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HomeMy WebLinkAboutBID - 7674 PARKING GARAGE REPAIRS & WATERPROOFINGSPECIFICATIONS AND CONTRACT DOCUMENTS FOR PARKING GARAGES REPAIRS & WATERPROOFING BID NO. 7674 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS AUGUST 11, 2014 – 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: July 21, 2014 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 August 11, 2014, for the Parking Garages Repairs & Waterproofing; BID NO. 7674. 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 7674. The Work consists of repairs and waterproofing to parking structures located in Fort Collins. Old Town Parking Structure (106,820 sf) is located at 102 Remington Street (built in 1985) and Civic Center Parking Structure (288,110 sf) is located at 120 N. Mason Street (built in 1999). A prebid conference and job walk with representatives of prospective Bidders will be held July 29, 2014 at 10:00 am and we will meet at the northwest Corner of the Civic Center Parking Structure or corner of Mason and Laporte. All questions must be submitted by August 5, 2014 5:00pm to Mike Breeze at mbreeze@fcgov.com. This is a one (1) year contract, which at the discretion of the City, may be renewed for up to an additional four (4) one-year periods. In addition to the types of work listed in this year’s Construction Documents, future work could include the following:  Structural concrete repairs to horizontal, vertical, and overhead surfaces.  Full depth concrete slab repairs.  Application of vehicular traffic coatings.  Structural repairs to steel stairs.  Welding of structural steel.  Replace expansion joints in concrete surfaces.  Tuck pointing of masonry.  Installation of flashing.  Install cricketed overlays to improve drainage.  Installation of new floor and/or trench drains with associated piping. 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. . Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online at:  City of Fort Collins BuySpeed: https://www.fcgov.com/eprocurement 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 S. Paul Director of Purchasing & Risk Management 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: 7674 Parking Garages Repairs & Waterproofing 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) All Work required to construct the Project, complete, based on the Estimated Quantities given below, for the Contract Sum listed below and identified as the Contract Sum Based on Unit Prices. Listed below in the Work Tabulation and Unit Price Schedule are Unit Prices for specific portions of the Work. These Unit Prices must be furnished by the Bidder as part of the bid, and are applicable only to variations from the Contract Documents. They will be used to calculate the price adjustments for additions or subtractions to the quantity of work required. Where actual work quantities, as authorized by the City of Fort Collins in writing, vary materially from the Estimated Quantities listed in the Schedule below, the Contract Sum Based on Unit Prices as stated below will be adjusted on the basis of Unit Prices as directed by the City of Fort Collins as follows: 1). Where the work quantities are greater than the Estimated Quantities, the Contract Sum Based on Unit Prices will be increased by the product of the additional quantities which are greater than the Estimated Quantities, and the corresponding Unit Prices listed below. 2). Where the work quantities are less than the Estimated Quantities, the Contract Sum Based on Unit Prices will be decreased by the product of the actual quantities which are less than the Estimated Quantities, and the corresponding Unit Price listed below. Civic Center Parking Garage – Base Bid Item No. Item Description Reference Spec Section or Drawing** Estimated Quantities Unit Unit Price ($/Unit) Work Item Total ($) - Mobilization & General Conditions - - LS *NA *_____ 1 Epoxy inject cracks greater than 1/16" wide in the spandrel panel on level 5 where noted on plan. 8/S3.0 115 LF *_____ 2 Install protective coating to repaired spandrel panels on level 5 where noted on plan. Apply coating to the inside face of the panel from the parking deck to the top of the panel. Color to match existing and be approved by the City of Fort Collins prior to installation. For bidding purposes, assume 50% of the area noted to be tan, and 50% of the area noted to be red. 9/S3.0 170 LF *_____ 3 Replace the failed connections along the double tees where snow is stored. 6/S3.0 20 EA *_____ 4 Replace horizontal and vertical exterior building joint sealants around the building perimeter with a silicone sealant. Quantity Item No. Item Description Reference Spec Section or Drawing** Estimated Quantities Unit Unit Price ($/Unit) Work Item Total ($) shown includes the exterior face on all sides at all levels and the joints around the column pilasters above the top parking level. 5 Replace horizontal sealants between double tees on level 5 with silicone sealant. 4/S3.0 2,750 LF *_____ 6 Replace typical cove joint sealants at vertical to horizontal interfaces including slab to spandrel, and slab to column interfaces on level 5 where noted on plan with silicone sealant. 5/S3.0 865 LF *_____ 7 Replace cove joint sealants greater than 2" wide between horizontal to vertical interfaces with an evasote joint and silicone sealant. 11/S3.0 40 LF *_____ 8 Install MasterProtect H 400 by BASF or approved equal to the slab on level 5. N/A 24,000 SF *_____ 9 Replace cove joint sealants at wall to slab-on-grade with silicone sealant. 5/S3.0 1,200 LF *_____ 10 Replace sealant in cap stone mortar joints with silicone sealant. 7/S3.0 7,200 LF *_____ 11 Replace sealant installed at rail posts on the top level with silicone sealant. 10/S3.0 31 EA 12 Repair joint edges along double- tee flanges as required to redefine the proper joint profile. Old Town Parking Garage – Base Bid Item No. Item Description Reference Spec Section or Drawing** Estimated Quantities Unit Unit Price ($/Unit) Work Item Total ($) - Mobilization & General Conditions - - LS *NA *_____ 13 Epoxy inject cracks in structural members where shown on plan. 8/S3.0 165 LF *_____ 14 Replace sealant in horizontal flange to flange joints with polyurethane sealant where shown on plan. Submit product data to engineer for review and approval. 