTEM (E)ERV-1 +3600 1 EXISTING SYSTEM, LISTED AIRFLOW VALUES ARE ACTUAL MEASURED FLOW RATES 2 KITCHEN EQUIPMENT USE IS INTERMITTENT, ANTICIPATED TO BE OFF FOR A MAJORITY OF TIME OA CFM (POSITIVE) EXHAUST CFM (NEGATIVE) -3453 TOTAL PRESSURIZATION (CFM) +147 (E)ERV-2 +2285 (E)EF-1 (E)DISHWASHER HOOD KEF-1 (KITCHEN GREASE FAN) MAU-1 (KITCHEN) ERV-3 ERV-4 ERV-5 (POOL) WSHP-42 (GYM) -1790 +0 -208 +0 -300 +0 -1500 +1200 -0 +5700 -5200 +2180 -1900 +8550 -10550 +2100 -920 TOTAL +25615 -25821 +495 -208 -300 -1500 +1200 +500 +280 -2000 +1180 -206 MAXIMUM BUILDING AIRFLOW REMARKS 1 1 1 3 +3600 OA CFM (POSITIVE) EXHAUST CFM (NEGATIVE) -3453 TOTAL PRESSURIZATION (CFM) +147 +2285 -1790 +0 -208 +0 -0 +0 -0 +0 -0 +5700 -5200 +2180 -1950 +8550 -10550 +2100 -920 +24415 -24021 +495 -208 0 0 0 +500 +230 -2000 +1180 +394 TYPICAL OPERATING CONDITIONS 2 2 2 3 OUTSIDE AIR AND EXHAUST RATES WILL MODULATE, BUT MAINTAIN -2000 CFM DIFFERENTIAL 4 TYPICAL OPERATING CONDITIONS ANTICIPATED TO RESULT IN AN OVERALL POSITIVE PRESSURIZED BUILDING 4 223 Linden St., Suite 204 Fort Collins, CO 80524 Phone: 970-556-0570 Front-desk@int-mech.com ‐ PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T ‐ 970.484.0117 F ‐ 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524‐2913 © 2015 www.rbbarchitects.com 6/4/2015 8:56:13 AM M8.2 14‐103 HVAC SCHEDULES Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins Construction Documents 06/05/2015 06/05/2015 NO DESCRIPTION DATE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE 10 10 10 10 1.5 AMPS 1.5 AMPS 2.5 AMPS 2.5 AMPS 4 FAN PROVIDED BY OWNER, INSTALLED BY CONTRACTOR WEIGHT (LBS) 1 1 2 2 PUMP SCHEDULE NUMBER MAKE & MODEL NUMBER REMARKS 1 PUMP FACTORY SUPPLIED WITH BOILER, FIELD INSTALLED. POWERED FROM BOILER CONTROLLER TYPE SERVICE IMP. DIA. FLUID GPM HEAD (FT.) % EFF BHP HP ELEC DATA RPM WEIGHT P-9,10 35 P-11,12 P-13,14 WATER WATER WATER GRUNDFOS UPS80-160/2 GRUNDFOS UPS80-80/4 GRUNDFOS MAGNA3 100-120FN IN-LINE SYSTEM CT-1 HX-1 460/3 460/3 208/1 3.0 1.5 85 40 3.0 IN-LINE IN-LINE 85 20 FIXED 85 45% 1.73 FIXED FIXED 46% 1.01 55% 1.54 2 WITH INTERNAL VFD 75 2 90 85 P-7,8 TACO 0013 IN-LINE B-3,4 1 P-15,16 30% GLYCOL GRUNDFOS UPS50-240/2 IN-LINE WSHP-42 FIXED FIXED WATER 25 12 - - 1/6 120/1 3250 12 3200 1650 3485 60 30 41% 1.56 2.0 460/3 3110 60 BOILER SCHEDULE NUMBER MAKE & MODEL NUMBER REMARKS B-3 WEIL-MCLAIN ULTRA 399 CT 1 WITH FACTORY SUPPLIED 30 PSI RELIEF VALVE 399 1 MBH INPUT MBH OUTPUT 364 MBH OUT@ALT 291 FLUID WATER VENT SIZE 4"Ø CA SIZE 4"Ø % EFF 91.3% ELEC DATA 120/1 MOCP 15 HEIGHT (IN) 48" WIDTH (IN) 23" DEPTH (IN) 23" WEIGHT 300 2 3 4 5 6 2 68°F EWT AND 100°F LWT 3 PVC VENTING 5 LOW WATER CUTOFF WITH LOW WATER ALARM CONTACTS 6 RATED AT 5000FT ELEVATION B-4 WEIL-MCLAIN ULTRA 399 CT 399 364 291 WATER 4"Ø 4"Ø 91.3% 120/1 15 48" 23" 23" 300 4 WITH FACTORY PROVIDED CIRCULATOR PUMP, TACO 0013 1 2 3 4 5 6 WATER SOURCE HEAT PUMP SCHEDULE (WATER-TO-AIR) NUMBER MAKE & MODEL NUMBER WSHP-19 CARRIER 50PTH024 1 ORIEN- TATION OA CFM EXT STATIC HEATING MBH SENS MBH COOLING SOURCE GPM SOURCE WPD (FT) HEATING COP FILTER TYPE MIN CIR AMPS MAX FUSE ELEC VOLTAGE LENGTH WIDTH REMARKS 2 3 4 5 WSHP-20 CARRIER 50PTH036 HORIZ HORIZ 1 2 3 4 5 CFM COOLING EER REF TYPE HEIGHT WEIGHT WSHP-21 WSHP-22 WSHP-23 WSHP-24 WSHP-25 WSHP-26 WSHP-27 WSHP-28 WSHP-29 WSHP-30 WSHP-31 WSHP-32 WSHP-33 CARRIER 50PTH024 HORIZ 860 300 0.5" 28.0 3.0 1.6 5.4 12.9 R-410A 6.0 15 460/3 19.7" 64.1" 25.1" 360 1 2 3 4 1 2 3 4 TOTAL MBH COOLING ENT DB °F ENT WB °F CARRIER 50PTH024 CARRIER 50PSH018 CARRIER 50PSH018 CARRIER 50PTH024 CARRIER 50PTH036 CARRIER 50PTH024 HORIZ HORIZ HORIZ HORIZ HORIZ HORIZ HORIZ HORIZ HORIZ HORIZ 900 1470 300 540 0.5" 0.5" 27.9 43.9 22.9 35.4 21.4 37.6 77 60 77 60 3.0 4.5 1.6 3.0 5.4 5.9 13.1 15.6 R-410A R-410A MERV 8 MERV-8 460/3 460/3 6.0 15 10.0 15 19.7" 64.1" 25.1" 360 22.7" 76.0" 28.0 495 1040 325 0.5" 28.1 22.6 23.5 77 60 3.0 1.6 5.6 13.5 R-410A MERV-8 6.0 15 460/3 19.7" 64.1" 25.1" 360 1 2 3 4 5 680 - 0.5" 20.5 15.6 17.1 75 60 2.3 2.6 4.9 13.5 R-410A MERV-8 10.0 15 277/1 19.8" 45.3" 22.8" 250 1 2 3 4 5 660 - 0.5" 21.0 15.7 17.1 77 60 2.3 2.6 5.3 13.4 R-410A MERV-8 10.0 15 277/1 19.8" 45.3" 22.8" 250 1 2 3 4 5 0.5" 77 60 R-410A MERV-8 11.0 15 460/3 1 2 3 4 5 0.5" 77 60 R-410A MERV-8 11.0 15 460/3 1 2 3 4 5 77 60 R-410A MERV-8 460/3 1 2 3 4 5 77 60 R-410A MERV-8 1 2 3 4 7 900 365 0.5" 28.0 21.6 23.0 77 60 3.0 1.6 5.5 13.1 R-410A MERV-8 6.0 15 460/3 19.7" 64.1" 25.1" 360 1 2 3 4 7 1225 550 0.5" 43.4 33.3 36.3 77 60 4.5 3.0 5.5 15.1 R-410A MERV-8 10.0 15 460/3 22.7" 76.0" 28.0" 495 1 2 3 4 5 860 300 0.5" 28.0 21.1 22.7 77 60 3.0 1.6 5.4 12.9 R-410A MERV-8 6.0 15 460/3 19.7" 64.1" 25.1" 360 1 2 3 4 5 5 21.1 22.7 77 60 MERV-8 1 2 3 4 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 WSHP-34 WSHP-35 CARRIER 50PTH036 HORIZ 1430 125 0.5" 44.0 33.6 36.6 76 60 4.5 3.0 5.7 14.9 R-410A MERV-8 10.0 15 460/3 22.7" 76.0" 28.0" 495 1 2 3 4 5 CARRIER 50PTH036 HORIZ 1040 125 0.5" 43.1 29.1 34.4 76 60 4.5 3.0 5.1 14.1 R-410A MERV-8 10.0 15 460/3 22.7" 76.0" 28.0" 495 1 2 3 4 5 6 7 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 9 CARRIER 50PTH048 CARRIER 50PTH048 1860 405 54.9 42.4 45.9 6.0 2.5 5.0 13.2 1860 405 54.9 42.4 45.9 6.0 2.5 5.0 13.2 22.7" 76.0" 28.0" 470 22.7" 76.0" 28.0" 470 CARRIER 50PTH048 1860 440 0.5" 55.0 42.5 46.0 6.0 2.5 5.1 13.2 11.0 15 22.7" 76.0" 28.0" 470 CARRIER 50PTH048 1860 440 0.5" 55.0 42.5 46.0 6.0 2.5 5.1 13.2 11.0 15 460/3 22.7" 76.0" 28.0" 470 CARRIER 50PTH048 HORIZ 1860 400 0.5" 54.9 42.4 45.9 77 60 6.0 2.5 5.0 13.2 R-410A MERV-8 11.0 15 460/3 22.7" 76.0" 28.0" 470 CARRIER 50PTH048 HORIZ 1860 400 0.5" 54.9 42.4 45.9 77 60 6.0 2.5 5.0 13.2 R-410A MERV-8 11.0 15 460/3 22.7" 76.0" 28.0" 470 WSHP-36 WSHP-37 WSHP-38 WSHP-39 WSHP-40 1 RATED AT 5000 FT ELEVATION 5 PROVIDE FLEXIBLE DUCT CONNECTORS AT UNIT INLET AND OUTLET 2 HEATING CAPACITY BASED ON SOURCE EWT 68°F, 70°F EAT 3 COOLING CAPACITY BASED ON SOURCE EWT 86°F 6 ECM MOTOR 7 PSC MOTOR 8 RETURN AIR SMOKE DETECTOR 4 FACTORY INSTALLED NON-FUSED DISCONNECT 9 WATER CONTROL VALVE PROVIDED AND CONTROLLED BY T.C.C. WSHP-41 10.0 15 460/3 10.0 15 460/3 10.0 15 277/1 10.0 15 277/1 6.0 15 460/3 10.0 15 277/1 CARRIER 50PTH036 CARRIER 50PTH036 CARRIER 50PSH018 CARRIER 50PTH036 CARRIER 50PTH024 CARRIER 50PSH018 R-410A MERV-8 R-410A MERV-8 R-410A MERV-8 R-410A MERV-8 R-410A MERV-8 R-410A MERV-8 22.7" 76.0" 28.0" 495 22.7" 76.0" 28.0" 495 19.8" 45.3" 22.8" 250 19.8" 45.3" 22.8" 250 19.7" 64.1" 25.1" 360 19.8" 45.3" 22.8" 250 1 2 3 4 5 6 8 9 1 2 3 4 5 6 8 9 1 2 3 4 5 6 8 9 1 2 3 4 5 6 8 9 1 2 3 4 5 6 8 9 1 2 3 4 5 6 8 9 HORIZ HORIZ HORIZ HORIZ HORIZ HORIZ 705 240 0.5" 20.9 16.6 17.6 77 60 2.3 2.6 5.4 14.0 1075 450 0.5" 21.0 15.7 17.1 77 60 2.3 2.6 5.4 14.0 1475 125 0.5" 43.9 34.3 37.0 76 60 4.5 3.0 5.9 15.3 1185 125 0.5" 43.4 31.0 35.5 76 60 4.5 3.0 5.4 14.8 510 450 0.5" 21.0 15.7 17.1 77 60 2.3 2.6 5.4 14.0 1250 390 0.5" 28.0 20.9 22.7 77 60 3.0 1.6 5.5 13.0 WSHP-43 CARRIER 50PSH012 HORIZ 355 100 0.5" 14.7 9.2 10.4 77 60 1.5 1.0 4.7 11.3 R-410A MERV-8 6.0 15 277/1 19.8" 45.3" 22.8" 205 1 2 3 4 5 6 8 9 ENERGY RECOVERY VENTILATOR SCHEDULE - FIXED PLATE TYPE NUMBER MAKE & MODEL NUMBER ERV-3 MICROMETL CWVG 5700 YES 1 1 4 PREMIUM EFFICIENCY MOTORS WITH VFD'S ORIEN- TATION SUPPLY CFM OUTSIDE CFM EXHAUST CFM SUPPLY FAN ESP HP VFD LAT EFFECTIVENESS FILTER TYPE MIN CIR AMPS MAX FUSE ELEC VOLTAGE HEIGHT W/CURB LENGTH WIDTH WEIGHT W/CURB REMARKS 14" TALL FLAT ROOF CURB (INCLUDED IN UNIT HEIGHT) MOUNTED ON 4" CONCRETE PAD 2 SINGLE POINT POWER CONNECTION WITH NON-FUSED DISCONNECT 3 SMOKE DETECTOR IN RETURN AIR SYSTEM COMPLYING WITH SECTION 606 OF 2012 IMC VERT 2 3 4 5 6 ERV-4 MICROMETL CWVB 5700 VERT 2180 2180 1" - YES 0.75" - YES 8.6 15 460/3 1450 1 2 3 4 5 6 5200 1" - YES 0.75" - 60% 21.3 30 460/3 7'-11" 10'-9" 8'-1" 2600 5 SINGLE POINT 24V CONTACTOR CONTROL CONNECTION 1900 6 SCREENED WEATHERHOODS EXHAUST FAN ESP HP VFD SENS RECOVERY PERFORMANCE (DB°F/WB°F) OAT RAT MERV 8 MERV 8 -10/-11.5 95/60 -10/-11.5 95/60 70/55 75/60 70/55 75/60 40/34 82/58 41/34 82/58 68% 7 MOTORIZED SUPPLY AND EXHAUST DAMPERS 8 AIRFLOW MONITORS AT UNIT INTAKE OPENING 7 8 7'-11" 10'-9" 3'-4" 7 8 COOLING TOWER SCHEDULE NUMBER MAKE & MODEL NUMBER CT-2 BALTIMORE AIRCOIL VTL-066-J 17,500 - 2 1 DESIGN CONDITIONS GPM EWT (°F) LWT (°F) MIN CIR AMPS MAX FUSE ELEC VOLTAGE HEIGHT LENGTH WIDTH WEIGHT REMARKS FORCED DRAFT, CENTRIFUGAL FAN, COUNTERFLOW WITH VERTICAL AIR DISCHARGE 66 7.5 85 84 69 66 - - - 460/3 6'-7" 11'-0" 4'-1" 2,900 WB (°F) TYPE NOM TONS FAN CFM MOTOR HP PUMP GPM PUMP HD (PSI) PUMP HP 1 - 2 PROVIDE VFD'S ON FAN MOTOR 3 WITH