4/S3.0 285 LF *_____ 15 Replace cove joint sealants where shown on plan with polyurethane sealant. Submit product data to engineer for review and approval. 5/S3.0 120 LF *_____ 16 Replace horizontal and vertical exterior building joint sealants around the building perimeter with a silicone sealant. Quantity shown includes the exterior face on all sides at all levels and the joints around the column pilasters above the top parking level. Coordinate installation with the urethane sealants on the top level to ensure full cure of all materials. 4/S3.0 1,600 LF *_____ 17 Replace cove joint sealants at wall to slab-on-grade with silicone sealant. 5/S3.0 100 LF *_____ TOTAL: Contract Sum for the Old Town Base Bid Based on Unit Prices *____________ In Words: TOTAL BASE BID FOR CIVIC CENTER PARKING GARAGE & OLD TOWN PARKING GARAGE $ IN WORDS: Civic Center Parking Garage – Add Alternate Item No. Item Description Reference Spec Section or Drawing** Estimated Quantities Unit Unit Price ($/Unit) Work Item Total ($) A1 Replace horizontal sealants between double tees on the exposed portions of level 4 with silicone sealant. 4/S3.0 6,000 LF *_____ A2 Replace cove joint sealants at vertical to horizontal interfaces including slab to spandrel, and slab to column interfaces on level 4 where noted on plan with silicone sealant. 5/S3.0 1,000 LF *_____ A3 Install MasterProtect H 400 by BASF or approved equal to the slab on the exposed portions of level 4. N/A 45,000 SF *_____ A4 Repair joint edges along double- tee flanges as required to redefine the proper joint profile. 2/S3.0 85 SF *_____ TOTAL: Contract Sum for the Civic Center Add Alternate Based on Unit Prices *___________ In Words Old Town Parking Garage – Add Alternate Item No. Item Description Reference Spec Section or Drawing** Estimated Quantities Unit Unit Price ($/Unit) Work Item Total ($) A5 Repair concrete delaminations in the slab of the top level that the remaining budget allows for. 1/S3.0 280 SF *_____ TOTAL: Contract Sum for the Old Town Add Alternate Based on Unit Prices *____________ In Words: Materials: Reasonable cost to Contractor plus a mark-up of *____________% *: To be entered by the bidder as a required part of his bid. **: Reference specification sections or drawings are provided for ease of reference only and are not intended to limit the extent of the Work as contained in these Contract Documents. ***: The bidder shall submit a labor rates for all anticipated personnel. The rates listed should be inclusive of all items except materials used on the job. The actual quantities of work will be field measured by the Contractor and verified by the City of Fort Collins with assistance from their consulting engineer. All Unit Price work will be paid for on the basis of accumulated quantities. The contractor will issue a proposed construction schedule along with the bid. The proposed schedule should include available start date (assuming Notice to Proceed given by the City of Fort Collins to the Contractor), number of weeks required to substantially complete the Work, weekly crew size to accomplish the schedule, and estimated completion date. Downtime due to weather will be in addition to these days, and will be defined as days or half-days in which work could not reasonably be efficiently performed, in the opinion of the Contractor and the City of Fort Collins due to weather- related conditions. 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, 7674 Parking Garages Repairs & Waterproofing. 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. Submit evidence that the company has minimum of 5 years continuous experience in structural repairs and waterproofing of parking garages. Experience in the application of the specified materials and anticipated vehicular traffic coating scope of work for future years is required. Submit list of at least five (5) completed project references of similar scope and size, within the last 5 years including: 1. Project name 2. Owner’s name 3. Owner’s representative name, address, and telephone number 4. Description of work 5. Repair and waterproofing materials used 6. Project supervisor 7. Total cost of project 8. Completion date Submit evidence that the company is approved, authorized, or licensed by traffic-coating manufacturers to apply traffic coatings and that the company is eligible to receive traffic-coating manufacturer’s warranties. Must have installations of major product manufacturer materials (BASF, Sika, Neoguard, Tremco, etc.) in the Front Range area in use for minimum of five years. Must employ foreman who have been trained by traffic-coating manufacturers and with minimum of 5-years’ experience as foreman on similar projects, who is fluent in English, to be on site at all times during work 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 15% 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: 7674 Parking Garages Repairs & Waterproofing 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 7674 Parking Garages Repairs & Waterproofing. 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 S. Paul Director of Purchasing & Risk Management 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 7674 Parking Garages Repairs & Waterproofing. ARTICLE 2. ENGINEER The Project has been designed by Martin Martin Engineers who is hereinafter called ENGINEER and who 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 3.1 Contract Period. This agreement shall commence and shall continue in full force until unless terminated as herein provided. In addition at the option of the City, the agreement may be extended for additional on (1) year periods not to exceed four (4) additional oine (1) year periods. Pricing changes, if any, shall be negotiated by and agreed to by both parties in writing. 3.2 The Work shall be Substantially Complete within ( ) 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 ( ) calendar days after the date when the Contract Times commence to run. 3.3 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not 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: Dollars ($ ) for each calendar day or fraction thereof that expires after the ( ) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Dollars ($ ) for each calendar day or fraction thereof that expires after the ( ) 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: DARIN ATTEBERRY, CITY MANAGER By: GERRY S. PAUL PRINTED DIRECTOR OF PURCHASING AND RISK MANAGEMENT Title: Title: Date: 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: 7674 Parking Garages Repairs & Waterproofing 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, 7674 Parking Garages Repairs & Waterproofing. 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, 7674 Parking Garages Repairs & Waterproofing. 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. SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 7674 Parking Garages Repairs & Waterproofing 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, 7674 Parking Garages Repairs & Waterproofing. 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: 7674 Parking Garages Repairs & Waterproofing 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: 7674 Parking Garages Repairs & Waterproofing 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-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: Parking Garages Repairs & Waterproofing CONTRACTOR: [Contractor] PROJECT NUMBER: 7674 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 PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract NUMBER DATE AMOUNT The present status of the account for this Contract is as follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: CONTRACT AMOUNTS APPLICATION FOR PAYMENT PAGE 2 OF 4 Work Completed Work Completed Work Completed Stored Bid This Month Previous Periods To Date Materials Total Item This Earned Percent Number Description Quantity Units Unit Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Completed Work Completed Work Completed Stored Bid This Month Previous Periods To Date Materials Total Item This Earned Percent Number Description Quantity Units Unit Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 STORED MATERIALS SUMMARY PAGE 4 OF 4 On Hand Received Installed On Hand Item Invoice Previous This This This Number Number Description Application Period Period Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 CITY OF FORT COLLINS PARKING GARAGE REPAIRS & WATERPROOFING MARTIN / MARTIN PROJECT NO. 14.0415.S.01 CONSULTANT: 12499 WEST COLFAX AVENUE LAKEWOOD, CO. 80215 303 431 6100 CONTACT: BEN BROMIEL 720 544 8923 DRAWING INDEX: AERIAL PHOTO VICINITY MAP OWNER'S REPRESENTATIVE: 300 LAPORTE AVENUE FORT COLLINS, COLORADO 80522 CONTACT: MIKE BREEZE 970 566 7044 CITY OF FORT COLLINS, OPERATIONS SERVICES CIVIC CENTER PARKING GARAGE 120 NORTH MASON STREET FORT COLLINS, COLORADO AERIAL PHOTO VICINITY MAP OLD TOWN PARKING GARAGE 102 REMINGTON STREET FORT COLLINS, COLORADO BID SET 07/09/2014 SHEET NUMBER SHEET TITLE 0.0 COVER SHEET S0.1 ABBREVIATIONS, SYMBOLS & GENERAL NOTES S0.2 WORK LIST S0.3 SEALANT SPECIFICATION S0.4 MATERIAL SPECIFICATIONS S1.0 CIVIC CENTER BASE BID PLAN S1.1 CIVIC CENTER TYP LOWER LEVEL PLAN - BASE BID S1.2 CVIC CENTER ADD ALTERNATE PLAN S1.3 CIVIC CENTER ELEVATIONS S2.0 OLD TOWN BASE BID PLAN S2.1 OLD TOWN BASE RCP S2.2 OLD TOWN ADD ALTERNATE PLAN S2.3 OLD TOWN ELEVATIONS S3.0 REPAIR DETAILS CIVIC CENTER PARKING GARAGE CIVIC CENTER PARKING GARAGE OLD TOWN PARKING GARAGE OLD TOWN PARKING GARAGE SYMBOL DESCRIPTION MECH UNIT (XX.Xk = MECH UNIT OPERATING WEIGHT IN KIPS INCLUDING INERTIA BASE) PAD THICKNESS XX.Xk X" EXTENT OF CONCRETE PAD BRACING SYMBOL DESCRIPTION ELEVATION CALLOUT STEP SLOPE KEY NOTE SUBGRADE FORM SAVER DRAWING REVISION NUMBER CURRENT REVISION CLOUD 1 X SERVICE LOAD PROVIDED FOR SPECIALTY DESIGNER WELDED-WIRE REINFORCEMENT SECTION OR DETAIL CUT SHEET NUMBER ELEVATION CUT SHEET NUMBER NEW GRID LINES EXISTING GRID LINES X XX X XX X X DRAIN INT Interior COL Column DIA or Ø CONC (E) or EXIST DTL(S) DWG(S) DWL(S) EMBED EXT EW EE EF EJ EL ELEV ENGR EQ ES EA EC DIM DL DESCRIPTION QUANTITY WORK ITEM REF DTL DESCRIPTION QUANTITY WORK ITEM REF DTL DESCRIPTION QUANTITY WORK ITEM REF DTL DESCRIPTION QUANTITY WORK ITEM REF DTL 1 CIVIC CENTER BASE BID CIVIC CENTER ADD ALTERNATE OLD TOWN BASE BID OLD TOWN ADD ALTERNATE EPOXY INJECT CRACKS GREATER THAN 1/16" WIDE IN THE SPANDREL PANEL ON LEVEL 5 WHERE NOTED ON PLAN. INSTALL PROTECTIVE COATING TO REPAIRED SPANDREL PANELS ON LEVEL 5 WHERE NOTED ON PLAN. APPLY COATING TO THE INSIDE FACE OF THE PANEL FROM THE PARKING DECK TO THE TOP OF THE PANEL. COLOR TO MATCH EXISTING AND BE APPROVED BY THE OWNER PRIOR TO INSTALLATION. FOR BIDDING PURPOSES, ASSUME 50% OF THE AREA NOTED TO BE TAN, AND 50% OF THE AREA NOTED TO BE RED. REPLACE THE FAILED CONNECTIONS ALONG THE DOUBLE TEES WHERE SNOW IS STORED. REPLACE HORIZONTAL AND VERTICAL EXTERIOR BUILDING JOINT SEALANTS AROUND THE BUILDING PERIMETER WITH A SILICONE SEALANT. QUANTITY SHOWN INCLUDES THE EXTERIOR FACE ON ALL SIDES AT ALL LEVELS AND THE JOINTS AROUND THE COLUMN PILASTERS ABOVE THE TOP PARKING LEVEL. REPLACE HORIZONTAL SEALANTS BETWEEN DOUBLE TEES ON LEVEL 5 WITH SILICONE SEALANT. REPLACE TYPICAL COVE JOINT SEALANTS AT VERTICAL TO HORIZONTAL INTERFACES INCLUDING SLAB TO SPANDREL, AND SLAB TO COLUMN INTERFACES ON LEVEL 5 WHERE NOTED ON PLAN WITH SILICONE SEALANT. INSTALL MASTERPROTECT H 400 BY BASF OR APPROVED EQUAL TO THE SLAB ON LEVEL 5. REPLACE HORIZONTAL SEALANTS BETWEEN DOUBLE TEES ON THE EXPOSED PORTIONS OF LEVEL 4 WITH SILICONE SEALANT. INSTALL MASTERPROTECT H 400 BY BASF OR APPROVED EQUAL TO THE SLAB ON THE EXPOSED PORTIONS OF LEVEL 4. EPOXY INJECT CRACKS IN STRUCTURAL MEMBERS WHERE SHOWN ON PLAN. REPLACE SEALANT IN HORIZONTAL FLANGE TO FLANGE JOINTS WITH POLYURETHANE SEALANT WHERE SHOWN ON PLAN. SUBMIT PRODUCT DATA TO ENGINEER FOR REVIEW AND APPROVAL. REPLACE COVE JOINT SEALANTS WHERE SHOWN ON PLAN WITH POLYURETHANE SEALANT. SUBMIT PRODUCT DATA TO ENGINEER FOR REVIEW AND APPROVAL. REPAIR CONCRETE DELAMINATIONS IN THE SLAB OF THE TOP LEVEL THAT THE REMAINING BUDGET ALLOWS FOR. 2 3 4 5 6 8 9 10 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE 7/9/2014 4:10:39 PM C:\Proj\14_0415 - Civic Center Garage - RS14_jonathanw.rvt S0.3 Ft. Collins Parking Garage Repairs & Waterproofing FORT COLLINS, COLORADO SEALANT SPECIFICATION BB BB EJ 14.0415.S.01 14.0415.S.01 07/09/2014 Enter EOR's Initials Here JOINT SEALANTS PART 1 - GENERAL 1.1 SUMMARY A. SECTION INCLUDES: 1. SILICONE JOINT SEALANTS. 