NON-FUSED DISCONNECT 3 HEAT EXCHANGER SCHEDULE NUMBER MAKE & MODEL NUMBER HX-2 ALFA LAVAL TL6-BFG 2 1 HOT SIDE EWT (°F) LWT (°F) # PLATES HEIGHT LENGTH WIDTH WEIGHT REMARKS GASKETED PLATE & FRAME CONSTRUCTION 634.7 86 71 4.94 91 51" 24" 13" 725 PD (PSI) TYPE 2 MOUNT ON 4" CONCRETE HOUSEKEEPING PAD PLATE 3 HEAT EXCH. (MBH) GPM 85 FLUID WATER COLD SIDE FLUID GPM EWT (°F) LWT (°F) PD (PSI) WATER 85 69 84 4.98 HX-3 ALFA LAVAL PLATE 30% GLYCOL ENERGY RECOVERY VENTILATOR SCHEDULE - POOL NUMBER MAKE & MODEL NUMBER ERV-5 ANNEXAIR ERP-E-12-HE-EW-EC-HG-SS 1 1 5 GAS FIRED HEATING SECTION - HEATCO HMA-400 ORIEN- TATION SUPPLY CFM OUTSIDE CFM EXHAUST CFM SUPPLY FAN ESP LAT FILTER TYPE MIN CIR AMPS MAX FUSE ELEC VOLTAGE HEIGHT W/CURB LENGTH WIDTH WEIGHT W/CURB REMARKS 14" TALL FLAT ROOF CURB (INCLUDED IN UNIT HEIGHT) 2 SINGLE POINT POWER CONNECTION WITH NON-FUSED DISCONNECT 3 WITH EVAP COOLING SECTION - 8" MEDIA VERT 8550 2" 103 110 460/3 9'-11" 24'-0" 8'-8" 10,500 2 3 4 5 6 2" PLEATED FILTERS - MERV 8 7 OUTSIDE CFM AND EXHAUST CFM TO MODULATE TO CONTROL SPACE HUMIDITY EXHAUST FAN SENS WHEEL PERFORMANCE (DB°F/WB°F) OAT RAT MERV 8 69.6/63.5 93.6/60.5 84/69.2 84/69.2 81.6/67 84.4/57.5 8 40KW EMERGENCY ELECTRIC HEATER TSP 5" RPM 2073 BHP 8.0 HP 15 VFD YES ESP 1" TSP 2.4" RPM 1661 BHP 8.9 HP 10 VFD YES EXH LAT 74.2/66.5 90.2/70.8 MAX PD 0.35" MBH IN HEATING 400 MBH OUT ALT 282 80.0 AFUE FUEL TYPE NAT GAS HEATING STAGES 7 MOD. 4 DIRECT DRIVE SUPPLY AND EXHAUST FANS WITH VFD'S 7 -10/-10.5 84/69.2 73.9/59.5 33.1/33 9 WHEEL PERFORMANCE LISTED FOR TYPICAL DEHUMIDIFICATION DAY, DRY SUMMER DAY AND WINTER DAY 6 8 9 10 WITH FACTORY MOUNTED JOHNSON CONTROLS 10 11 UNIT PROVIDED BY OWNER, INSTALLED BY CONTRACTOR 11 WATER SOURCE HEAT PUMP ROOFTOP UNIT SCHEDULE (WATER-TO-AIR, WITH ENERGY RECOVERY) NUMBER MAKE & MODEL NUMBER WSHP-42 AAON RN-031-3-0-E709-000 11,800 1 1 W/ 100% MODULATING ECONOMIZER TONS NOMINAL ORIEN- TATION TOTAL CFM OA CFM HEATING MBH SENS MBH COOLING TOTAL MBH COOLING SOURCE GPM REF TYPE FILTER TYPE MIN CIR AMPS MAX FUSE ELEC VOLTAGE HEIGHT W/CURB LENGTH WIDTH WEIGHT W/CURB REMARKS 2 NON-POWERED GFI CONVENIENCE OUTLET 3 14" TALL FLAT ROOF CURB (INCLUDED IN UNIT HEIGHT) 4 UNIT MOUNTED DISCONNECT 31 VERT 2100 475.9 262.1 324.5 60 R-410A 72 80 460/3 8'-9" 19'-6" 8'-4" 6900 2 3 4 SUPPLY FAN ESP BHP/HP RPM 1" 6.1/7.5 1152 EXHAUST FAN ESP BHP/HP RPM 0.75" 0.95/2.0 759 LAT MAX PD 0.26" SENS RECOVERY PERFORMANCE (DB°F/WB°F) OAT RAT -10/-11.5 95/60 70/55 75/62 40/34 87/58 SOURCE WPD (FT) 6.4 HEATING COP 4.4 COOLING EER 10.5 MERV 8 VFD VFD YES YES EXH LAT 40/34 92/67 5 WITH (2) EXHAUST FANS - FAN DATA LISTED IS FOR EACH FAN 5 6 HEATING CAPACITY BASED ON SOURCE EWT 68°F, 75°F EAT 7 COOLING CAPACITY BASED ON SOURCE EWT 86°F, 75°F EAT 8 WATER CONTROL VALVE PROVIDED AND CONTROLLED BY T.C.C. 6 7 8 223 Linden St., Suite 204 Fort Collins, CO 80524 Phone: 970-556-0570 Front-desk@int-mech.com ‐ PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T ‐ 970.484.0117 F ‐ 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524‐2913 © 2015 www.rbbarchitects.com 6/4/2015 8:54:59 AM M8.1 14‐103 HVAC SCHEDULES Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins Construction Documents 06/05/2015 06/05/2015 NO DESCRIPTION DATE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE RECTANGULAR OR ROUND DUCT NOTE: 1) DETAIL APPLIES TO ALL DUCTWORK ON DUCTWORK TRANSITIONING ON ALL FOUR SIDES, NONE OF THE TRANSITION ANGLES MAY EXCEED 15° 2) SCALE: SOUND BOOT DETAIL NONE 24"x24" OR 24"x12" RETURN AIR GRILLE PAINT INTERIOR BLACK WHERE VISIBLE THRU GRILLE 1" RIGID FIBERGLASS DUCTBOARD IN RETURN AIR PLENUM 22"x10" OPEN ENDED DUCT 22"x22" DUCT FOR 24"X24" GRILLE OR 22"x10" DUCT FOR 24"x12" GRILLE SCALE: HYDRONIC 2-WAY VALVE DETAIL NONE HYDRONIC COIL FACE 2-WAY CONTROL VALVE COMBINATION BALL/BALANCE VALVE DUCT (IF APPLICABLE) 0.25" FLEXIBLE SOFT DRAWN COPPER LINE COIN OPERATED VENT P/T PORT TYP OF 2 DIELECTRIC UNION TYP OF 2 BALL VALVE HOSE CONNECTION BALL VALVE SEE PLAN FOR PIPE SIZE TYPICAL SCALE: HYDRONIC 3-WAY VALVE DETAIL NONE HYDRONIC COIL FACE 3-WAY CONTROL VALVE COMBINATION BALL/BALANCE VALVE DUCT (IF APPLICABLE) 0.25" FLEXIBLE SOFT DRAWN COPPER LINE COIN OPERATED VENT P/T PORT TYP OF 2 DIELECTRIC UNION TYP OF 2 BALL VALVE HOSE CONNECTION BALL VALVE SEE PLAN FOR PIPE SIZE TYPICAL SCALE: IN-LINE PUMP DETAIL NONE UNION, TYP P-T PORT, TYP SHUTOFF VALVE, TYP FLEXIBLE CONNECTION, TYP MASONFLEX NEOPRENE PIPE CONNECTOR, TYP CHECK VALVE BALANCING VALVE SPRING ISOLATION HANGER, TYP THREADED STEEL HANGER ROD, TYP IN-LINE PUMP HWS SCALE: BOILER PIPING DETAIL NONE HWR HWS HWR G HWS HWS HWR HWR B-3 B-4 T&P RELIEF VALVE, PIPE FULL SIZE TO MOP SINK, TYP. UNION, TYP. 6" DIRT LEG CHECK VALVE, TYP. P-7 P-8 4" FLUE AND COMBUSTION AIR PIPES. ROUTE UP THROUGH ROOF AND TERMINATE PER MANUFACTURER'S REQUIREMENTS, TYP. 2.5" 2.5" BALL VALVE, TYP. CONNECT GAS WITH UNION AND GAS COCK, TYP. 2" 2" 2" 2" 1.5" 1.5" 1" 1" N N 3 X1 X1 2 (E)WLS (E)WLR (E)SMR (E)SMS (E)HWS (E)HWR (E)WLS (E)WLR (E)SMR (E)WLS (E)WLR (E)WLS CR CS 3" 3" 3" 2" 1.25" 2.5" 2.5" 1.25" 3" 2.5" P-15,16 HX-3 1 2 3 3 G 6 3 3" COOLING TOWER TANK CS CR WLS WLR B-3 B-4 P-13,14 EXPANSION TANK HX-2 P-11,12 P-9,10 CS CR WLS WLR CS CR 1 1 2 3" FLAG NOTES: 4"Ø FLUE AND COMBUSTION AIR PIPES UP FROM BOILER. TERMINATE THROUGH ROOF PER MANUFACTURER'S RECOMMENDATIONS. COOLING TOWER DRAIN DOWN TANK. NORWESCO 40213 OR EQUAL, VERTICAL POLY PLASTIC TANK WITH A 300 GALLON CAPACITY. 35" DIAMETER X 79" HIGH. MOUNT TANK ON A 4" CONCRETE HOUSEKEEPING PAD. AREA DEDICATED FOR ELECTRICAL PANELS. NO EQUIPMENT OR PIPING TO BE IN THIS AREA. COORDINATE WITH ELECTRICAL CONTRACTOR. 1 2 3 FLAG NOTES: EXTEND EXISTING BOILER PIPING AND CONNECT TO LOW PRESSURE SIDE OF DISTRIBUTION MAIN. 2.5" WLS/WLR TO WSHP-42. NEW PUMPS AND HEAT EXCHANGER. FIELD VERIFY BEST LOCATION WITHIN MECHANICAL ROOM FOR NEW EQUIPMENT. 1 2 3 SCALE: SPIRAL DUCT SLEEVE JOINT DETAIL NONE BEADED SLEEVE JOINT SPIRAL DUCT SLEEVE SHEET METAL SCREW INTERNAL SEALANT EXTERNAL SEALANT JOINT SECTION 223 Linden St., Suite 204 Fort Collins, CO 80524 Phone: 970-556-0570 Front-desk@int-mech.com ‐ PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T ‐ 970.484.0117 F ‐ 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524‐2913 © 2015 www.rbbarchitects.com 6/4/2015 8:32:48 AM M7.1 14‐103 ENLARGED MECHANICAL ROOM PLANS AND HVAC DETAILS Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins Construction Documents 06/05/2015 06/05/2015 SCALE: ENLARGED EXISTING MECHANICAL ROOM PLAN 1/2" = 1'-0" SCALE: ENLARGED NEW MECHANICAL ROOM PLAN 1/2" = 1'-0" NO DESCRIPTION DATE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE (420 CFM) 7 (420 CFM) 7 8 WORK SHOWN IN THIS CALLOUT IS ONLY WORK TO BE INCLUDED IN THIS SCOPE WORK SHOWN IN THIS CALLOUT IS ONLY WORK TO BE INCLUDED IN THIS SCOPE WORK SHOWN IN THIS CALLOUT IS ONLY WORK TO BE INCLUDED IN THIS SCOPE 6 6 6 6 FLAG NOTES: WATER SOURCE HEAT PUMP ABOVE CEILING. SUSPEND FROM STRUCTURE WITH VIBRATION ISOLATION HANGERS. PROVIDE FLEXIBLE DUCT CONNECTIONS ON INLET AND OUTLET OF HEAT PUMP. RETURN PLENUM SIZED TO MATCH UNIT RETURN OPENING. SHADED AREA INDICATES RECENT ADDITION. NOT IN THIS SCOPE OF WORK UNLESS NOTED OTHERWISE. NEW POOL DEHUMIDIFICATION UNIT ON ROOF IN PLACE OF EXISTING POOL UNIT TO BE REMOVED. UNIT IS PROVIDED BY OWNER, INSTALLED BY CONTRACTOR NEW ROOF MOUNTED WATER SOURCE HEAT PUMP FOR GYM. LOCATE IN PLACE OF EXISTING RTU TO BE REMOVED. CONNECT EXISTING SUPPLY AND RETURN DUCTS TO NEW UNIT. NEW CEILING FAN. SUSPEND FROM STRUCTURE PER MANUFACTURER'S INSTRUCTIONS/RECOMMENDATIONS. REFER TO EQUIPMENT SCHEDULE ON SHEET M8.1 FOR DETAIL ON WHICH FANS ARE PROVIDED BY OWNER AND WHICH ARE PROVIDED BY CONTRACTOR. ALL FANS INSTALLED BY CONTRACTOR. EXISTING DUCT MOUNTED SUPPLY REGISTER TO REMAIN. BALANCE TO CFM INDICATED. NEW ROOF MOUNTED ERV. LOCATE IN PLACE OF EXISTING RTU TO BE REMOVED. CONNECT EXISTING SUPPLY AND RETURN DUCTS TO NEW UNIT. 1 2 3 4 5 6 7 8 GENERAL NOTES: EXISTING 24X24 CEILING SUPPLY DIFFUSERS ARE TO BE REPLACED WITH NEW UNLESS NOTED OTHERWISE. WHERE SHOWN TO BE CONNECTED TO EXISTING BRANCH DUCT, FIELD VERIFY DUCT BRANCH SIZE. VERIFY THAT ALL EXISTING DIFFUSERS AND DUCTS HAVE A MEANS FOR BALANCING. PROVIDE MANUAL BALANCE DAMPERS AS MAY BE NECESSARY IN ANY BRANCH DUCT NOT ALREADY CONTAINING A DAMPER. NEW THERMOSTATS ARE SHOWN TO REPLACE EXISTING THERMOSTATS, IN EXISTING LOCATIONS. FIELD VERIFY EXISTING THERMOSTAT LOCATIONS. ALL EXISTING DUCT BEING RE-USED IS TO BE THOROUGHLY CLEANED PRIOR TO ANY USE WITH NEW SYSTEMS. 1. 2. 3. 4. 223 Linden St., Suite 204 Fort Collins, CO 80524 Phone: 970-556-0570 Front-desk@int-mech.com ‐ PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T ‐ 970.484.0117 F ‐ 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524‐2913 © 2015 www.rbbarchitects.com 6/4/2015 8:23:45 AM M2.3 14‐103 UPPER LEVEL HVAC PLAN Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins Construction Documents 06/05/2015 06/05/2015 MULTI- PURPOSE ADDITION ADMINISTRATION ADDITION EXISTING BUILDING EXISTING BUILDING KEYPLAN 0' UPPER LEVEL HVAC PLAN 8' 16' NO DESCRIPTION DATE FUTURE PHASE FUTURE PHASE N N P P 4 4 3 3 1 1 XA X1 X2 X2 R R S S Q Q T T 2 2 X1.5 XE.5 XF FITNESS 126 DANCE STORAGE 127 STORAGE 128 (E)WSHP-3 (E)WSHP-4 (E)WSHP-1 (E)WSHP-2 T T 18"x12" 16"x12" 16"x12" 18"x16" 16"x12" 28"x14" 18"x12" 24"x14" 18"x12" 14"x12" 14"x12" 1 CO2 (E)WSHP-17 T WSHP-36 WSHP-38 WSHP-37 MEDIA 189 LIBRARY/ LOUNGE 145 LOCKER 134 WOMENS LOCKER 121 MENS POOL 117 GYM 101 WSHP-39 3 1 T 1 1 T 4 28"ø 28"ø R-5- 36"x36" 5275 R-5- 36"x36" 5275 (410 CFM) 26"ø 32"ø 34"ø 22"ø 5 5 6 7 SEE SHEET M2.3 FOR WORK IN THE GYM 8 8 (410 CFM) 8 (410 CFM) (410 CFM) 8 (410 CFM) 8 (650 CFM) 9 (650 CFM) 9 (650 CFM) 9 (650 CFM) 9 (650 CFM) 9 (650 CFM) 9 (650 CFM) 9 9 (650 CFM) (650 CFM) 9 9 (650 CFM) 10 D-1- 8"ø 235 D-1- 8"ø 235 D-1- 8"ø 235 14"x12" (115 CFM) (115 CFM) (115 CFM) 26"x22" 24"x16" 36"x18" 10"ø 10"ø 10"ø (135 CFM) 11 11 11 11 (135 CFM) 11 13 12 SEE SHEET M2.3 FOR ADDITIONAL WORK IN THE POOL 2 2 12"ø 2 T WSHP-42 34"ø 34"ø 36"x18" 30"x18" D-1- 8"ø 145 D-1- 8"ø 240 D-1- 8"ø 195 16"x14" 16"x14" 8"ø 8"ø 8"ø D-1- 8"ø 150 D-1- 10"ø 275 D-1- 8"ø 175 D-1- 10"ø 275 D-1- 8"ø 175 D-1- 10"ø 300 D-1- 8"ø 175 D-1- 10"ø 275 D-1- 8"ø 175 WSHP-43 T 1 14"x8" 7 7 WORK SHOWN IN THIS CALLOUT IS ONLY WORK TO BE INCLUDED IN THIS SCOPE GENERAL NOTES: EXISTING 24X24 CEILING SUPPLY DIFFUSERS ARE TO BE REPLACED WITH NEW UNLESS NOTED OTHERWISE. WHERE SHOWN TO BE CONNECTED TO EXISTING BRANCH DUCT, FIELD VERIFY DUCT BRANCH SIZE. VERIFY THAT ALL EXISTING DIFFUSERS AND DUCTS HAVE A MEANS FOR BALANCING. PROVIDE MANUAL BALANCE DAMPERS AS MAY BE NECESSARY IN ANY BRANCH DUCT NOT ALREADY CONTAINING A DAMPER. NEW THERMOSTATS ARE SHOWN TO REPLACE EXISTING THERMOSTATS, IN EXISTING LOCATIONS. FIELD VERIFY EXISTING THERMOSTAT LOCATIONS. ALL EXISTING DUCT BEING RE-USED IS TO BE THOROUGHLY CLEANED PRIOR TO ANY USE WITH NEW SYSTEMS. 1. 2. 3. 4. 223 Linden St., Suite 204 Fort Collins, CO 80524 Phone: 970-556-0570 Front-desk@int-mech.com ‐ PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T ‐ 970.484.0117 F ‐ 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524‐2913 © 2015 www.rbbarchitects.com 6/4/2015 8:16:35 AM M2.2 14‐103 LOWER LEVEL SOUTH HVAC PLAN Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins Construction Documents 06/05/2015 06/05/2015 0' LOWER LEVEL SOUTH HVAC PLAN 8' 16' MULTI- PURPOSE ADDITION ADMINISTRATION ADDITION EXISTING BUILDING EXISTING BUILDING KEYPLAN MATCH LINE M2.1 M2.1 MATCH LINE NO DESCRIPTION DATE FUTURE PHASE FUTURE PHASE 1 2 2 2 3 4 5 5 (E)DEF-1 7 8 8 9 9 9 FLAG NOTES: SHADED AREA INDICATES RECENT ADDITION. NO DEMO IN THIS AREA UNLESS NOTED OTHERWISE. EXISTING ROOFTOP UNIT TO BE REMOVED. NEW UNIT TO BE LOCATED IN PLACE OF REMOVED UNIT. SEE SHEETS M2.3 AND M2.4 FOR NEW UNITS. LEAVE EXISTING CURB FOR RE-USE WITH CURB ADAPTOR FOR NEW UNIT. EXISTING ROOFTOP UNIT TO BE REMOVED. COORDINATE WITH G.C. TO PERMANENTLY PATCH AND SEAL ROOF OPENINGS. REMOVED UNIT IS NOT BEING REPLACED WITH NEW. EXISTING ROOF MOUNTED POOL DEHUMIDIFICATION UNIT TO BE REMOVED AND REPLACED WITH NEW. SEE SHEET M2.3 FOR NEW WORK. EXISTING ROOF MOUNTED EXHAUST FAN TO BE REMOVED. COORDINATE WITH G.C. TO PERMANENTLY PATCH AND SEAL ROOF OPENING. EXISTING ROOF MOUNTED KITCHEN HOOD EXHAUST FAN TO BE REMOVED AND REPLACED WITH NEW KITCHEN HOOD FAN. SEE SHEET M2.4 FOR NEW WORK. EXISTING ROOF MOUNTED KITCHEN DISHWASHER FAN TO BE REMOVED AND REPLACED WITH NEW. SEE SHEET M2.4 FOR NEW WORK. DISCONNECT GAS PIPING FROM THIS UNIT, AND LEAVE FOR CONNECTION TO NEW UNIT. SEE PLUMBING PLANS. DISCONNECT GAS PIPING FROM THIS UNIT AND CAP. PIPING NOT TO BE RE-USED. 1 2 3 4 5 6 7 8 9 THE EXISTING HVAC SYSTEM SHOWN ON THE DEMO DRAWINGS IS BASED ON, AND RE-CREATED FROM, ORIGINAL DRAWINGS DATED 1993, AND HAVE NOT BEEN FULLY VERIFIED FOR ACCURACY. DEMO DRAWINGS ARE NOT ALL ENCOMPASSING FOR EXISTING SYSTEMS, AND ARE LIMITED TO ITEMS DIRECTLY RELATED TO THIS SCOPE OF WORK. CONTRACTOR(S) TO REFERENCE THE FULL SET OF ORIGINAL DRAWINGS FOR FULL SYSTEMS DETAILS. 223 Linden St., Suite 204 Fort Collins, CO 80524 Phone: 970-556-0570 Front-desk@int-mech.com ‐ PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T ‐ 970.484.0117 F ‐ 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524‐2913 © 2015 www.rbbarchitects.com 6/4/2015 7:38:28 AM M1.3 14‐103 ROOF DEMO PLAN Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins Construction Documents 06/05/2015 06/05/2015 SCALE: OVERALL ROOF DEMO PLAN 1/16" = 1'-0" NO DESCRIPTION DATE FUTURE PHASE FUTURE PHASE 2 6 (E)FTU-7 3 (E)FTU-8 7 4 11 (E)EF-4 12 13 FLAG NOTES: SHADED AREA INDICATES RECENT ADDITION. NO DEMO IN THIS AREA UNLESS NOTED OTHERWISE. EXISTING ELECTRIC DUCT HEATER TO BE REMOVED. DUCT MAIN TO REMAIN, PATCH DUCT AIRTIGHT AS NECESSARY. EXISTING FAN TERMINAL UNIT WITH ELECTRIC HEAT TO BE REMOVED. DOWNSTREAM SUPPLY DUCT TO REMAIN FOR CONNECTION TO NEW EQUIPMENT. SEE SHEETS M2.2 AND M2.3. EXISTING ZONE DAMPER TO BE REMOVED. DOWNSTREAM SUPPLY DUCT TO REMAIN FOR CONNECTION TO NEW EQUIPMENT. SEE SHEETS M2.2 AND M2.3. EXISTING ZONE DAMPER AND DOWNSTREAM SUPPLY DUCT AND DIFFUSERS TO BE REMOVED. EXISTING BYPASS DUCTS AND DAMPERS TO BE REMOVED. SUPPLY AND RETURN MAINS TO REMAIN. PATCH REMAINING DUCTS AIRTIGHT AS NECESSARY. EXISTING 24x24 SUPPLY DIFFUSER TO BE REMOVED. LEAVE BRANCH DUCT FOR CONNECTION TO NEW DIFFUSER. TYPICAL. SEE SHEETS M2.2 AND M2.3. EXISTING POOL SUPPLY DUCT DROP AND PORTION OF MAIN TO BE REMOVED WHERE SHOWN HATCHED. LEAVE REMAINING DUCT FOR CONNECTION TO NEW. SEE SHEET M2.2. 1 2 3 4 5 6 7 8 EXISTING POOL RETURN DUCT DROP AND MAIN TO BE REMOVED. SEE SHEET M2.2 FOR NEW RETURN DUCT. EXISTING ELECTRIC DUCT HEATER AND ASSOCIATED SUPPLY DUCT AND DIFFUSERS TO BE REMOVED. PATCH MAIN DUCT AIRTIGHT WHERE SUPPLY TAKE-OFF IS REMOVED. EXISTING SIDEWALL MOUNTED EXHAUST FAN ON ROOF TO BE REMOVED. CAP DUCT AIRTIGHT, AND COORDINATE WITH G.C. FOR PATCHING EXTERIOR WALL. EXISTING FAN TERMINAL WITH ELECTRIC HEAT, AND DOWNSTREAM SUPPLY DUCT AND DIFFUSERS TO BE REMOVED. EXISTING DUCT RISER AND SIDEWALL RETURN GRILLE IN POOL TO BE REMOVED. COORDINATE WITH G.C. FOR PATCHING WALL. 9 10 11 12 13 THE EXISTING HVAC SYSTEM SHOWN ON THE DEMO DRAWINGS IS BASED ON, AND RE-CREATED FROM, ORIGINAL DRAWINGS DATED 1993, AND HAVE NOT BEEN FULLY VERIFIED FOR ACCURACY. DEMO DRAWINGS ARE NOT ALL ENCOMPASSING FOR EXISTING SYSTEMS, AND ARE LIMITED TO ITEMS DIRECTLY RELATED TO THIS SCOPE OF WORK. CONTRACTOR(S) TO REFERENCE THE FULL SET OF ORIGINAL DRAWINGS FOR FULL SYSTEMS DETAILS. 223 Linden St., Suite 204 Fort Collins, CO 80524 Phone: 970-556-0570 Front-desk@int-mech.com ‐ PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T ‐ 970.484.0117 F ‐ 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524‐2913 © 2015 www.rbbarchitects.com 6/4/2015 7:33:52 AM M1.2 14‐103 SOUTH DEMO PLANS Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins Construction Documents 06/05/2015 06/05/2015 0' LOWER LEVEL SOUTH DEMO PLAN 8' 16' MULTI- PURPOSE ADDITION ADMINISTRATION ADDITION EXISTING BUILDING EXISTING BUILDING KEYPLAN 0' UPPER LEVEL SOUTH DEMO PLAN 8' 16' MATCH LINE M1.1 M1.1 MATCH LINE NO DESCRIPTION DATE FUTURE PHASE FUTURE PHASE FUTURE PHASE PROPANE PIPING NATURAL GAS PIPING PIPE ELBOW DOWN WASTE PIPING VENT PIPING HOT WATER PIPING COLD WATER PIPING PIPE CONTINUATION ROOF DRAIN PIPE OVERFLOW RD PIPE SOLENOID VALVE PIPE CAP UNION CHECK VALVE BALANCE VALVE PRESS. RED. VALVE GATE VALVE GAS COCK BALL VALVE PIPE TO BE REMOVED FLOOR CLEANOUT WALL CLEANOUT ROOF DRAIN VACUUM PIPING COMP AIR PIPING GREASE WASTE PIPING I.E. INVERT ELEVATION (N) NEW (E) EXISTING X SHT # DETAIL X SHEET # 101 REFERENCE (R) RELOCATE DETAIL OR ISOMETRIC FIRE PIPING T & P RELIEF VALVE CONDENSATE PIPING HYDRONIC PIPING LEGEND: HWR HWS SMR SMS BALANCE VALVE PIPE TEE UP PIPE CONTINUATION PIPE TEE DOWN CHECK VALVE PIPE CAP UNION HEATING WATER SUPPLY HEATING WATER RETURN PIPE ELBOW UP PIPE ELBOW DOWN SNOWMELT SUPPLY PIPING SNOWMELT RETURN PIPING PUMP (FLOW RIGHT) SOLENOID 3-WAY VALVE SOLENOID 2-WAY VALVE PRESS. RED. VALVE BALL VALVE GATE VALVE WLR WLS WATER LOOP SUPPLY PIPING WATER LOOP RETURN PIPING CS CONDENSER SUPPLY PIPING CR CONDENSER RETURN PIPING MECHANICAL DRAWING INDEX SHEET SHEET NAME NUMBER SHEET SHEET NAME NUMBER GENERAL MECHANICAL REQUIREMENTS: CODES AND PERMITS WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES, REGULATIONS, AND ORDINANCES. PERMITS NECESSARY FOR PERFORMANCE OF WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR. DRAWINGS AND COORDINATION DRAWINGS FOR MECHANICAL WORK ARE DIAGRAMMATIC IN NATURE, AND ARE NOT INTENDED TO BE SCALED FOR EXACT MEASUREMENTS NOR TO SERVE AS SHOP DRAWINGS. CHANGES FROM THE PLANS MADE WITHOUT CONSENT OF THE ENGINEER SHALL RELIEVE THE ENGINEER OF RESPONSIBILITY FOR ALL CONSEQUENCES ARRIVING OUT OF SUCH CHANGES. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE CONDITIONS REQUIRE REASONABLE CHANGES TO THOSE INDICATED ON THE DRAWINGS, MAKE SUCH CHANGES WITHOUT ADDITIONAL COST TO THE OWNER. COORDINATE ALL WORK WITH OTHER TRADES. WARRANTY WORKMANSHIP, MATERIALS, EQUIPMENT AND PROPER OPERATION SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE FROM THE OWNER. INITIAL ACCEPTANCE OF WORK SHALL NOT WAIVE THIS GUARANTEE. THIS GUARANTEE SHALL NOT INCLUDE NORMAL MAINTENANCE REQUIRED BY THE OWNER AS DESCRIBED IN EQUIPMENT OPERATION AND MAINTENANCE MANUALS. SUBMITTALS CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER A MINIMUM OF (5) COPIES OF SUBMITTAL BROCHURES FOR REVIEW. PROVIDE INFORMATION ON ALL MAJOR EQUIPMENT AS LISTED ON DRAWING EQUIPMENT SCHEDULES, AS WELL AS VALVES, DUCTWORK ACCESSORIES AND TEMPERATURE CONTROL DIAGRAMS AS APPLICABLE. OPERATION AND MAINTENANCE MANUALS CONTRACTOR SHALL FURNISH AT THE COMPLETION OF THE PROJECT (2) COPIES OF COMPLETE OPERATION AND MAINTENANCE MANUALS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO TURNOVER TO OWNER. MANUALS TO BE BOUND AND INCLUDE INSTALLATION INSTRUCTIONS, REPLACEMENT PARTS LISTS AND MAINTENANCE INFORMATION ON ALL EQUIPMENT AS DESCRIBED IN THE SUBMITTALS SECTION. COMPLETED OPERATION AND MAINTENANCE MANUALS ARE TO BE FORWARDED TO THE OWNER WITHIN 90 DAYS AFTER OWNER BUILDING ACCEPTANCE. PRODUCT SUBSTITUTIONS MANUFACTURER MODEL NUMBERS LISTED ON THE DRAWINGS AND/OR SPECIFICATIONS ARE TO BE CONSIDERED AS THE BASIS OF DESIGN. WHERE TWO OR MORE ALTERNATE MANUFACTURERS OR MATERIALS ARE LISTED, THE CHOICE OF THESE SHALL BE OPTIONAL WITH THE CONTRACTOR. PRIOR TO THE AWARDING OF THE CONTRACT, CONTRACTOR MAY REQUEST A PROPOSED SUBSTITUTION OF MATERIALS IN WRITING TO THE ARCHITECT/ENGINEER NO LATER THAN SEVEN DAYS PRIOR TO THE RECEIPT OF BIDS. THE COST OF ANY CHANGES REQUIRED BY OTHER TRADES, INCLUDING A/E DESIGN, DUE TO THE USE OF EQUIPMENT AND/OR MATERIALS OTHER THAN THAT OF THE BASIS OF DESIGN SHALL BE PAID BY THE CONTRACTOR. RECORD DRAWINGS CONTRACTOR SHALL MAINTAIN A COMPLETE AND ACCURATE SET OF MARKED UP DRAWINGS SHOWING ACTUAL LOCATIONS OF INSTALLED WORK. THESE DRAWINGS ARE TO BE FORWARDED TO THE OWNER AS PART OF THE OPERATION AND MAINTENANCE MANUALS AT THE COMPLETION OF THE PROJECT. ACCESS DOORS PROVIDE ALL ACCESS DOORS/PANELS AS REQUIRED FOR ACCESS TO VALVES, DAMPERS, CONTROL DEVICES, FILTERS AND ANY OTHER ITEMS FOR WHICH ACCESS IS REQUIRED FOR EITHER OPERATION OR SERVICING. WHERE ACCESS DOORS ARE TO BE INSTALLED IN ASSEMBLIES REQUIRED TO HAVE A SPECIFIC FIRE RATING, ACCESS DOORS SHALL ALSO BE FIRE RATED. PIPING AND DUCTWORK SEALANT THROUGH RATED ASSEMBLIES PENETRATIONS SHALL BE SEALED AS REQUIRED IN ACCORDANCE WITH BUILDING AND MECHANICAL CODES TO RESIST THE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION IN ORDER TO MAINTAIN THE RESISTANCE RATING OF THE CONSTRUCTION BEING PENETRATED. PROTECTION OF MATERIALS AND EQUIPMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL WORK, MATERIALS AND EQUIPMENT PROVIDED UNDER THIS SECTION. PIPE OPENINGS SHALL BE CLOSED WITH CAPS OR PLUGS TO PREVENT THE ENTRANCE OF DEBRIS DURING CONSTRUCTION. ALL DUCTWORK OPENINGS SHALL BE SEALED CLOSED DURING CONSTRUCTION. EQUIPMENT AND PIPING IDENTIFICATION PROVIDE EQUIPMENT LABELS FOR ALL MAJOR EQUIPMENT, INCLUDING BUT NOT LIMITED TO AIR HANDLING SYSTEMS, FANS, VAV BOXES, CONTROLS, DAMPERS, CONTROL VALVES AND PUMPS. PROVIDE PIPE MARKERS ON CW, HW, HWC, HEATING WATER AND CHILLED WATER SYSTEMS. LABELS TO BE AT MAXIMUM 8 FEET APART, WITH FLOW DIRECTION INDICATED AS APPLICABLE. ADDITIONALLY, PROVIDE LABELING ON POTABLE WATER MANIFOLDS INDICATING PLUMBING FIXTURE SERVED BY THE OUTLET AS APPLICABLE. LABELS SHALL BE AFFIXED OR ADHERED PERMANENTLY TO EQUIPMENT. EQUIPMENT INSTALLED INDOORS TO BE LABELED WITH EMBOSSING TAPE. EQUIPMENT INSTALLED OUTDOORS TO BE LABELED WITH ENGRAVED PLASTIC LAMINATE SIGNS. PIPE MARKERS TO BE SELF-ADHESIVE, MANUFACTURED FOR SUCH PURPOSE. STARTERS AND DISCONNECTS EQUIPMENT STARTERS SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. EQUIPMENT DISCONNECTS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS. STARTERS SHALL BE NEMA TYPE, AND SHALL INCLUDE PHASE MONITORING FOR MOTORS 5 HP AND LARGER. TESTING TESTING SHALL BE PERFORMED ON THE FOLLOWING SYSTEMS SPECIFIED. ALL SYSTEMS LISTED MAY NOT BE INCLUDED IN PROJECT, REFER TO DRAWINGS FOR APPLICABLE SYSTEMS. SOIL, WASTE AND STORM DRAINAGE PIPING SHALL BE TESTED IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL CODES. DOMESTIC WATER PIPING SHALL BE TESTED AND PROVEN WATERTIGHT UNDER A PRESSURE NOT LESS THAN THE WORKING PRESSURE OF THE SYSTEM FOR A 24 HOUR PERIOD. DOMESTIC WATER PIPING SYSTEM SHALL BE CHLORINATED AND STERILIZED IN ACCORDANCE WITH REQUIREMENTS OF LOCAL JURISDICTION. NATURAL GAS PIPING SHALL BE TESTED WITH AN AIR PRESSURE OF MINIMUM TWO TIMES THE DESIGN SYSTEM PRESSURE, BUT NO LESS THAN 3 PSIG, FOR A PERIOD OF 24 HOURS WITHOUT PRESSURE DROP. HEATING AND CHILLED WATER PIPING SYSTEMS SHALL BE TESTED WITH A PRESSURE EQUAL TO 150 PERCENT OF THE NORMAL SYSTEM OPERATING PRESSURE. REFRIGERANT PIPING SHALL BE TESTED IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL CODES, AND PER MANUFACTURER'S REQUIREMENTS. BALANCING SYSTEM BALANCING SHALL BE PERFORMED BY A CERTIFIED BALANCING CONTRACTOR. BALANCE ALL SYSTEMS INCLUDING AIRFLOW TO AND FROM ALL OPENINGS, AND PUMPED WATER SYSTEMS INCLUDING DOMESTIC WATER RECIRCULATION SYSTEMS AS APPLICABLE. MAKE ANY ADJUSTMENTS NECESSARY TO RESULT IN CONDITIONS INDICATED AND PROVIDE READJUSTMENTS TO ITEMS IN REPORT AS MAY BE REQUESTED BY ARCHITECT/ENGINEER. SUBMIT TWO COPIES OF TEST AND BALANCE REPORT FOR APPROVAL. FAN AND PUMP SYSTEMS TO BE BALANCED WITHIN PLUS OR MINUS 5 PERCENT OF LISTED VALUES. AIR INLETS AND OUTLETS TO BE BALANCED WITHIN PLUS 10 PERCENT OR MINUS 5 PERCENT OF LISTED VALUES. BALANCE REPORT TO INCLUDE: UNIT IDENTIFICATION MANUFACTURER AND NAMEPLATE DATA EQUIPMENT NAMEPLATE AMPERAGE AND ACTUAL AMPERAGE RPM (DESIGN AND ACTUAL) FAN CFM (DESIGN AND ACTUAL) FAN STATIC PRESSURE (DESIGN AND ACTUAL) PUMP GPM (DESIGN AND ACTUAL) PUMP DISCHARGE AND SUCTION PRESSURE REGISTER, GRILLE, DIFFUSER REFERENCE NUMBER AND LOCATION INLET/OUTLET CFM (DESIGN AND ACTUAL) FLOW DEVICE PRESSURE DROP, CFM OR GPM A FINAL BALANCING REPORT SHALL BE PROVIDED TO THE OWNER AFTER COMPLETION OF THE PROJECT. CLEANING AT THE COMPLETION OF WORK, ALL FIXTURES AND EQUIPMENT SHALL BE THOROUGHLY CLEANED AND DELIVERED IN A CONDITION SATISFACTORY TO THE ARCHITECT. ALL FILTERS SHALL BE REPLACED WITH NEW, AND STRAINERS CLEANED PRIOR TO OWNER ACCEPTANCE OF THE BUILDING. GENERAL HVAC NOTES: MECHANICAL WORK SHALL COMPLY WITH ALL APPLICABLE CODES. VERIFY ALL REQUIREMENTS PRIOR TO SUBMITTING BID OR COMMENCING WORK. THE MECHANICAL DESIGN IS BASED ON THE 2012 INTERNATIONAL MECHANICAL CODE. WHERE CEILING SPACE IS TO BE USED AS A RETURN AIR PLENUM, COMPLY WITH ALL APPLICABLE CODES. ALL MATERIALS WITHIN THE CEILING PLENUM SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50. ALL DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL - CONSTRUCTION AND INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF SMACNA OR AS REQUIRED BY ALL APPLICABLE CODES. CONSTRUCT ALL SUPPLY AND RETURN DUCTWORK TO SMACNA 2" PRESSURE CLASS. CONSTRUCT ALL EXHAUST DUCTWORK TO SMACNA 1" PRESSURE CLASS. DIMENSIONS OF DUCTWORK SHOWN INDICATES CLEAR INSIDE DIMENSIONS - WHERE DUCT LINER IS TO BE ADDED INCREASE THE SIZE OF SHEET METAL ACCORDINGLY UNLESS NOTED OTHERWISE, THE SIZE OF THE BRANCH DUCT SERVING A SINGLE DIFFUSER SHALL BE THE SAME AS THE NECK SIZE OF THE DIFFUSER SERVED. FLEXIBLE DUCTWORK SHALL BE UL181 LISTED WITH 50/25 SMOKE/FLAME RATING, CONSISTING OF POLYESTER FILM ENCAPSULATING AN INNER CORROSION RESISTANT STEEL WIRE HELIX CORE. FLEXIBLE DUCT SHALL INCLUDE AN EXTERIOR FIBERGLASS INSULATION WITH FOIL SCRIM FILM VAPOR BARRIER JACKET, R-6. MAINTAIN A MINIMUM 10'-0" SEPARATION FROM OUTSIDE AIR INTAKES