2. URETHANE JOINT SEALANTS. 1.2 PRECONSTRUCTION TESTING A. PRECONSTRUCTION COMPATIBILITY AND ADHESION TESTING: SUBMIT TO JOINT-SEALANT MANUFACTURERS, FOR TESTING INDICATED BELOW, SAMPLES OF MATERIALS THAT WILL CONTACT OR AFFECT JOINT SEALANTS. 1. USE ASTM C 1087 TO DETERMINE WHETHER PRIMING AND OTHER SPECIFIC JOINT PREPARATION TECHNIQUES ARE REQUIRED TO OBTAIN RAPID, OPTIMUM ADHESION OF JOINT SEALANTS TO JOINT SUBSTRATES. 2. SUBMIT NOT FEWER THAN EIGHT PIECES OF EACH KIND OF MATERIAL, INCLUDING JOINT SUBSTRATES, SHIMS, JOINT-SEALANT BACKINGS, SECONDARY SEALS, AND MISCELLANEOUS MATERIALS. 3. SCHEDULE SUFFICIENT TIME FOR TESTING AND ANALYZING RESULTS TO PREVENT DELAYING THE WORK. 4. FOR MATERIALS FAILING TESTS, OBTAIN JOINT-SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CORRECTIVE MEASURES INCLUDING USE OF SPECIALLY FORMULATED PRIMERS. 5. TESTING WILL NOT BE REQUIRED IF JOINT-SEALANT MANUFACTURERS SUBMIT JOINT PREPARATION DATA THAT ARE BASED ON PREVIOUS TESTING, NOT OLDER THAN 24 MONTHS, OF SEALANT PRODUCTS FOR ADHESION TO, AND COMPATIBILITY WITH, JOINT SUBSTRATES AND OTHER MATERIALS MATCHING THOSE SUBMITTED. B. PRECONSTRUCTION FIELD-ADHESION TESTING: BEFORE INSTALLING SEALANTS, FIELD TEST SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE 7/9/2014 4:10:39 PM C:\Proj\14_0415 - Civic Center Garage - RS14_jonathanw.rvt S0.4 Ft. Collins Parking Garage Repairs & Waterproofing FORT COLLINS, COLORADO MATERIAL SPECIFICATIONS BB BB EJ 14.0415.S.01 14.0415.S.01 07/09/2014 Enter EOR's Initials Here EPOXY LEVELING COMPOUND SPECIFICATION PART 1 - GENERAL 1.1 SUMMARY A. SECTION INCLUDES: 1. CONCRETE OVERLAY AND REPAIR MORTAR SYSTEM FOR EXTERIOR ELEVATED DECKS. 1.2 SYSTEM DESCRIPTION A. OVERLAY PERFORMANCE REQUIREMENTS: PROVIDE OVERLAY MATERIAL COMPLYING WITH THE FOLLOWING REQUIREMENTS: 1. VISCOSITY, POISE, AT 75 DEGREES F OF 10 - 25. 2. COMPRESSIVE STRENGTH, ASTM C579: A. 3 HOURS: 1,000 PSI. B. 24 HOURS: 5,000 PSI. C. 7 DAYS: 6,000 PSI. 3. COMPRESSIVE STRENGTH, ASTM D 695 AT 7 DAYS: 6,500 PSI. 4. COMPRESSIVE MODULUS, ASTM D 695: 65,000 PSI. 5. TENSILE STRENGTH, ASTM D638: A. 7 DAYS: 2500 PSI. 6. TENSILE ELONGATION, ASTM D638: A. 7 DAYS: 30 PERCENT 7. BOND STRENGTH, ASTM C882, MOIST AT 14 DAYS: 2,500 PSI. 8. WATER ABSORPTION, ASTM D 570, 14 DAY CURE, 24 HOUR IMMERSION: 0.4 PERCENT. 9. THERMAL COMPATIBILITY, ASTM C 884, 7 DAY CURE: NO DELAMINATION OR HORIZONTAL CRACKS. 10. PERMEABILITY OF CHLORIDE IONS, AASHTO T 277, 28 DAY CURE: NEGLIGIBLE. 11. SETTING TIME, ASTM C191, AT 72 DEGREES F, 50 PERCENT RELATIVE HUMIDITY A. INITIAL: 15 MINUTES. B. FINAL: 30 MINUTES. 1 2 3 4 5 6 7 8 9 10 11 12 13 A B C D S1.3 5 S1.3 5 4 TYP (E) STEEL STAIR 5 EACH JOINT 6 TYP ALONG GRID C U.N.O. 6 TYP ALONG GRID 11 U.N.O. 6 TYP ALONG GRID B U.N.O. 6 TYP ALONG GRID B BTWN GRIDS 4 & 6 6 TYP ALONG GRID 3 U.N.O. 3 (20) EA BELOW ON GRID 3 5 EACH JOINT . RAMP DOWN 6 TYP ALONG GRID A BTWN GRIDS 3 & 6 1 INSIDE FACE. 40 LF ABV DECK, 50 LF BLW DECK 2 1 10 LF TOP FACE, 15 LF BOTTOM FACE PERFORM WORK ITEM ON THE TOP SURFACE OF ALL DOUBLE-TEES SHOWN ON THIS PLAN. 8 7 AS REQUIRED BTWN GRIDS 3 & 4 ONLY PERFORM WORK ITEM AS REQUIRED TO COMPLETE NEW JOINT SEALANT INSTALLATION ON THIS PLAN. 12 SHEET TITLE: SHEET NUMBER: 1 2 3 4 5 6 7 8 9 10 11 12 13 A B C D A.1 C.2 C.3 S1.3 1 S1.3 2 S1.3 3 4 S1.3 S1.3 6 S1.3 7 TYP ALONG GRID 1 S1.3 6 S1.3 7 TYP ALONG GRID D SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE 7/9/2014 4:10:40 PM C:\Proj\14_0415 - Civic Center Garage - RS14_jonathanw.rvt S1.1 Ft. Collins Parking Garage Repairs & Waterproofing FORT COLLINS, COLORADO CIVIC CENTER TYP LOWER LEVEL PLAN - BASE BID BB BB EJ 14.0415.S.01 14.0415.S.01 07/09/2014 Enter EOR's Initials Here 1/16" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 A B C D A.1 C.2 C.3 RAMP UP . A2 7 TYP ALONG GRID A IN NON-HATCHED AREAS HATCHED AREA (UNDER LEVEL 5) DOES NOT RECEIVE NEW JOINT SEALANTS OR DECK SEALER. A1 EACH JOINT A1 EACH JOINT A1 EACH JOINT A1 EACH JOINT A1 EACH JOINT A2 TYP ALONG GRID 13 U.N.O. A1 (3) JOINTS OVER I.T. A1 (3) JOINTS OVER I.T. (3) JOINTS OVER I.T. (3) JOINTS OVER I.T. A1 A1 A2 TYP ALONG GRID 1 U.N.O. A2 TYP ALONG GRID D A2 A2 PERFORM WORK ITEM ON THE TOP SURFACE OF ALL DOUBLE-TEES SHOWN ON THIS PLAN. A3 PERFORM WORK ITEM AS REQUIRED TO COMPLETE NEW JOINT SEALANT INSTALLATION ON THIS PLAN. A4 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: 4 TYP BRICK JT 4 TYP AT SANDSTONE 4 TYP AT OPNG 4 SILL & JAMB TYP AT VERT BRICK JT TYP 9 4 TYP EA LVL 9 4 TYP AT SANDSTONE TYP 4 TYP EA LVL 4 TYP AT OPNG SILL & JAMB 4 TYP AT VERT BRICK JT 4 TYP 4 TYP 4 4 9 TYP TYP TYP 4 TYP 10 11 4 TYP TYP 10 4 4 TYP SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. 1 2 3 4 5 6 7 8 9 10 C C B B A A 2.1 2.7 4.9 6.1 8.3 8.9 A.1 A.1 A.7 A.7 B.3 B.3 B.9 B.9 S2.3 1 S2.3 2 S2.3 3 S2.3 4 5 S2.3 S2.3 6 . RAMP DOWN . RAMP DOWN . RAMP UP . RAMP UP 14 14 10'-0" 10'-0" 15 20 LF CTRD ON GRID B 15 GRID 7 TO GRID 10 14 10'-0" 10 LF EA JT BTWN GRIDS 7 & 10 15 20 LF CTRD ON GRID B 10'-0" 10'-0" 14 14 NOTES: 1. SEE ELEVATIONS ON SHEET S2.3 FOR WORK ITEMS 16 AND 17 TYP ALONG GRID 1 TYP ALONG GRID A BTWN GRIDS 1 & 6 TYP ALONG GRID BTWN GRIDS 6 & 10 TYP ALONG GRID 10 TYP ALONG GRID C TYP ALONG 1 2 3 4 5 6 7 8 9 10 C C B B A A 2.1 2.7 4.9 6.1 8.3 8.9 A.1 A.1 A.7 A.7 B.3 B.3 B.9 B.9 13 13 13 13 13 2 LF 2 LF 4 LF 3 LF 8 LF 13 1 LF AT INVERTED-TEE BRG 13 1 LF AT INVERTED-TEE BRG 13 8 LF 13 8 LF 13 3 LF 13 6 LF EACH 13 10 LF 13 35 LF 13 3 LF 13 24 LF 13 1 LF AT INVERTED-TEE BRG 13 6 LF 13 6 LF 2 LF 13 13 4 LF 2 LF 13 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE 1 2 3 4 5 6 7 8 9 10 C C B B A A 2.1 2.7 4.9 6.1 8.3 8.9 A.1 A.1 A.7 A.7 B.3 B.3 B.9 B.9 . RAMP DOWN . RAMP DOWN . RAMP UP . RAMP UP DELAMINATIONS IN THIS AREA ARE NOT IN THIS CONTRACT. NOTES: 1. DENOTES APPROXIMATE LOCATIONS AND SQUARE FOOTAGE TO PERFORM WORK ITEM A5 6 SF 2 SF 40 SF 100 SF 10 SF 40 SF 40 SF 10 SF 10 SF 2 SF 4 SF 3 SF 5 SF 5 SF SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE 7/9/2014 4:09:20 PM C:\Proj\14_0415 - Old Town Garage - RS14_jonathanw.rvt S2.2 Ft. Collins Parking Garage Repairs & Waterproofing FORT COLLINS, COLORADO OLD TOWN ADD 16 16 17 16 TYP 3 LVLS 16 16 16 TYP TYP 16 16 16 16 SEAL JOINTS AT GRADE THIS SIDE, TYP. TYP 16 16 16 TYP 3 LVLS 16 16 16 TYP TYP SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE 7/9/2014 4:09:23 PM C:\Proj\14_0415 - Old Town Garage - RS14_jonathanw.rvt S2.3 Ft. Collins Parking Garage Repairs & Waterproofing FORT COLLINS, COLORADO OLD TOWN ELEVATIONS BB BB EJ 14.0415.S.01 14.0415.S.01 A A A A A A 1" MAX 2 3/8" (E) CONCRETE PATCH CONCRETE WITH MASTERSEAL 350 MANUFACTURED BY BASF. TYPICAL 2 1/8" 1" MAX HONOR (E) CONTROL JOINT. SEAL PER IN FIELD OF CONCRETE BETWEEN CONTROL JOINTS AT CONTROL JOINTS NOTES: 1. MECHANICALLY PREPARE SURFACE TO EXPOSE AGGREGATES AND REMOVE ALL LOOSE MATERIALS. MEET THE REQUIREMENTS OF ICRI GUIDELINE #03732 STANDARD CSP-4. 