TO EXHAUST TERMINATIONS AND PLUMBING VENTS. MAINTAIN A MINIMUM 3'-0" SEPARATION FROM EXHAUST TERMINATIONS TO OPERABLE WINDOWS AND DOORS. WALL MOUNTED THERMOSTATS AND SENSORS SHALL BE INSTALLED 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. THERMOSTATS AND SENSORS LOCATED ON EXTERIOR WALL SURFACES SHALL BE PROVIDED WITH AN INSULATED SUB-BASE. TEMPORARY HEATING: THE PERMANENT HVAC SYSTEM MAY NOT BE UTILIZED FOR HEATING UNTIL ALL GYPSUM WORK IS COMPLETED AND HAS BEEN PAINTED. IF THE PERMANENT HVAC SYSTEM IS UTILIZED DURING CONSTRUCTION, ALL DUCT INTAKES SHALL BE COVERED WITH FILTER MEDIA (MERV-8 RATING). IF EXCESSIVE DUST OR DEBRIS HAS ENTERED THE SYSTEM THEN ALL COIL AND DUCT SURFACES SHALL BE CLEANED. NEW FILTERS ARE TO BE PROVIDED JUST PRIOR TO TURNOVER TO OWNER. TEMPORARY HEATING OF THE BUILDING PRIOR TO ANY USE OF THE PERMANENT HVAC SYSTEM SHALL BE THE RESPONSIBILITY OF THE G.C. PLENUM WRAP: PIPING SYSTEMS LOCATED WITHIN A RETURN PLENUM SPACE IN WHICH THE PIPING MATERIAL HAS A FLAME SPREAD INDEX GREATER THAN 25 OR A SMOKE DEVELOPED INDEX OF MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 SHALL BE PROVIDED WITH PLENUM WRAP LISTED AND LABELED FOR SUCH APPLICATION. PROVIDE BLANKET WRAP INSULATION WITH A NOMINAL THICKNESS OF 0.5" WITH A DENSITY OF 4-POUNDS PER CUBIC FOOT. BLANKET WRAP SHALL BE FULLY ENCAPSULATED WITH A POLY-ALUMINUM FOIL, FIBERGLASS REINFORCED SCRIM COVERING AND BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3M FIRE BARRIER PLENUM WRAP 5A OR APPROVED. WATER LOOP PIPING 2" AND SMALLER SHALL BE SCHEDULE 40 WITH SCREWED FITTINGS. PIPING 2.5" AND LARGER SHALL BE SCHEDULE 40 BLACK STEEL WITH GROOVED VICTAULIC FITTINGS. PROVIDE ALUMINUM JACKET SEALED WATERTIGHT ON ALL WATER AND/OR REFRIGERATION PIPING/INSULATION INSTALLED OUTDOORS. GREASE DUCTWORK (RECTANGULAR): DUCTWORK SHALL BE CONSTRUCTED OF STEEL OF NOT LESS THAN 16 GAUGE, JOINTS, SEAMS AND PENETRATIONS SHALL BE MADE WITH A CONTINUOUS LIQUID-TIGHT WELD OR BRAZE MADE ON THE EXTERNAL SURFACE OF THE DUCT SYSTEM. JOINTS, DUCT SLOPING AND CLEANOUTS SHALL BE IN ACCORDANCE WITH THE MECHANICAL CODE. PRIOR TO CONCEALMENT OF DUCT, A LEAKAGE TEST SHALL BE PERFORMED IN THE PRESENCE OF A CODE OFFICIAL. RECTANGULAR GREASE DUCTWORK INSULATION: PROVIDE TWO LAYERS OF BLANKET WRAP INSULATION WITH A MINIMUM NOMINAL THICKNESS OF 1.5" EACH, COMPOSED OF MINERAL WOOL FIBERS AND FIBERGLASS WITH A DENSITY OF 1.4 POUNDS PER SQUARE FOOT. BLANKET WRAP SHALL BE FULLY ENCAPSULATED WITH A POLYPROPYLENE/FOIL SCRIM SYSTEM AND INSTALLATION SHALL COMPLY WITH REQUIREMENTS OF ASTM E 2336, LOCAL BUILDING CODES AND AUTHORITY HAVING JURISDICTION. 3M FIRE BARRIER DUCT WRAP 15A OR APPROVED. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. GENERAL PLUMBING NOTES: PLUMBING WORK SHALL COMPLY WITH ALL APPLICABLE CODES. VERIFY ALL REQUIREMENTS PRIOR TO SUBMITTING BID OR COMMENCING WORK. THE PLUMBING DESIGN IS BASED ON THE 2012 INTERNATIONAL PLUMBING CODE. WASTE AND VENT PIPING BELOW SLAB SHALL BE SCHEDULE 40, DWV, PVC PLASTIC. FITTINGS SHALL BE PVC. WASTE AND VENT PIPING ABOVE SLAB (NOT IN RETURN AIR PLENUM) SHALL BE SCHEDULE 40, DWV, PVC PLASTIC. FITTINGS SHALL BE PVC. WASTE AND VENT PIPING ABOVE SLAB (IN RETURN AIR PLENUM) SHALL BE SERVICE-WEIGHT, HUB-LESS, CAST IRON. FITTINGS SHALL BE CAST IRON AND CONNECTED USING NO-HUB FASTENERS WITH STAINLESS STEEL WORM CLAMPS. POTABLE WATER PIPING BELOW GRADE SHALL BE TYPE K COPPER WITHOUT JOINTS. POTABLE WATER PIPING ABOVE GRADE SHALL BE TYPE L COPPER WITH SOLDERED COPPER FITTINGS AND NO LEAD SOLDER, UNLESS NOTED OTHERWISE. POTABLE WATER BRANCH PIPING 2" AND SMALLER MAY BE PEX TUBING MANUFACTURED BY WIRSBO OR APPROVED EQUAL, AT CONTRACTOR'S OPTION. POTABLE WATER VALVES SHALL BE FULL PORT, BALL TYPE. HANGERS FOR 2" AND SMALLER PIPE SHALL BE BAND TYPE, 2.5" AND LARGER SHALL BE CLEVIS TYPE. USE COPPER COATED TYPE ON COPPER PIPE. GAS PIPE 2" AND SMALLER SHALL BE SCHEDULE 40 BLACK STEEL. FITTINGS SHALL BE MALLEABLE SCREW TYPE. INSTALL UNION, GAS COCK AND FULL SIZE 6" LONG DIRT LEG FOR ALL GAS FIRED EQUIPMENT. INSTALL FULL SIZE CONDENSATE AND TRAP FOR ALL COOLING COILS. DISCHARGE FULL SIZE DRAIN TO MOP SINK OR LAVATORY P-TRAP TAILPIECE AND TO ROOF FOR ROOFTOP UNITS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. ENERGY CODE/INSULATION NOTES: THE MECHANICAL DESIGN IS BASED ON ASHRAE 90.1-2010 ALL SUPPLY, RETURN AND EXHAUST DUCTWORK SHALL BE SEALED AIRTIGHT WITH DUCT SEALANT ALONG ALL SEAMS AND JOINTS. ALL RECTANGULAR SUPPLY DUCTWORK SHALL BE LINED WITH 1", 1.5 LB DENSITY DUCT LINER. ALL CONCEALED ROUND SUPPLY DUCTWORK SHALL BE WRAPPED WITH 1.5" THICK FIBERGLASS INSULATION WITH FOIL SCRIM VAPOR BARRIER JACKET, MINIMUM R-5. ALL RECTANGULAR RETURN DUCTWORK SHALL BE LINED WITH 1", 1.5 LB DENSITY DUCT LINER. RECTANGULAR ERV DUCT RISERS FROM UNIT CONNECTION POINTS TO FIRST HORIZONTAL TAKEOFF SHALL BE LINED WITH 2", 1.5 LB DENSITY DUCT LINER. COLD WATER PIPING SHALL BE INSULATED USING FIBERGLASS INSULATION WITH ALL SERVICE JACKET HAVING MAXIMUM 'K' FACTOR OF 0.27. INSULATION THICKNESS SHALL BE 0.5". WATER LOOP PIPING SHALL BE INSULATED USING FIBERGLASS INSULATION HAVING A MAXIMUM 'K' FACTOR OF 0.27. INSULATION SHALL BE MINIMUM 1" THICK. 1. 2. 3. 4. 5. 6. 7. 8. CITY OF FORT COLLINS GREEN CODE REQUIREMENTS: BEFORE OCCUPANCY, AND AFTER ALL INTERIOR FINISHES ARE COMPLETE, THE BUILDING IS TO BE FLUSHED OUT (VENTILATED) FOR A PERIOD OF 14 DAYS. WHERE CONTINUOUS VENTILATION IS NOT POSSIBLE, THE AGGREGATE OF FLUSH-OUT PERIODS SHALL BE EQUIVALENT TO 14 DAYS. CONTRACTOR SHALL PROVIDE FLUSH-OUT REPORTS TO THE BUILDING OFFICIAL UPON COMPLETION OF WORK. CONTRACTOR TO COORDINATE WITH BUILDING OFFICIAL FOR INFORMATION TO BE CONTAINED IN FLUSH-OUT REPORTS. PROTECT HVAC EQUIPMENT FROM CONSTRUCTION DUST AND DEBRIS. DO NOT OPERATE HVAC EQUIPMENT DURING CONSTRUCTION AND SEAL ALL DUCT OPENINGS WITH PLASTIC. THE FOLLOWING LOW-VOLATILE ORGANIC COMPOUND (VOC) MATERIALS SHALL BE USED AS APPLICABLE TO THIS SCOPE OF WORK. -DUCT INSULATION ADHESIVE: DESIGN POLYMERICS 2501, 2502 OR APPROVED EQUAL. -DUCT SEALANT: DESIGN POLYMERICS 1010, 1015 OR APPROVED EQUAL. -FIRE CAULK: 3M FIRE BARRIER IC 15WB+, FD 150+, CP 25WB+ OR APPROVED EQUAL. IN ADDITION TO TESTING REQUIREMENTS LISTED IN THE GENERAL MECHANICAL REQUIREMENTS, ALL HEATING, COOLING AND VENTILATION SYSTEMS SHALL BE PERFORMANCE-TESTED BY AN APPROVED AGENCY AND ADJUSTED TO OPERATE WITHIN DESIGN SPECIFICATIONS. DOCUMENTATION OF TESTING AND ADJUSTING RESULTS (TAB REPORT) SHALL BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO APPROVAL. COORDINATE WITH BUILDING OFFICIAL FOR A LIST OF APPROVED AGENCIES. THE BUILDING AND ITS SYSTEMS WILL BE COMMISSIONED BY A COMMISSIONING AGENT. THE MECHANICAL AND PLUMBING CONTRACTORS SHALL ASSIST THE COMMISSIONING AGENT AS REQUESTED AND NECESSARY TO COMPLETE ANY ASPECTS OF COMMISSIONING RELATED TO THE MECHANICAL SCOPE OF WORK. MECHANICAL COMMISSIONING SCOPE MAY INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: - ATTEND COMMISSIONING MEETINGS AS NECESSARY - PERFORM FUNCTIONAL PERFORMANCE TESTING UNDER THE DIRECTION OF THE COMMISSIONING AGENT. - COMPLETE COMMISSIONING CHECKLISTS AND PROVIDE ANY DOCUMENTATION AS REQUESTED BY THE COMMISSIONING AGENT. - PROVIDE TRAINING FOR OWNER'S OPERATING PERSONNEL AS REQUIRED OR REQUESTED A CONSTRUCTION WASTE MANAGEMENT PLAN WILL BE IMPLEMENTED REQUIRING RECYCLING OF NONHAZARDOUS CONSTRUCTION DEBRIS. COORDINATE WITH G.C. FOR RECYCLING OF ITEMS RELATED TO THE MECHANICAL SCOPE OF WORK. 1. 2. 3. 4. 5. 6. THE SCOPE OF THIS PROJECT ENTAILS THE REMODELING AND/OR REHABILITATION OF AN EXISTING BUILDING, AND CERTAIN ASSUMPTIONS HAVE BEEN MADE REGARDING EXISTING CONDITIONS. SOME OR ALL OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE TO THE DESIGN TEAM WITHOUT DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING. CONTRACTOR SHALL VERIFY ANY QUESTIONS REGARDING EXISTING CONDITIONS AND SHALL NOTIFY G.C. AND ENGINEER OF ANY DEFICIENCIES THAT MAY PREVENT WORK FROM PROCEEDING AS GENERALLY INDICATED IN THE DRAWINGS. CONTRACTOR TO VERIFY PROPER OPERATION OF ANY AND ALL EXISTING EQUIPMENT NOTED TO REMAIN. NOTIFY G.C. AND ENGINEER OF ANY DEFICIENCIES THAT PREVENT EQUIPMENT FROM OPERATING AS INTENDED. 