2. COAT EXPOSED STEEL WITH MASTERPROTECT P 8100 AP REBAR PRIMER. 3. WHERE PATCH EXCEEDS 1/4" IN DEPTH, EXTEND EPOXY WITH UP TO 5 PARTS BY VOLUME OVEN- DRIED SAND TO 1 PART OF MIXED EPOXY. PRIME THE SUBSTRATE WITH NEAT EPOXY RESIN PRIOR TO APPLYING THE EPOXY MORTAR. 4. SEED TOP SURFACE OF REPAIR AREA WITH SAND TO MEET THE REQUIREMENTS OF ICRI GUIDELINE #03732 STANDARD CSP-3. APPLY AND CURE REPAIR MATERIAL IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS AND AS NOTED HEREIN (E) CONCRETE 4 / S3.0 DO NOT CUT REBAR OR CONDUIT WITH SAWCUT 1" PREPARE SURFACE AS RECOMMENDED BY REPAIR MORTAR MANUFACTURER. TYP NEW REINFORCING. SIZE TO MATCH (E). PROVIDE MECHANICAL SPLICE OR LAP PER (E) BAR. TYPICAL (E) CONCRETE 3 /8" 1/2 Ø MINIMUM ALLOWED 3/8" IF MORE THAN TOP HALF OF (E) REINFORCING IS EXPOSED, UNDERCUT BY 3/4" MIN FOR CONCRETE SLABS; PATCH CONCRETE WITH MASTEREMACO T 1060 C REPAIR MORTAR MANUFACTURED BY BASF OTHERWISE USE SPECIFIED MATERIAL IN DETAILS. CONCRETE SUBSTRATE SHALL BE SATURATED SURFACE DRY (SSD) BEFORE APPLICATION COAT ALL EXPOSED AND NEW REBAR WITH MASTERPROTECT P 8100 AP REBAR PRIMER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. REMOVE ALL UNSOUND CONCRETE USING A 15 LB (MAX) CHIPPING HAMMER AND ROUGHEN SUBSTRATE TO A MINIMUM OF 1/4" PROFILE AMPLITUDE APPLY AND CURE REPAIR MATERIAL IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS AND AS NOTED HEREIN 1/2" MIN SAWCUT AT PERIMETER OF PATCH SEAL TOOLED JOINT AT PERIMETER PER REFER TO CONCRETE PATCHING REPAIR NOTES FOR ADDITIONAL INFORMATION 12 / S3.0 4 / S3.0 DO NOT CUT REINFORCING, TENDONS OR CONDUIT WITH SAWCUT 1" NEW REBAR IF NEEDED. SIZE TO MATCH (E). PROVIDE MECHANICAL SPLICE OR LAP PER REPAIR NOTES. (E) BAR. TYPICAL (E) CONCRETE 3/8" 1/2 Ø MINIMUM ALLOWED 3/8" IF MORE THAN TOP HALF OF (E) REINFORCING IS EXPOSED, UNDERCUT BY 3/4" MIN PATCH CONCRETE WITH MASTEREMACO S 466 CI OR MASTEREMACO S 488 CI REPAIR MORTAR MANUFACTURED BY BASF. REFER TO CONCRETE PATCHING REPAIR NOTES FOR ADDITIONAL INFORMATION REMOVE ALL UNSOUND CONCRETE USING A 15 LB (MAX) CHIPPING HAMMER AND ROUGHEN SUBSTRATE TO A MINIMUM OF 1/4" PROFILE AMPLITUDE APPLY AND CURE REPAIR MATERIAL IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS AND AS NOTED HEREIN 1/2" MIN SAWCUT AT PERIMETER OF PATCH EXISTING REINFORCING. COAT WITH BASF MASTERPROTECT P 8100 AP REBAR PRIMER OR APPROVED EQUAL. TYPICAL DOUBLE TEES CONTAIN PRE- STRESS TENDONS. PERFORM LOCATES WITHIN REPAIR AREA PRIOR TO ANY DEMOLITION. SOFT ADHESIVE SEAL OPPOSITE SIDE OF MEMBER WHERE CRACKS ARE FULL THICKNESS (E) CONCRETE SOFT ADHESIVE INJECTION PORT EPOXY INJECT CRACKS GREATER THAN 0.012" IN WIDTH NOTES: 1. REMOVE SEALS AND PORTS AND GRIND EXCESS EPOXY OFF FACE OF MEMBERS FOR FINAL CONDITION. 2. SUBMIT PRODUCT DATA TO ENGINEER FOR REVIEW AND APPROVAL. 3 1/2" 2" 7" 7" 2" 3" 1'-0" 3" GALVANIZED L6x6x5/16x1'-6 W/ (5) 3/8"Ø STAINLESS STEEL HAS THREADED ROD INSTALLED WITH HILTI HIT-RE 500 EPOXY ADHESIVE & PLASTIC WASHERS. 3 3/8" EMBED. (E) SPANDREL PANEL LOCATE VERTICAL REINFORCING BARS IN SPANDREL PANEL/WALL PRIOR TO INSTALLING ANCHORS. INSTALL ANCHOR TO MISS REINFORCING. VERTICAL LONG SLOTTED HOLES ON VERTICAL ANGLE LEG. INSTALL ANCHORS INTO SPANDREL AT THE BOTTOM OF THE LONG SLOTTED HOLES WHEN NO LIVE LOADS ARE PRESENT ABOVE. 5" 3'-10" OWNER TO APPROVE COATING COLORS PRIOR TO INSTALLATION (E) DOUBLE-TEE FLANGE COVE JOINT PER 5 / S3.0 . REPAIR (E) EDGE AS REQUIRED PER 3 / S3.0 (E) SPANDREL INDICATES EXTENT OF NEW PROTECTIVE COATING ROUGHEN SURFACE. CLEAN & PRIME FOR PROPER BONDING TYPICAL 3/8"x3/8" WIDE BOND BREAKER TYPICAL 1"x1" COVE BEAD SEALANT. TYPE OF SEALANT MATERIAL VARIES. SEE WORK LIST FOR DESCRIPTIONS AND SPECIFICATIONS. (E) DECK (E) CONCRETE WALL, SPANDREL OR COLUMN 3/8" to 1" TYP 1/4" to 1/2" TYP CLOSED CELL BACKER ROD SEALANT. SEE WORK LIST AND SPECIFICATIONS NOTES: 1. CLEAN & PRIME SURFACES PER MANUFACTURER'S RECOMMENDATIONS PRIOR TO APPLYING SEALANT 2. TOOL JOINT SURFACE. TYPICAL. 3. MAINTAIN A 2:1 WIDTH TO DEPTH RATIO. TYPICAL UNLESS NOTED OTHERWISE. 3/8" TO 1/2" TYP 1/4" TYP BOND BREAKER NON-SAG SEALANT (E) GROUT NOTES: 1. REMOVE ALL EXISTING MATERIALS, LOOSE CONCRETE, ETC. FROM JOINT (FULL DEPTH). 2. CLEAN ALL SURFACES PER MANUFACTURER'S RECOMMENDATIONS PRIOR TO APPLYING SEALANT. 3. TOOL JOINT SURFACE, TYPICAL. 4. MAINTAIN A 2:1 JOINT PROFILE UNLESS NOTED OTHERWISE. F.V. F.V. (E) STEEL RAIL POST (E) CAP STONE BOND BREAKER NOTES: 1. REMOVE ALL EXISTING MATERIALS, LOOSE CONCRETE, ETC. FROM JOINT (FULL DEPTH). 2. CLEAN ALL SURFACES PER MANUFACTURER'S RECOMMENDATIONS PRIOR TO APPLYING SEALANT. 3. TOOL JOINT SURFACE, TYPICAL. 4. MAINTAIN A 2:1 JOINT PROFILE UNLESS NOTED OTHERWISE. 2" ± SILICONE SEALANT TOOLED AS SHOWN EVASOTE JOINT (E) DOUBLE-TEE FLANGE (E) SPANDREL LAP SPLICE SCHEDULE (INCHES) #3 #4 #5 #6 #7 #8 #9 #10 #11 LAP SPLICE NOTES: 1. ALL SPLICES SHALL BE WIRED IN CONTACT 2. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN IN LIEU OF LAP LENGTHS SCHEDULED 3. SCHEDULED LAP LENGTHS ASSUME: A. CLEAR COVER IS GREATER THAN BAR DIAMETER, BUT NOT LESS THAN 3/4" B. CLEAR SPACING BETWEEN BARS IS GREATER THAN 2 BAR DIAMETERS C. IF EITHER CONDITION A OR B IS NOT MET FOR A GIVEN BAR, INCREASE LENGTHS BY 50% 4. LAP LENGTH HAS BEEN ADJUSTED FOR EPOXY COATED REBAR. 