223 Linden St., Suite 204 Fort Collins, CO 80524 Phone: 970-556-0570 Front-desk@int-mech.com ‐ PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T ‐ 970.484.0117 F ‐ 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524‐2913 © 2015 www.rbbarchitects.com 6/4/2015 7:28:52 AM MP0.1 14‐103 MECHANICAL GENERAL NOTES, LEGENDS AND DRAWING INDEX Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins Construction Documents 06/05/2015 06/05/2015 P2.1 LOWER LEVEL NORTH PLUMBING PLAN P2.2 SOUTH PLUMBING PLANS P3.1 PLUMBING SCHEDULES, DETAILS AND ISOMETRICS M8.1 HVAC SCHEDULES M8.2 HVAC SCHEDULES M8.3 HVAC KITCHEN EQUIPMENT SCHEDULES & DETAILS M8.4 HVAC KITCHEN EQUIPMENT SCHEDULES & DETAILS M8.5 HVAC KITCHEN EQUIPMENT ELECTRICAL REQUIREMENTS M9.1 HVAC CONTROLS SEQUENCES MP0.1 MECHANICAL GENERAL NOTES, LEGENDS AND DRAWING INDEX M1.1 LOWER LEVEL NORTH DEMO PLAN M1.2 SOUTH DEMO PLANS M1.3 ROOF DEMO PLAN M2.1 LOWER LEVEL NORTH HVAC PLAN M2.2 LOWER LEVEL SOUTH HVAC PLAN M2.3 UPPER LEVEL HVAC PLAN M2.4 NORTH ROOF HVAC PLAN M3.1 LOWER LEVEL NORTH HVAC PIPING PLANS M3.2 SOUTH HVAC PIPING PLANS M7.1 ENLARGED MECHANICAL ROOM PLANS AND HVAC DETAILS M7.2 HYDRONIC PIPING DIAGRAMS NO DESCRIPTION DATE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE 4. REMOVE MECHANICAL, ELECTRICAL, AND PLUMBING FIXTURES, EQUIPMENT, AND DISTRIBUTION SYSTEMS TO THE EXTENT INDICATED AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. CAP AND/OR RECONNECT ANY UTILITIES SERVING OTHER PORTIONS OF THE BUILDING OR ADJACENT PROPERTIES ACCORDING TO THE METHODS REQUIRED BY THE APPROPRIATE UTILITY AUTHORITY AND/OR AS INDICATED ON THE DRAWINGS. 5. PATCHING IS REQUIRED WHERE DEMOLITION OF ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND STRUCTURAL SYSTEMS LEAVES HOLES, VOIDS, OR UNFINISHED CONDITIONS @ FINISHED WALLS, FLOORS, AND CEILINGS. FILL ALL EXISTING FLOOR AND WALL PENETRATIONS RESULTING FROM PIPING AND CONDUIT REMOVAL WITH NON‐SHRINK GROUT, READY TO RECEIVE FINAL FLOOR OR WALL FINISH. 6. CLEAN AND PATCH ALL REMAINING WALL, FLOOR AND CEILING SURFACES DAMAGED BY DEMOLITION TO A CONDITION REQUIRED TO RECEIVE NEW CONSTRUCTION, OR IF TO REMAIN EXPOSE, TO A CONDITION COMPARABLE TO NEW CONSTRUCTION. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: LEVELING (OR TAPERING) FLOOR SURFACE BETWEEN EXISTING FLOOR FINISHED AT LOCATION S WALLS ARE REMOVED. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL EXTRANEOUS HANGERS, CONDUITS, AND OTHER ITEMS THAT HAVE BEEN ABANDONED. CL BAR STOCK TO CL BAR STOCK PLAN VIEW (E) ROOF OR PARAPET STEEL PIPE HANDRAIL STEEL PIPE RUNG (BELOW) STEEL BAR STOCK FRAME 1'‐10" RE: SCHEDULE TO FIRST RUNG 1'‐0" MAX. ROOF LADDER NOTES: 1. ENTIRE LADDER ASSEMBLY SHALL BE HOT DIP GALVANIZED. ENTIRE LADDER ASSMEBLY SHALL BE PAINTED TO MATCH EXISTING ROOF LADDERS ALREADY ON ROOF. 2. ENTIRE LADDER ASSEMBLY SHALL BE WELDED. ALL WELDS SHALL BE GROUND SMOOTH. 3. SEE LADDER SCHEDULE ON ROOF PLAN SHEETS FOR ESTIMATED"SHORT SIDE", "LONG SIDE", AND "OVERALL WIDTH" DIMENSIONS. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION. TO FIRST RUNG 1'‐0" MAX. 8" SPACING, TYP. 1'‐0" RUNG OF ATTACHMENT POINTS 4'‐0" MAX SPACING 2" TUBE HANDRAIL WELDED TO INSIDE OF BAR STOCK FRAME. SOLID BACKING FOR ATTACHMENT MAY BE BEHIND FINISH SURFACE. MAINTAIN 8" CLEAR TO LADDER. 1/2" X 3" STEEL BAR STOCK AT ATTACHMENT POINTS WITH 3" RETURN ALONG WALL FOR BOLTING. BOLT LADDER TO PARAPET USING NEOPRENE PAD BETWEEN LADDER AND SUBSTRATE AND NYLON WASHER BETWEEN BOLT AND LADDER FOR WATERTIGHT SEAL. GC SHALL PROVIDE ADEQUATE BACKING FOR LADDER ATTACHMENT. PATCH ROOFING MATERIAL AND RETURN TO WATERTIGHT CONDITION. 1/4" X 3" STEEL BAR STOCK FRAME. ROUND ALL CORNERS OF FRAME, TYP. 3/4" STANDARD PIPE RUNGS. DIM "A" (E) ROOF CONDITION VARIES PER LOCATION. RE: ROOF PLANS 42" MIN ABOVE ADJACENT ROOF CAP TOP OF TUBE STEEL WITH WELDED STEEL CAP TYP. DIM A LADDER 1 = 79" VIF LADDER 2 = 78" VIF LADDER 3 = 67" VIF A C B-1989 O L O R A D O L I C E N S E D R C H I T E C T K E N F I E L D N H E T F . ‐ PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T ‐ 970.484.0117 F ‐ 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524‐2913 © 2015 www.rbbarchitects.com 6/4/2015 12:23:17 PM A102 1231.31 MAIN LEVEL RCP AND ROOF LADDER DETAILS Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins CONSTRUCTION DOCUMENTS 06/05/2015 NO DESCRIPTION DATE A1 RCP 1/8" = 1'-‐ 0" ENTRY AND MAIN LEVEL NORTH WING 3. PAINT EXPOSED NEW STRUCTURE, DUCT WORK, PIPING, AND CONDUIT IN OCCUPIED SPACES.. 2. RUN CONDUIT IN DECK FLUTES WHEREVER POSSIBLE. 1. CENTER CEILING GRIDS IN ROOMS U.N.O. CENTER FIXTURES AND EQUIPMENT IN GRIDS OR METAL SOFFIT PANEL FLUTES. GENERAL NOTES ‐ REFLECTED CEILING PLAN SHEET NOTES 1 REMOVE (E) CEILING AS NEEDED FOR MECHANICAL, ELECTRICAL AND STRUCTURAL WORK ABOVE. REINSTALL CEILING AFTER WORK IS COMPLETE. RETURN CEILING TO CONDITION COMPARABLE TO NEW CONSTRUCTION. 2 DEMO (E) DIFFUSERS; REPLACE WITH NEW DIFFUSERS PER MECHANICAL DRAWINGS. 3 DEMO CEILING IN NEW LAUNDRY ROOM. REWORK GRID IN ADJACENT HALL TO STOP AT NEW WALL. GENERAL NOTES: DEMOLITION D3 ROOF 3/4" = 1'-0" LADDER PLAN D4 ROOF 3/4" = 1'-0" LADDER SECTION FUTURE PHASE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS, INCLUDING REQUIRED DEMOLITION OF THE BUILDING & ITS CONTENTS, ACCOMMODATION OF DEMOLITION REMOVAL, AND NEW CONSTRUCTION SCOPE OF WORK. ADDITIONALLY, THESE DRAWINGS MAY NOT INCLUDE ALL EXISTING CONDITIONS WHICH MAY AFFECT THE WORK OF THIS CONTRACT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL CONDITIONS BEFORE BEGINNING CONSTRUCTION. 3. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR SUPPORT AS NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR DAMAGE TO STRUCTURES TO BE DEMOLISHED AND ADJACENT FACILITIES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS OF STABILIZATION OF THE EXISTING AND ADJACENT STRUCTURES DURING AND AFTER DEMOLITION OF THE BUILDING, INCLUDING ANY ADDITIONAL BRACING NOT SPECIFICALLY INDICATED ON THE ATTACHED DRAWINGS, AS REQUIRED BY CONDITIONS IN THE FIELD. 4. REMOVE MECHANICAL, ELECTRICAL, AND PLUMBING FIXTURES, EQUIPMENT, AND DISTRIBUTION SYSTEMS TO THE EXTENT INDICATED AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. CAP AND/OR RECONNECT ANY UTILITIES SERVING OTHER PORTIONS OF THE BUILDING OR ADJACENT PROPERTIES ACCORDING TO THE METHODS REQUIRED BY THE APPROPRIATE UTILITY AUTHORITY AND/OR AS INDICATED ON THE DRAWINGS. 5. PATCHING IS REQUIRED WHERE DEMOLITION OF ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND STRUCTURAL SYSTEMS LEAVES HOLES, VOIDS, OR UNFINISHED CONDITIONS @ FINISHED WALLS, FLOORS, AND CEILINGS. FILL ALL EXISTING FLOOR AND WALL PENETRATIONS RESULTING FROM PIPING AND CONDUIT REMOVAL WITH NON‐SHRINK GROUT, READY TO RECEIVE FINAL FLOOR OR WALL FINISH. 6. CLEAN AND PATCH ALL REMAINING WALL, FLOOR AND CEILING SURFACES DAMAGED BY DEMOLITION TO A CONDITION REQUIRED TO RECEIVE NEW CONSTRUCTION, OR IF TO REMAIN EXPOSE, TO A CONDITION COMPARABLE TO NEW CONSTRUCTION. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: LEVELING (OR TAPERING) FLOOR SURFACE BETWEEN EXISTING FLOOR FINISHED AT LOCATION S WALLS ARE REMOVED. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL EXTRANEOUS HANGERS, CONDUITS, AND OTHER ITEMS THAT HAVE BEEN ABANDONED. 9'‐8" RELOCATE EXISTING SIGNS TO NEW WALL RELOCATE EXISTING SIGNS TO NEW WALL RELOCATE EXISTING EMERGENCY BUTTON TO NEW WALL RELOCATE EXISTING TOWEL HOOKS TO NEW WALL RELOCATE EXISTING TOWEL HOOKS TO NEW WALL RELOCATE SPA RULES SIGN TO EXISTING SOUTH WALL NEW 4" CMU WALLS. 9'‐8" HEIGHT. PROVIDE CONTROL JOINT BETWEEN NEW AND EXISTING WALLS. REDUCE HEIGHT OF ADJACENT EXISTING WALLS TO MATCH. PROVIDE MATCHING CT COVE BASE AT NEW WALLS. PAINT NEW WALLS TO MATCH EXISTING ADJACENT WALLS IN COLOR AND TYPE OF PAINT. ALIGN ALIGN EXISTING HANDRAIL TO REMAIN REPLACE EXISTING HANDRAIL WITH MATCHING NEW HANDRAIL TO FOLLOW NEW WALL SHAPE AND END AT SAME POINT EXISTING RAIL ENDED. (E) SPA CONTRACTOR TO COVER (E) POOL AND HOT TUB DURING WORK VERIFY NECESSARY CLEAR SPACE IS PROVIDED IN CHASE FOR DUCT AND GRILL EXISTING HANDRAIL TO REMAIN REPLACE EXISTING HANDRAIL WITH MATCHING NEW HANDRAIL TO FOLLOW NEW WALL SHAPE AND END AT SAME POINT EXISTING RAIL ENDED. TOOTH IN CMU AROUND NEW DUCTWORK PENETRATIONS AND PAINT ABOVE. 2'‐0" 2'‐0" A101 B5 A C B-1989 O L O R A D O L I C E N S E D R C H I T E C T K E N F I E L D N H E T F . ‐ PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T ‐ 970.484.0117 F ‐ 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524‐2913 © 2015 www.rbbarchitects.com 6/4/2015 12:23:02 PM A101 1231.31 SOUTH WING RCP AND ENLARGED PLANS Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins CONSTRUCTION DOCUMENTS 06/05/2015 NO DESCRIPTION DATE C4 LAUNDRY 1/4" = 1'-0" ROOM ENLARGED PLAN 5. SET FLOOR DRAINS 3/4" BELOW SURROUNDING TOP OF SLAB ELEVATION AND SLOPE FLOOR TO DRAINS, U.N.O. CONTRACTOR SHALL COORDINATE ALL FLOOR DRAIN... 4. PROVIDE BLOCKING AT ALL ACCESSORIES (GRAB BARS, ETC.), HARDWARE WHERE REQUIRED, AND WALL HUNG CABINETS. 