152 137 122 108 95 44 65 54 33 BAR SIZE (IN-LB) F'c = 5,000 PSI CLASS 'B' #10 #13 #16 #19 #22 #25 #29 #32 #36 BAR SIZE (METRIC) SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE 7/9/2014 4:10:46 PM C:\Proj\14_0415 - Civic Center Garage - RS14_jonathanw.rvt S3.0 Ft. Collins Parking Garage Repairs & Waterproofing FORT COLLINS, COLORADO REPAIR DETAILS BB BB EJ 14.0415.S.01 14.0415.S.01 07/09/2014 Enter EOR's Initials Here 2 NO SCALE CONCRETE SURFACE REPAIRS AT SCALED AREAS 1 NO SCALE TOPPING SLAB PATCHES W/ 1/2" MINIMUM DEPTH 3 NO SCALE CONCRETE PATCH ON VERTICAL SURFACE 8 NO SCALE CRACK EPOXY INJECTION DETAIL 6 NO SCALE WALL/SPANDREL TO DECK CONNECTION REPAIR 9 NO SCALE COATING AT PERIMETER WALL 5 NO SCALE NEW COVE JOINT SEALANT 10 NO SCALE TYPICAL RAIL POST AT CAP STONE 7 NO SCALE TYPICAL CAP STONE JOINT 4 NO SCALE TYP JOINT SEALANT 11 NO SCALE 2" WIDE JOINT 12 NO SCALE LAP SPLICE/DEVELOPMENT LENGTHS 07/09/2014 Enter EOR's Initials Here 4 NO SCALE PARTIAL EAST ELEVATION 1 1 NO SCALE PARTIAL WEST ELEVATION 3 NO SCALE PARTIAL EAST ELEVATION 2 5 NO SCALE PARTIAL SOUTH ELEVATION 2 NO SCALE PARTIAL NORTH ELEVATION 6 NO SCALE TYPICAL COLUMN PILASTER AT LEVEL 4 ALTERNATE BB BB EJ 14.0415.S.01 14.0415.S.01 07/09/2014 Enter EOR's Initials Here NORTH 3/32" = 1'-0" OLD TOWN ADD ALTERNATE - LEVEL 4 PLAN 7/9/2014 4:09:20 PM C:\Proj\14_0415 - Old Town Garage - RS14_jonathanw.rvt S2.1 Ft. Collins Parking Garage Repairs & Waterproofing FORT COLLINS, COLORADO OLD TOWN BASE RCP BB BB EJ 14.0415.S.01 14.0415.S.01 07/09/2014 Enter EOR's Initials Here NORTH 3/32" = 1'-0" OLD TOWN BASE BID - LEVEL 3 RCP GRID C BTWN GRIDS 8 & 10 VERTICAL SEALANTS ALONG GRID C BTWN GRIDS 2 & 8 ARE NOT IN THIS CONTRACT SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE 7/9/2014 4:09:20 PM C:\Proj\14_0415 - Old Town Garage - RS14_jonathanw.rvt S2.0 Ft. Collins Parking Garage Repairs & Waterproofing FORT COLLINS, COLORADO OLD TOWN BASE PLAN BB BB EJ 14.0415.S.01 14.0415.S.01 07/09/2014 Enter EOR's Initials Here 3/32" = 1'-0" OLD TOWN BASE BID - LEVEL 4 PLAN NORTH The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE 7/9/2014 4:10:45 PM C:\Proj\14_0415 - Civic Center Garage - RS14_jonathanw.rvt S1.3 Ft. Collins Parking Garage Repairs & Waterproofing FORT COLLINS, COLORADO CIVIC CENTER ELEVATIONS BB BB EJ 14.0415.S.01 14.0415.S.01 07/09/2014 Enter EOR's Initials Here 1 NO SCALE TYPICAL WEST ELEVATION 2 NO SCALE TYPICAL NORTH ELEVATION 3 NO SCALE TYPICAL EAST ELEVATION 4 NO SCALE TYPICAL SOUTH ELEVATION 5 NO SCALE TYPICAL LEVEL 5 SPANDREL JOINT 6 NO SCALE TYPICAL EDGE RAIL AND CAP STONE 7 NO SCALE TYPICAL CAP STONE AND PILASTER PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE 7/9/2014 4:10:41 PM C:\Proj\14_0415 - Civic Center Garage - RS14_jonathanw.rvt S1.2 Ft. Collins Parking Garage Repairs & Waterproofing FORT COLLINS, COLORADO CVIC CENTER ADD ALTERNATE PLAN BB BB EJ 14.0415.S.01 14.0415.S.01 07/09/2014 Enter EOR's Initials Here 1/16" = 1'-0" CIVIC CENTER ADD ALTERNATE PLAN - LEVEL 4 NORTH CIVIC CENTER TYPICAL LOWER LEVEL PLAN - LEVEL 4 NORTH © MARTIN/MARTIN 2011 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE 7/9/2014 4:10:40 PM C:\Proj\14_0415 - Civic Center Garage - RS14_jonathanw.rvt S1.0 Ft. Collins Parking Garage Repairs & Waterproofing FORT COLLINS, COLORADO CIVIC CENTER BASE BID PLAN BB BB EJ 14.0415.S.01 14.0415.S.01 07/09/2014 Enter EOR's Initials Here NORTH 1/16" = 1'-0" CIVIC CENTER BASE BID PLAN - LEVEL 5 B. DESIGN REQUIREMENTS: 1. OVERLAY SHALL BE APPLIED TO AREAS SCHEDULED WITH APPLICATION METHODS REQUIRED. 2. REPAIR MORTAR SHALL BE APPLIED IN SINGLE LIFTS UP TO 3 INCHES (76 MM) IN THICKNESS ON HORIZONTAL OR VERTICAL SURFACES AND UP TO 1-1/2 INCHES (38 MM) IN THICKNESS ON OVERHEAD SURFACES (WITHOUT USE OF FORM WORK). 1.3 SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL BULLETINS AND MSDS ON EACH PRODUCT. B. SUBMIT LIST OF PROJECT REFERENCES AS DOCUMENTED IN THIS SPECIFICATION UNDER QUALITY ASSURANCE ARTICLE. INCLUDE CONTACT NAME AND PHONE NUMBER OF PERSON CHARGED WITH OVERSIGHT OF EACH PROJECT. C. QUALITY CONTROL SUBMITTALS: 1. PROVIDE PROTECTION PLAN OF SURROUNDING AREAS AND NON-CEMENTITIOUS SURFACES. 1.4 QUALITY ASSURANCE A. QUALIFICATIONS: 1. MANUFACTURER QUALIFICATIONS: COMPANY WITH MINIMUM 5 YEARS OF EXPERIENCE IN MANUFACTURING OF SPECIFIED PRODUCTS AND SYSTEMS. 2. MANUFACTURER QUALIFICATIONS: COMPANY SHALL BE ISO 9001:2000 CERTIFIED. 3. APPLICATOR QUALIFICATIONS: COMPANY WITH MINIMUM OF 5 YEARS EXPERIENCE IN APPLICATION OF SPECIFIED PRODUCTS AND SYSTEMS ON PROJECTS OF SIMILAR SIZE AND SCOPE, AND IS ACCEPTABLE TO PRODUCT MANUFACTURER. A. SUCCESSFUL COMPLETION OF A MINIMUM OF 5 PROJECTS OF SIMILAR SIZE AND COMPLEXITY TO SPECIFIED WORK. B. FIELD SAMPLE INSTALL AT PROJECT SITE OR PRE-SELECTED AREA OF THE GARAGE A MINIMUM OF 1 CUBIC FOOT, USING SPECIFIED REPAIR MORTAR. APPLY SAMPLE IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS. MANUFACTURER'S REPRESENTATIVE WILL REVIEW TECHNICAL ASPECTS; SURFACE PREPARATION, REPAIR, AND WORKMANSHIP. FIELD SAMPLE WILL BE STANDARD FOR JUDGING WORKMANSHIP ON REMAINDER OF PROJECT. 1.5 DELIVERY, STORAGE, AND HANDLING A. DELIVER MATERIALS IN MANUFACTURER'S ORIGINAL, UNOPENED, UNDAMAGED CONTAINERS WITH IDENTIFICATION LABELS INTACT. B. STORE IN UNOPENED CONTAINERS AT 60 TO 80 DEGREES F IN CLEAN, DRY CONDITIONS. 1.6 PROJECT CONDITIONS A. ENVIRONMENTAL REQUIREMENTS: 1. ENSURE THAT SUBSTRATE SURFACE AND AMBIENT AIR TEMPERATURE ARE MINIMUM OF 50 DEGREES F AND RISING AT APPLICATION TIME AND REMAIN ABOVE 50 DEGREES F FOR AT LEAST 24 HOURS AFTER APPLICATION. ENSURE THAT FROST OR FROZEN SURFACES ARE THAWED AND DRY. 2. DO NOT APPLY MATERIAL IF SNOW, RAIN, FOG, AND MIST ARE ANTICIPATED WITHIN 12 HOURS AFTER APPLICATION. ALLOW SURFACES TO ATTAIN TEMPERATURE AND CONDITIONS SPECIFIED BEFORE PROCEEDING WITH OVERLAY APPLICATION. 3. DO NOT APPLY OVER SEALANT JOINTS, CONTROL JOINTS, OR OTHER MATERIALS THAT WILL BE AFFECTED BY SOLVENT. B. HOT-WEATHER APPLICATION: 1. IN HOT WEATHER, PRECONDITION MATERIALS TO 65 TO 70 DEGREES F BEFORE MIXING AND APPLYING. 2. CONTINUOUS MIXES OF 30 GALLONS CAN BE MIXED EVERY 3 MINUTES BUT SHALL BE DUMPED WITHIN 6 MINUTES, BE SPREAD WITHIN 10 MINUTES OF PLACEMENT, AND BROADCAST AGGREGATE WITHIN 20 MINUTES. C. COOL-WEATHER APPLICATION: 1. APPLICATION CAN PROCEED IN TEMPERATURES AS LOW AS 50 DEGREES F. CONDITION ALL COMPONENTS TO 80 TO 100 DEGREES F BEFORE MIXING AND APPLYING. 2. AT 50 DEGREES F, A HAND-OPERATED ROLLER SHALL BE USED TO ENSURE THE AGGREGATE PENETRATES THE COOL RESIN. PART 2 - PRODUCTS 2.1 MANUFACTURER'S A. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS FROM THE FOLLOWING MANUFACTURER: 1. BASF BUILDING SYSTEMS, 889 VALLEY PARK DRIVE, SHAKOPEE, MN 55379 B. SUBSTITUTIONS: SUBMIT TO ENGINEER FOR APPROVAL. C. SPECIFICATIONS AND DRAWINGS ARE BASED ON MANUFACTURER'S PROPRIETARY LITERATURE FROM BASF BUILDING SYSTEMS. OTHER MANUFACTURERS SHALL COMPLY WITH MINIMUM LEVELS OF MATERIAL, COLOR SELECTION, AND DETAILING INDICATED IN SPECIFICATIONS OR ON DRAWINGS. ENGINEER WILL BE SOLE JUDGE OF APPROPRIATENESS OF SUBSTITUTIONS. 2.2 MATERIALS A. OVERLAY: A RAPID-CURING, SKID-RESISTANT, EPOXY-BASED CONCRETE OVERLAY SYSTEM. MIXED WITH AGGREGATE IT IS DESIGNED FOR USE AS A REPAIR MORTAR. 1. ACCEPTABLE PRODUCT: MASTERSEAL 350 BY BASF BUILDING SYSTEMS. 2. COLOR: DARK AMBER. B. PATCH AND REPAIR MORTAR: 1. ACCEPTABLE PRODUCT: MASTEREMACO T 1060 C REPAIR MORTAR BY BASF BUILDING SYSTEMS. C. AGGREGATE: 1. COURSE: MASTERSEAL 940 AGGREGATE. 2. MEDIUM: MASTERSEAL 940 AGGREGATE. 2.3 REPAIR MORTAR MIXING A. ENSURE THAT REPAIR MORTAR IS THOROUGHLY MIXED USING FORCED-ACTION MIXER. MIX IN SUITABLY SIZED CONTAINER USING AN APPROPRIATE PADDLE WITH SLOW-SPEED (400 TO 500 RPM) HEAVY-DUTY DRILL. 1. DO NOT USE FREE-FALL MIXERS. 2. NEVER MIX PARTIAL BAGS. 3. DO NOT OVER MIX. 4. ALWAYS MIX MATERIAL IN CLEAN CONTAINERS. 5. NEVER RETEMPER REPAIR MORTAR. 6. MEASURE APPROPRIATE AMOUNT OF WATER INTO MIXER. WITH MIXER IN OPERATION, ADD REPAIR MORTAR MATERIAL (NOT WATER TO MATERIAL) AND MIX FOR 3 MINUTES TO SMOOTH, EVEN CONSISTENCY. 7. WHEN USING DRILL-AND-PADDLE MIXING METHOD, PLACE COMPLETE AMOUNT OF WATER IN MIXING DRUM. WITH PADDLE ROTATING, ADD FULL BAG OF REPAIR MORTAR AND MIX FOR 3 MINUTES TO ACHIEVE SMOOTH, EVEN CONSISTENCY. 2.4 MIXING A. THOROUGHLY MIX EACH COMPONENT SEPARATELY FOR 2 TO 3 MINUTES. B. MIX PART A (RESIN) AND PART B (HARDENER) IN PROPER RATIO (1 TO 1 BY VOLUME), USING SLOW-SPEED DRILL (500 RPM) AND PADDLE FOR 2 TO 3 MINUTES. KEEP MIXING PADDLE FULLY SUBMERGED DURING MIXING TO AVOID WHIPPING AIR INTO THE PRODUCT. C. BECAUSE OF QUICK CURE RATE OF THIS PRODUCT, DO NOT MIX MORE MATERIAL USABLE WITHIN THE POT LIFE OF 15 TO 25 MINUTES AT 75 DEGREES F. ELEVATED TEMPERATURES DECREASE POT LIFE, AND REDUCED TEMPERATURES INCREASE POT LIFE. D. IF PLURAL-COMPONENT SPRAY SYSTEM WILL BE USED, PREHEAT 2 COMPONENTS TO 110 DEGREES PART 3 - EXECUTION 3.1 SURFACE PREPARATION A. PROTECT ADJACENT WORK AREAS AND FINISH SURFACES FROM DAMAGE DURING TRAFFIC MEMBRANE SYSTEM APPLICATION. B. ENSURE AREA BEING REPAIRED IS STRUCTURALLY SOUND AND FULLY CURED. C. CONCRETE PREPARATION: 1. SHOT BLAST THE SURFACE TO EXPOSE COARSE AGGREGATE AND REMOVE ALL LOOSE MATERIALS SCHEDULED FOR OVERLAY. A. MEET THE REQUIREMENTS OF ICRI GUIDELINE NO. 03732 STANDARD CSP 4. TO ENSURE PROPER SURFACE PREPARATION, PERFORM “DIRECT TENSION” TESTING ACCORDANCE WITH ACI 503 APPENDIX A EVERY 4,500 SF. 2. SAW CUT EDGES OF MORTAR REPAIR AREAS TO MINIMUM DEPTH OF 1/2 INCH TO AVOID FEATHEREDGING AND TO PROVIDE SQUARE EDGE. BREAK OUT REPAIR AREA TO MINIMUM DEPTH OF 1/2 INCH UP TO SAWN EDGE. A. CLEAN SURFACE BY REMOVING DUST, UNSOUND OR CONTAMINATED MATERIAL, OIL, PAINT, GREASES, OR CORROSION DEPOSITS. B. DO NOT USE METHOD OF SURFACE PREPARATION THAT COULD DAMAGE CONCRETE. C. WHERE BREAKING OUT IS NOT REQUIRED, ROUGHEN SURFACE AND REMOVE LAITANCE BY MECHANICAL MEANS OR HIGH-PRESSURE WATER WASH. REMOVE OIL AND GREASE DEPOSITS BY STEAM CLEANING, DETERGENT SCRUBBING, OR DEGREASING. TO ENSURE OPTIMUM RESULTS, TEST EFFECTIVENESS OF DECONTAMINATION WITH PULL-OFF TEST. D. STEEL PREPARATION: 1. ABRASIVE BLAST STEEL PLATE SUBSTRATES AND CLEAN TO MEET THE REQUIREMENTS OF SSPC-SP10, WITH A MINIMUM 4 MIL PROFILE. IF FLASH RUST APPEARS, THE SURFACE RE-BLAST IS REQUIRED. 2. REMOVE OXIDATION AND SCALE FROM EXPOSED REINFORCING STEEL PER ICRI TECHNICAL GUIDELINE NO. 03730 “GUIDE TO SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED CONCRETE RESULTING FROM REINFORCING STEEL CORROSION.” 3. TO PREVENT FUTURE STEEL CORROSION, COAT PREPARED REINFORCING STEEL WITH MASTERPROTECT P 8100 AP STEEL PRIMER. 3.2 APPLICATION A. PRECONDITION ALL COMPONENTS TO 70 DEGREES F FOR 24 HOURS BEFORE USING. B. PATCHING AND REPAIR BY REPAIR MORTAR METHOD: 1. ENSURE SUBSTRATE IS SATURATED SURFACE-DRY (SSD) WITH NO STANDING WATER BEFORE APPLICATION OF MORTAR PATCH. 2. USING STIFF BRUSH, SCRUB THIN COAT OF MIXED MATERIAL THOROUGHLY INTO SURFACE TO ENSURE SUFFICIENT BONDING. 3. BEFORE BOND COAT DRIES, THOROUGHLY COMPACT REPAIR MORTAR ONTO SUBSTRATE AND AROUND EXPOSED REINFORCEMENT. 4. WHERE MULTIPLE LIFTS ARE USED ON REPAIRS, LIGHTLY RAKE SURFACE OF INITIAL APPLICATION AFTER INITIAL SET AND BEFORE APPLYING SUBSEQUENT LIFTS. 5. IF MATERIAL SAGS DURING APPLICATION, COMPLETELY REMOVE REPAIR MORTAR, PROPERLY PREPARE SUBSTRATE, AND REAPPLY REPAIR MORTAR AT REDUCED THICKNESS. 6. FINISH REPAIR MORTAR BY STRIKING OFF WITH STRAIGHT EDGE AND CLOSE WITH STEEL TROWEL. WOODEN OR PLASTIC FLOATS OR SPONGES MAY ALSO BE USED TO ACHIEVE DESIRED SURFACE TEXTURE. DO NOT OVERWORK COMPLETED SURFACE. C. PATCHING AND REPAIR BY EPOXY BINDER METHOD: 1. PRIME THE AREA TO RECEIVE THE EPOXY MORTAR USING NEAT RESIN (PARTS A AND B MIXED BUT WITH NO AGGREGATE). PROVIDE FORMING AS REQUIRED TO PREVENT THE MATERIAL FROM SLUMPING INTO THE JOINT. 2. SLOWLY ADD UP TO 5 PARTS BY VOLUME OF OVEN DRIED SAND TO 1 PART OF MIXED EPOXY. 3. PLACE THE EPOXY MORTAR INTO THE REPAIR AREA AND LEVEL WITH A TROWEL OR FLOAT. AVOID OVER WORKING OF THE SURFACE. IF RESIN APPEARS AT THE TOP, CREATING A SLICK FINISH, BROADCAST AGGREGATE TO REFUSAL ONTO LEVELED SURFACE. 4. ALLOW TIME FOR SUFFICIENT CURING BEFORE REMOVING FORMS, IF APPLICABLE. D. OVERLAY BY BROADCAST AGGREGATE METHOD: 1. SPREAD THE MIXED OVERLAY MATERIAL ONTO THE SUBSTRATE WITH A NOTCHED SQUEEGEE AT A RATE TO ACHIEVE A MINIMUM FINAL THICKNESS OF 40 MILS AT ALL LOCATIONS (APPROX. 40 SF/GALLON OR 2.5 GALLONS/100 SF). PLACE THE EPOXY TO PERMIT A CONTINUOUS OPERATION. APPLY THE SECOND MIX IMMEDIATELY BEHIND THE FIRST MIX. 2. BEGIN THE AGGREGATE BROADCAST IMMEDIATELY, BUT STOP TO MAINTAIN A WET EDGE. BROADCAST DYNAGRIP AGGREGATE #9 TO COMPLETE SATURATION (APPROXIMATELY 1.1 LB/SF). IF WET SPOTS DEVELOP, IMMEDIATELY BROADCAST ADDITIONAL AGGREGATE UNTIL A DRY SURFACE IS RE-ESTABLISHED. 