3. INTERIOR DIMENSIONS ARE FROM FACE OF STUD, FACE OF MASONRY, OR FACE OF CONCRETE. WHERE DIMENSIONS ARE NOTED "CLEAR", DIMENSIONS ARE TO FINISH FACE. 2. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO REVIEW ALL OF THE DRAWINGS, INCLUDING ARCHITECTURAL, FOR WORK UNDER THEIR RESPECTIVE CONTRACTS. NO EXTRAS WILL BE ALLOWED FOR WORK SHOWN IN ANY PART OF THESE DRAWINGS OR DESCRIBED IN ANY PART OF THE PROJECT MANUAL. GENERAL NOTES ‐ PLAN 3. PAINT EXPOSED NEW STRUCTURE, DUCT WORK, PIPING, AND CONDUIT IN OCCUPIED SPACES.. 2. RUN CONDUIT IN DECK FLUTES WHEREVER POSSIBLE. 1. CENTER CEILING GRIDS IN ROOMS U.N.O. CENTER FIXTURES AND EQUIPMENT IN GRIDS OR METAL SOFFIT PANEL FLUTES. GENERAL NOTES ‐ REFLECTED CEILING PLAN A1 RCP 1/8" = 1'-‐ 0" UPPER LEVEL SOUTH WING SHEET NOTES 1 REMOVE (E) CEILING AS NEEDED FOR MECHANICAL, ELECTRICAL AND STRUCTURAL WORK ABOVE. REINSTALL CEILING AFTER WORK IS COMPLETE. RETURN CEILING TO CONDITION COMPARABLE TO NEW CONSTRUCTION. 2 DEMO (E) DIFFUSERS; REPLACE WITH NEW DIFFUSERS PER MECHANICAL DRAWINGS. 3 DEMO CEILING IN NEW LAUNDRY ROOM. REWORK GRID IN ADJACENT HALL TO STOP AT NEW WALL. GENERAL NOTES: DEMOLITION B5 POOL 1/4" = 1'-0" ‐ EAST ELEVATION A5 PARTIAL 1/4" = 1'-0" POOL ENLARGED PLAN FUTURE PHASE 360# WSHP-29 470# WSHP-30 360# WSHP-28 470# WSHP-27 470# WSHP-26 470# WSHP-25 470# WSHP-24 470# WSHP-23 250# WSHP-21 360# WSHP-20 500# WSHP-19 360# WSHP-22 250# (E) W14X22 (E) W16X26 (E) W12X14 (E) W12X14 (E) W12X22 (E) W12X22 (E) W14X22 (E) W12X14 (E) W14X30 (E) W12X14 (E) 14H5 (E) W14X30 (E) W14X30 (E) W14X30 (E) W14X30 (E) W14X30 (E) W14X30 (E) W14X30 (E) W14X22 (E) W12X14 (E) W12X14 (E) W12X14 (E) W12X14 (E) W16X26 (E) W16X26 (E) W16X26 (E) W21X50 (E) W16X26 (E) W16X26 (E) W16X26 (E) W16X26 (E) W16X26 (E) W16X26 (E) W16X26 (E) W16X26 (E) W16X26 (E) W16X26 (E) 22CS4 (E) 22CS4 (E) W16X26 (E) W12X14 (E) W12X14 (E) W12X14 (E) W12X14 (E) W12X14 (E) W12X14 (E) 10H3 (E) 10H3 (E) 10H3 (E) 10H3 (E) 10H3 (E) 10H3 (E) 10H3 (E) 10H3 (E) 10H3 (E) 10H3 (E) 10H3 (E) 10H3 WSHP-26 TO BE SUSPENDED FROM (E) W16 BEAM AND (E) 22" DEEP JOIST. HEAT PUMP TO BE CENTERED BETWEEN STRUCTURAL MEMBERS WSHP-26 TO BE SUSPENDED FROM (E) W16 BEAM AND (E) 22" DEEP JOIST. HEAT PUMP TO BE CENTERED BETWEEN STRUCTURAL MEMBERS C8X11.5 C8X11.5 C8X11.5 (E) W12X16 (E) W12X16 (E) W12X16 (E) W12X16 (E) W12X16 1 1 1 1 1 1 1 1 1 9 S1.0 1 1 1 1 3 5 5 (E) W21X44 (E) W21X44 (E) W21X44 (E) W21X44 (E) W12x14 (E) W16X31 (E) W16X31 9 S1.0 TYP. 9 TYP. 2 (E) TRUSS (E) TRUSS FUTURE PHASE PLAN NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. 2. CONTRACTOR TO VERIFY ALL WEIGHTS OF NEW MECHANICAL UNITS AND NOTIFY STRUCTURAL ENGINEER IF UNIT LOADS ARE GREATER THAN THOSE SHOWN ON PLAN 3. NEW WATER SOURCE HEAT PUMPS TO BE SUPPORTED BY A MINIMUM OF (2) MEMBERS. UNITS TO BE INSTALLED SUCH THAT WEIGHT OF NEW UNIT IS DISTRIBUTED EQUALLY BETWEEN TWO EXISTING FRAMING MEMBERS. ONLY (1) UNIT SHALL BE SUPPORTED OFF OF EACH EXISTING MEMBER 4. NEW MECHANICAL UNITS SUPPORTED BY OPEN WEB STEEL JOISTS SHALL BE SUPPORTED WITHIN 6" OF A PANEL POINT OR ELSE HAVE ADDITIONAL FRAMING INSTALLED PER DETAIL 4/S1.0 5. REPLACE ROOF DECK AT ABANDONED RTU DUCT OPENINGS. MATCH DEPTH AND GAGE OF EXISTING DECK KEY NOTES: NEW WATER SOURCE HEAT PUMP TO BE SUPPORTED FROM STRUCTURE ABOVE. LOCATE SO HEAT PUMP IS SHARING LOAD BETWEEN (2) STRUCTURAL MEMBERS MINIMUM. SEE DETAILS 3, 4 AND 6 ON S1.0 FOR SUPPORT REQUIREMENTS AT EXISTING BAR JOISTS ADD NEW ANGLE FRAMES PER DETAIL DEMOLISH EXISTING FRAMING AS REQUIRED FOR NEW MECHANICAL OPENINGS. ADD NEW FRAMING AND ANGLE FRAMES AS REQUIRED SHORE EXISTING W12x14 AND CUT AS REQUIRED FOR NEW OPENING. INSTALL NEW FRAMING MEMBERS AND CONNECT EXISTING W12x14 TO NEW FRAMING MEMBERS EXISTING CONCRETE CURB TO REMAIN. CUT NEW HOLES AS REQUIRED FOR RTU DUCT PENETRATIONS. INFILL ABANDONED DUCT PENETRATIONS WITH METAL DECKING MATCHING EXISTING DECK. DO NOT ADD CONCRETE TO THESE AREAS. FIELD VERIFY THAT EXISTING BEAM IS A WIDE FLANGE OR CHANNEL SHAPE OF 8" MINIMUM IN DEPTH. NOTIFY STRUCTURAL ENGINEER IF EXISTING BEAM IS SOMETHING SMALLER THAN THAT NOTED. ADD NEW MEMBER AND ALIGN SO BEAM IS CENTERED BELOW NEW MECHANICAL CURB. ADD NEW MEMBERS AS REQUIRED IF NEW MECHANICAL UNIT CURB EXTENDS INTO THIS FRAMING BAY. INFILL ABANDONED DUCT PENETRATIONS WITH METAL DECKING MATCHING EXISTING DECK. DO NOT ADD CONCRETE TO THESE AREAS. 1 2 / S1.0 2 3 4 5 6 7 8 9 - PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com 6/3/2015 5:22:43 PM S2.4 1922 EAST WING ROOF PLAN Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins CONSTRUCTION DOCUMENTS 06/05/2015 NO DESCRIPTION DATE 1 1/8" = 1'-0" EAST WING ROOF PLAN MULTI- PURPOSE ADDITION ADMINISTRATION ADDITION ORIGINAL BUILDING ORIGINAL BUILDING KEY PLAN 06-05-2015 EXISTING GYM ROOF JOIST (E) W14X22 (E) W14X30 (E) 14CS2 (E) 14CS2 (E) 14CS2 (E) W12X14 (E) W12X14 (E) W12X14 (E) 14CS2 (E) 14CS2 (E) 14CS2 (E) W12X14 (E) W12X14 (E) W12X14 (E) W12X14 (E) W12X14 (E) W12X14 (E) W12X14 (E) 10CS1 (E) 10CS1 (E) 10CS1 (E) W12X14 (E) W12X14 (E) W12X14 (E) W30X99 (E) W21X44 (E) W21X44 (E) W21X44 (E) W21X44 (E) W21X44 (E) W21X44 (E) W21X44 (E) W21X44 2 / S1.0 HSS4X4X1/4 HSS4X4X1/4 LOCATE NEW FAN WITHIN MIDDLE 1/3 OF HSS SPAN BETWEEN (E) ROOF JOISTS. MAXIMUM WEIGHT = 320 LBS C8X11.5 C8X11.5 C8X11.5 C8X11.5 (E) W12X14 (E) W12X14 (E) W12X14 (E) W12X14 (E) W14X22 (E) W12X14 (E) W12X14 1 1 2 2 9 S1.0 3 1 1 1 3 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 3 2 TYP. W12X14 W12X14 (E) W12X14 2 4 4 W12X14 9 S1.0 TYP. W12X14 6 6 2 10 S1.0 10 S1.0 7 7 8 13 S1.0 TYP. 13 S1.0 TYP. 11 S1.0 TYP. 9 S1.0 TYP. 9 S1.0 TYP. 9 S1.0 TYP. NEW FAN UNIT, MAXIMUM WEIGHT = 300LBS. INSTALL NEW CHANNEL BETWEEN STEEL BEAMS IF REQUIRED FOR LOCATION LOCATE NEW FAN WITHIN MIDDLE 1/3 OF HSS SPAN BETWEEN (E) ROOF JOISTS. MAXIMUM WEIGHT = 320 LBS 11 S1.0 TYP. 6 9 6 9 9 FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE PLAN NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. 2. CONTRACTOR TO VERIFY ALL WEIGHTS OF NEW MECHANICAL UNITS AND NOTIFY STRUCTURAL ENGINEER IF UNIT LOADS ARE GREATER THAN THOSE SHOWN ON PLAN 3. NEW WATER SOURCE HEAT PUMPS TO BE SUPPORTED BY A MINIMUM OF (2) MEMBERS. UNITS TO BE INSTALLED SUCH THAT WEIGHT OF NEW UNIT IS DISTRIBUTED EQUALLY BETWEEN TWO EXISTING FRAMING MEMBERS. ONLY (1) UNIT SHALL BE SUPPORTED OFF OF EACH EXISTING MEMBER 4. NEW MECHANICAL UNITS SUPPORTED BY OPEN WEB STEEL JOISTS SHALL BE SUPPORTED WITHIN 6" OF A PANEL POINT OR ELSE HAVE ADDITIONAL FRAMING INSTALLED PER DETAIL 4/S1.0 5. REPLACE ROOF DECK AT ABANDONED RTU DUCT OPENINGS. MATCH DEPTH AND GAGE OF EXISTING DECK KEY NOTES: NEW WATER SOURCE HEAT PUMP TO BE SUPPORTED FROM STRUCTURE ABOVE. LOCATE SO HEAT PUMP IS SHARING LOAD BETWEEN (2) STRUCTURAL MEMBERS MINIMUM. SEE DETAILS 3, 4 AND 6 ON S1.0 FOR SUPPORT REQUIREMENTS AT EXISTING BAR JOISTS ADD NEW ANGLE FRAMES PER DETAIL DEMOLISH EXISTING FRAMING AS REQUIRED FOR NEW MECHANICAL OPENINGS. ADD NEW FRAMING AND ANGLE FRAMES AS REQUIRED SHORE EXISTING W12x14 AND CUT AS REQUIRED FOR NEW OPENING. INSTALL NEW FRAMING MEMBERS AND CONNECT EXISTING W12x14 TO NEW FRAMING MEMBERS EXISTING CONCRETE CURB TO REMAIN. CUT NEW HOLES AS REQUIRED FOR RTU DUCT PENETRATIONS. INFILL ABANDONED DUCT PENETRATIONS WITH METAL DECKING MATCHING EXISTING DECK. DO NOT ADD CONCRETE TO THESE AREAS. FIELD VERIFY THAT EXISTING BEAM IS A WIDE FLANGE OR CHANNEL SHAPE OF 8" MINIMUM IN DEPTH. NOTIFY STRUCTURAL ENGINEER IF EXISTING BEAM IS SOMETHING SMALLER THAN THAT NOTED. ADD NEW MEMBER AND ALIGN SO BEAM IS CENTERED BELOW NEW MECHANICAL CURB. ADD NEW MEMBERS AS REQUIRED IF NEW MECHANICAL UNIT CURB EXTENDS INTO THIS FRAMING BAY. INFILL ABANDONED DUCT PENETRATIONS WITH METAL DECKING MATCHING EXISTING DECK. DO NOT ADD CONCRETE TO THESE AREAS. 1 2 / S1.0 2 3 4 5 6 7 8 9 - PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com 6/3/2015 5:22:39 PM S2.3 1922 WEST WING ROOF PLAN Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins CONSTRUCTION DOCUMENTS 06/05/2015 1 1/8" = 1'-0" WEST WING ROOF PLAN NO DESCRIPTION DATE MULTI- PURPOSE ADDITION ADMINISTRATION ADDITION ORIGINAL BUILDING ORIGINAL BUILDING KEY PLAN 06-05-2015 degree by changes in external temperature and floor or roof deflection. Finish details should allow for relative movement between elements with different support conditions. STRUCTURAL STEEL: Structural steel shall be detailed, fabricated, and erected in accordance with the "Specification for Structural Steel Buildings" (AISC 360-05) and the "Code of Standard Practice for Steel Building and Bridges" (AISC 303-05), by the American Institute of Steel Construction (AISC). Structural steel wide flange beams shall conform to ASTM A992. Other rolled shapes, including plates, channels, and angles shall conform to ASTM A36. Hollow structural section (HSS) tube shapes shall conform to ASTM A500, Grade B, 46 ksi yield. Pipe shapes shall conform to ASTM A53 Grade B. Except as noted, framed beam connections shall be bearing-type with 3/4" diameter, snug tight, A325-N bolts, detailed in conformance with the Structural Drawings and the "Steel Construction Manual" by AISC, 13th Edition. Install bolts in accordance with AISC "Specification for Structural Joints Using ASTM A325 or A490 Bolts", 2004. All beams shall have full depth web stiffeners each side of webs above and below columns Anchor rods shall conform to ASTM F1554, Grade 36 (or high strength Gr 55 or Gr 105 as noted), with weldability supplement S1. Headed anchor studs (HAS) shall be attached to structural steel with equipment approved by the stud manufacturer according to the stud manufacturer's recommendations. Welding shall be done by a certified welder in accordance with AISC and AWS specifications and recommendations using E70- electrodes. Where not specifically noted, minimum weld shall be 3/16” fillet by length of contact edge. All post-installed anchors shall have current International Code Council Evaluation Service (ICC-ES) reports and shall be installed in accordance with the manufacturer's requirements. Expansion anchors shall be approved “wedge” type unless specifically noted to be “sleeve” type and shall have current ICC-ES Report. Chemical anchors shall be approved epoxy or similar adhesive type and shall have current ICC-ES Report. Where base material is not solid, approved screen tubes shall be used. Grout beneath column base and beam-bearing plates shall be minimum 28-day compressive strength of 7,500 psi, approved non-metallic,non-shrink, when tested in accordance with ASTM C1107 Grade B or C at a flow cone fluid consistency of 20 to 30 seconds. ABBREVIATIONS: B/??? BOTTOM OF ELEMENT C.F.M.F. COLD FORMED METAL FRAMING CLR. CLEAR COL. COLUMN DEFL. DEFLECTION FTG. FOOTING G.B. GRADE BEAM H.A.S. HEADED ANCHOR STUDS (E) EXISTING ELEMENT E.O.D. EDGE OF ROOF DECK E.O.S. EDGE OF SLAB LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAX. MAXIMUM MIN. MINIMUM O.H. OPPOSITE HAND O.H. OVERHANG (C&C LOAD TABLE) SIM. SIMILAR STL. STEEL T/??? TOP OF ELEMENT T&B TOP AND BOTTOM TYP. TYPICAL W.T.S. WELDED THREADED STUDS (E) BAR JOIST ANGLE FRAME UNDER CURB ANGLE FRAME BEYOND, CONNECT PER 2 / S1.0 3/16 2" TYP. EACH END (E) BAR JOIST ANGLE FRAME UNDER CURB ANGLE FRAME UNDER CURB P.T. BLOCKING BELOW MECH. CURB CURB PER MECH. DETAILS MECH. UNIT, SEE MECH. PLANS PROVIDE L2 1/2x2 1/2x1/4 ANGLE STRUT IF NOT LOCATED WITHIN 6" OF PANEL POINT FRAME AROUND OPENINGS IN ROOF DECK AS REQUIRED UNDER MECHANICAL UNIT FOR ROOF DECK SUPPORT . WHERE POSSIBLE AND WHERE NOTED ON PLAN, LOCATE CURB DIRECTLY OVER JOIST 7'-0 MAX. ROOF BEAMS OR JOISTS "L" 1 "L" 2 OPENING ANGLE ANGLE "L 1 " OR "L 2 " (USE LARGER VALUE) UP TO 1'-0 UP TO 3'-0 UP TO 5'-0 UP TO 7'-0 ANGLE SIZES NONE REQ'D 3 1/2x3 1/2x1/4 5x3x1/4 (L.L.V.) 6x4x5/16 (L.L.V.) USE ABOVE FRAMING AT ALL ROOF OPENINGS WHERE EITHER "L " OR "L " EXCEEDS 1'-0 , UNLESS NOTED OTHERWISE. VERIFY WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS. 1 2 REMARKS SEE FOR ATTACHMENT OF ANGLES 5 / S1.0 PL 3/8x5x5 PARALLEL TO JOIST PERPENDICULAR TO JOIST WP OF KICKER 3" MAX L4x3x5/16 (SLV) BETWEEN JOISTS 3/16 3" 3/16 3" 3/16 2" 3/16 2" TYP. 3/16 3" TYP. EACH 3/16 3" END 3/16 3" 3/16 3" TYP. 3/16 4" TYP. EACH END JOIST PANEL POINT 3/16 2 1/2" MIN. EACH END, TYP. JOIST PANEL POINT NOTES: 1. STIFFENER REQUIRED FOR ALL CONCENTRATED LOADS WHERE L EXCEEDS 3" L2 1/2x2 1/2x1/4 STIFFENER HANGING LOAD SUPPORTED CONCENTRATED LOAD PROVIDE L2 1/2x2 1/2x1/4 KICKER WELDED TO TOP CHORD OF ADJACENT JOIST WHERE HORIZONTAL LOADS IMPOSED ON BOTTOM CHORD HORIZONTAL LOAD L L (E) ROOF DECK 3/16 3/16 WELDED ANGLE FRAME BELOW (4) SIDES OF NEW OPENING. SEE FOR ADDITIONAL INFORMATION 3/16 (E) ROOF JOIST . . . VERIFY SIZE AND LOCATION OF OPENING WITH ARCH./MECH. 2 / S1.0 (E) ROOF DECK (E) ROOF JOIST ALL THREAD AND UNI-STRUT PER MECH. SUPPLIER LOCATE UNIT TO SHARE LOAD EQUALLY BETWEEN A MINIMUM OF (2) STEEL BAR JOISTS 3/16 TYP. TACK NUT, TYP. SINGLE ROW BEARING BOLTED BEAM CONN SCHEDULE NOTE: 1. BEARING TYPE CONNECTION W/ THREADS INCLUDED IN SHEAR PLANE. 2. FOR tw < MIN. THICKNESS, CAPACITY IS REDUCED BY FACTOR tw/t min. W8 BEAM TYPE # OF 3/4" Ø A325 N OR TC BOLTS PLATE OR ANGLE LENGTH (L) COMMENTS 2 6" HORIZONTAL SHORT SLOTTED HOLE IN PLATE W10 2 6" W12, W14 3 9" W16 4 12" W18, W21 5 15" HORIZONTAL SHORT SLOTTED HOLE IN PLATE HORIZONTAL SHORT SLOTTED HOLE IN PLATE HORIZONTAL SHORT SLOTTED HOLE IN PLATE HORIZONTAL SHORT SLOTTED HOLE IN PLATE PL 3/8x4 1/2xL W/ SHORT SLOTTED HORIZ. HOLES FOR 3/4" Ø, A325 N BOLTS. SEE BOLTED CONN SCHED FOR QTY OF BOLTS WF GIRDER, SEE PLAN 1/4 1/4 TYP. WF BEAM TO WF GIRDER REFER TO BOLTED BEAM CONNECTION SCHEDULE STEEL BEAM, SEE PLAN STEEL BEAM, SEE PLAN 3" TYP 1 1/2" 1 1/2" 2" TYP 2 1/2" TYP. L 1 1/2" 1" MAX. COPE MEMBER AS REQUIRED 3/8" x 4 1/2" x "L" PLATE. ATTACH NEW STEEL MEMBER w/ 3/4"Ø A325 BOLTS. 4 1/2" TYP. 1 1/2" TYP. 3" TYP. 2" NEW STEEL MEMBER, SEE PLAN EXISTING STEEL BEAM, VERIFY SIZE IN FIELD L 1/4 1/4 TYP. 3/8" x 12" x 1'-2" BEARING PLATE. ATTACH TO (E) CMU WALL w/ (4) 3/4"Ø F1554 GR. 36 THREADED ROD & SIMPSON SET EPOXY w/ 7" MIN. EMBEDMENT NEW W12 PER PLAN 1/4 1/4 TYP. EXISTING 12" CMU WALL. VERIFY UNIT IS SOLID GROUTED AT BEAM ATTACHMENT. SOLID GROUT IF NOT. 1' - 0" 2" 8" 2" 1' - 2" 2" 8" 4" TYPICAL SHEAR TAB, SEE FOR ADDITIONAL INFORMATION 8 / S1.0 CHANNEL PER PLAN L4x4x3/8 x 0'-6" 3/16 3/16 TYP. 3/16 4" TYP. COPE CHANNEL AROUND TOP OF (E) ROOF JOIST CHANNEL PER PLAN L4x4x3/8 x 0'-6" ANGLE STRUT PER IF NOT WITHIN 3" OF PANEL POINT 4 / S1.0 . NOTE: REMOVE PAINT FROM (E) JOIST PRIOR TO WELDING EXTENTS OF MECHANICAL UNIT LOADS ON JOISTS PER PLAN NOTE OPEN WEB ROOF JOIST, TYP. ANGLE FRAME PER LOCATE BELOW MECHANICAL CURB, TYPICAL OPENINGS PER MECHANICAL. PROVIDE ADDITIONAL FRAMES AROUND OPENINGS PER 2 / S1.0 ALIGN MECHANICAL UNIT CURB OVER JOIST, ONE END TYPICAL 2 / S1.0 1 S1.0 3/16 3/16 TYP. . NOTE: REMOVE PAINT FROM (E) JOIST PRIOR TO WELDING. FAN ATTACHMENT PER FAN MANUFACTURER ANGLE STRUT PER IF NOT WITHIN 3" OF PANEL POINT 4 / S1.0 (E) ROOF JOIST (E) ROOF JOIST - PLOT DATE SHEET INFORMATION PROJECT INFORMATION PROJECT PHASE SEAL ARCHITECT REVISIONS ISSUE DATE: PROJECT #: ARCHITECTS CONSULTANT T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com 6/3/2015 5:22:35 PM S1.0 1922 GENERAL NOTES, ABBREVIATIONS AND DETAILS Fort Collins Senior Center HVAC Remodel 1200 Raintree Drive Fort Collins, CO 80526 City of Fort Collins CONSTRUCTION DOCUMENTS 06/05/2015 NO DESCRIPTION DATE 1 3/4" = 1'-0" TYPICAL MECHANICAL UNIT SUPPORT WITH NO CONCRETE CURB 2 3/4" = 1'-0" TYPICAL FRAMING AT ROOF OPENING 3 3/4" = 1'-0" TYPICAL ANGLE BRACE TO JOIST 4 3/4" = 1'-0" TYPICAL JOIST CHORD SUPPORT 5 3/4" = 1'-0" NEW FRAMED OPENING IN EXISTING ROOF 6 3/4" = 1'-0" TYPICAL SUPPORT OF HEAT PUMPS FROM OPEN WEB JOISTS 7 3/4" = 1'-0" TYPICAL BOLTED BEAM CONNECTION SCHEDULE 8 3/4" = 1'-0" TYPICAL SHEAR TAB CONNECTION 9 3/4" = 1'-0" NEW BEAM TO EXISTING BEAM 10 3/4" = 1'-0" NEW STEEL BEAM AT EXISTING CMU WALL 11 1/2" = 1'-0" CHANNEL TO EXISTING ROOF JOIST 12 3/4" = 1'-0" TYPICAL MECHANICAL UNIT SUPPORT PLAN 13 1/2" = 1'-0" HSS TO EXISTING ROOF JOIST 06-05-2015 SP1.1 WEST WING SOLAR PANEL FUTURE EXPANSION SP1.2 EAST WING SOLAR PANEL FUTURE EXPANSION SHEET INDEX G000 COVER SHEET S STRUCTURAL S1.0 GENERAL NOTES, ABBREVIATIONS AND DETAILS S2.3 WEST WING ROOF PLAN S2.4 EAST WING ROOF PLAN AARCHITECTURAL A101 SOUTH WING RCP AND ENLARGED PLANS A102 MAIN LEVEL RCP AND ROOF LADDER DETAILS M MECHANICAL MP0.1 MECHANICAL GENERAL NOTES, LEGENDS AND DRAWING INDEX M1.2 SOUTH DEMO PLANS M1.3 ROOF DEMO PLAN M2.2 LOWER LEVEL SOUTH HVAC PLAN M2.3 UPPER LEVEL HVAC PLAN M7.1 ENLARGED MECHANICAL ROOM PLANS AND HVAC DETAILS M8.1 HVAC SCHEDULES M8.2 HVAC SCHEDULES M9.1 HVAC CONTROLS SEQUENCES 3. ROOM NUMBERS ON DRAWINGS ARE FOR CONSTRUCTION REFERENCE ONLY. 'FINAL' ROOM NUMBERS FOR SIGNAGE, ALARM SCHEDULES, PANEL SCHEDULES, ETC. WILL BE ISSUED AT A LATER DATE. 2. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO REVIEW ALL OF THE DRAWINGS, INCLUDING ARCHITECTURAL, FOR WORK UNDER THEIR RESPECTIVE CONTRACTS. NO EXTRAS WILL BE ALLOWED FOR WORK SHOWN IN ANY PART OF THESE DRAWINGS OR DESCRIBED IN ANY PART OF THE PROJECT MANUAL. GENERAL NOTES ‐ PROJECT