3. APPLY THE SECOND COAT IN THE SAME MANNER DESCRIBED ABOVE. THE MAXIMUM RECOAT WINDOW IS 24 HOURS. 3.3 CURING: A. ALLOW PROPER CURING OF REPAIR MORTAR, CONDUCTED PER ACI 308 “STANDARD PRACTICE FOR CURING CONCRETE.” B. WHERE AMBIENT CONDITIONS (HIGH TEMPERATURE, LOW HUMIDITY, OR MODERATE TO HIGH WINDS) MAY CAUSE RAPID MOISTURE LOSS, USE AN ASTM C309-COMPLIANT CURING COMPOUND, SPRAYED ONTO SURFACE OF FINISHED REPAIR IN CONTINUOUS FILM. C. APPLY CURING COMPOUND WHEN SURFACE CANNOT BE MARRED BY APPLICATION PROCESS. 3.4 CLEANING A. CLEAN WET REPAIR MORTAR MATERIAL FROM TOOLS AND EQUIPMENT WITH WATER OR SOLVENT. REMOVE CURED MATERIALS MECHANICALLY. B. CLEAN UP AND PROPERLY DISPOSE OF DEBRIS REMAINING ON PROJECT SITE RELATED TO APPLICATION. C. REMOVE TEMPORARY COVERINGS AND PROTECTION FROM ADJACENT WORK AREAS. 3.5 PROTECTION A. PROTECT REPAIR MORTAR SYSTEM AND TRAFFIC MEMBRANE FROM DAMAGE DURING CONSTRUCTION. B. PROTECT REPAIR MORTAR SYSTEM AND TRAFFIC MEMBRANE FROM FREEZING FOR 24 HOURS AFTER APPLICATION. C. PROTECT SURFACE PRIOR TO INSTALLATION OF FINISH TOPPING FROM DAMAGE BY USE OF PLYWOOD, MASONITE, OR OTHER SUITABLE PROTECTION COURSE, UNTIL SUBSTANTIAL COMPLETION. END OF SECTION CONCRETE PATCHING REPAIR NOTES I. CONCRETE PATCHING REPAIR NOTES A. PREPARATION OF SPALL/DELAMINATION REPAIR AREAS 1. EXISTING CONCRETE A. LOCATE ALL EXISTING REINFORCING BARS, POST-TENSIONING TENDONS, CONDUIT, ETC. IN AREA TO BE REPLACED USING PACHOMETER OR OTHER MEANS ACCEPTABLE TO ENGINEER. B. VERIFY, USING 15 LB ELECTRIC CHIPPING HAMMER OR OTHER ACCEPTABLE MEANS, THAT DEPTH OF ALL EXISTING REINFORCING, CONDUIT, ETC. IS GREATER THAN 1/2 INCH BELOW EXISTING SURFACE OF CONCRETE. C. SAW CUT PERIMETER FOR REPAIR AREA TO 1/2 INCH DEPTH (1/4 INCH AT OVERHEAD REPAIRS). REPAIR AREA TO BE RECTANGULAR OR SQUARE IN SHAPE. DO NOT CUT REINFORCING BARS, POST- TENSIONING TENDONS, CONDUIT, ETC. HAND CHIP AROUND SUCH ITEMS. D. CHIP OUT ENTIRE REPAIR AREA TO A MINIMUM DEPTH OF 1/2 INCH. REPAIR AREA SHALL NOT BE LESS THAN 1/2” IN DEPTH. UNDERCUT BY 3/4 INCH MINIMUM ALL REINFORCING BARS WHICH HAVE MORE THAN 1/2 OF THEIR DIAMETER EXPOSED. E. PRIOR TO APPLICATION OF REPAIR MORTAR/CONCRETE, REMOVE ALL LOOSE DEBRIS AND PREPARE ENTIRE REPAIR AREA BY HIGH PRESSURE WATER BLAST, SCABBLER, OR OTHER APPROPRIATE MECHANICAL MEANS TO OBTAIN AN EXPOSED AGGREGATE SURFACE WITH A MINIMUM SURFACE PROFILE OF ± 1/4 INCH (ICRI DEGREE OF ROUGHNESS = CSP-9 MINIMUM). 2. STEEL REINFORCING AND MISCELLANEOUS STEEL A. CLEAN ALL EXPOSED REINFORCING, CONDUIT, ETC. TO REMOVE ALL TRACES OF RUST USING SANDBLASTING OR WIRE-WHEEL GRINDER. B. IF OVER 10% OF REINFORCING BAR’S CROSS-SECTIONAL AREA IS LOST AT ANY LOCATION, SPLICE IN NEW REINFORCING USING MECHANICAL CONNECTOR OR 24" LAP SPLICE EACH SIDE OF DAMAGED AREA AS DIRECTED BY ENGINEER. C. COAT ALL EXPOSED STEEL CONDUIT, ETC. AND ADDED REINFORCING WITH BASF MASTERPROTECT P 8100 AP REPAIR PRIMER, OR APPROVED EQUAL, IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS. 3. SATURATED SURFACE DRY (SSD) A. SATURATE SURFACE OF REPAIR AREA FOR 24 HOURS MINIMUM AND ALLOW SURFACE OF CONCRETE TO AIR-DRY, WITH NO STANDING WATER. SUBSTRATE SHALL BE SATURATED SURFACE DRY (SSD) DURING APPLICATION OF REPAIR MORTAR. B. REQUIREMENTS/APPLICATION OF REPAIR MORTAR 1. ACCEPTABLE PRODUCTS A. HORIZONTAL APPLICATIONS: MASTEREMACO T 1060 C, AS MANUFACTURED BY BASF CONSTRUCTION CHEMICALS, SHAKOPEE, MINNESOTA. B. VERTICAL AND OVERHEAD APPLICATIONS: MASTEREMACO S 466 CI, AS MANUFACTURED BY BASF CONSTRUCTION CHEMICALS, SHAKOPEE, MINNESOTA WHERE FORMS ARE REQUIRED. MASTEREMACO S 488 CI, AS MANUFACTURED BY BASF CONSTRUCTION CHEMICALS, SHAKOPEE, MINNESOTA WHERE FORMS ARE NOT REQUIRED. C. SUBSTITUTIONS: ALL SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER PRIOR TO USE. ALTERNATE PRODUCTS MUST MEET OR EXCEED THE PERFORMANCE CRITERIA OF THIS SPECIFICATION. 2. PERFORMANCE CRITERIA A. PROPERTIES OF THE MIXED REPAIR MORTAR: 1. WORK TIME: 25 - 35 MINUTES. 2. FINISHING TIME: 20 - 30 MINUTES. 3. COLOR: CONCRETE GRAY. B. PROPERTIES OF THE CURED REPAIR MORTAR: 1. COMPRESSIVE STRENGTH (ASTM C-109 MODIFIED). A. 3 HOUR: 3000 PSI MINIMUM. B. 1 DAY: 6000 PSI MINIMUM. C. 28 DAY: 8000 PSI MINIMUM. 2. SPLITTING TENSILE STRENGTH (ASTM C-496) AT 28 DAYS: 450 PSI MINIMUM. 3. FLEXURAL STRENGTH (MODULUS OF RUPTURE) (ASTM C-348) AT 28 DAYS: 850 PSI MINIMUM 4. RAPID FREEZE/THAW DURABILITY (ASTM C-666; PROCEDURE A). A. RELATIVE DURABILITY FACTOR AT 300 CYCLES: 100 MINIMUM. 5. SLANT SHEAR BOND STRENGTH (ASTM C-822 MODIFIED) AT 28 DAYS: 2600 PSI MINIMUM. 3. MATERIALS A. REPAIR MORTAR: 1. DELIVER MATERIAL TO JOB SITE IN SEALED, UNDAMAGED CONTAINERS. IDENTIFY EACH CONTAINER WITH MATERIAL NAME, DATE OF MANUFACTURE, AND LOT NUMBER. 2. STORE MATERIALS INDOORS OR COVERED AT TEMPERATURES NOT EXCEEDING 75 DEGREES F, OR AS RECOMMENDED BY MANUFACTURER. 3. THE MATERIAL SHALL NOT CONTAIN ASBESTOS, CHLORIDES, NITRATES, ADDED GYPSUM, ADDED LIME, OR HIGH ALUMINUM CEMENTS. 4. THE MATERIAL SHALL BE NON-COMBUSTIBLE. 5. THE REPAIR MORTAR SHALL BE SUPPLIED IN A FACTORY PROPORTIONED UNIT. 6. THE REPAIR MORTAR MUST BE PLACEABLE FROM 1/2 INCH TO 4 INCHES IN DEPTH AND EXTENDABLE IN GREATER DEPTHS. B. AGGREGATE TO EXTEND THE REPAIR MORTAR SHALL BE A 3/8 INCH CLEAN, WELL-GRADED, SATURATED SURFACE DRY MATERIAL, HAVING LOW ABSORPTION AND HIGH DENSITY. AGGREGATE SHALL CONFORM TO ASTM C-33/ MATCH AGGREGATE WITH EXISTING CONCRETE. 4. MIXING A. MIXING THE POLYMER-MODIFIED PORTLAND CEMENT MORTAR/CONCRETE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER’S WRITTEN INSTRUCTIONS. 5. APPLICATION A. PLACEMENT PROCEDURE: PLACE REPAIR MORTAR IN ACCORDANCE WITH MANUFACTURER’S SPECIFICATIONS. B. MOIST CURE SURFACE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS C. ADHERE TO ALL LIMITATIONS AND CAUTIONS FOR THE REPAIR MORTAR IN THE MANUFACTURER’S CURRENT PRINTED LITERATURE. 6. CLEANING A. LEAVE FINISHED WORK AND WORK AREA IN A NEAT, CLEAN CONDITION WITHOUT EVIDENCE OF SPILLOVERS ONTO ADJACENT AREAS. THEIR ADHESION TO PROJECT JOINT SUBSTRATES AS FOLLOWS: 1. LOCATE TEST JOINTS WHERE INDICATED ON PROJECT OR, IF NOT INDICATED, AS DIRECTED BY ENGINEER. 2. CONDUCT FIELD TESTS FOR EACH APPLICATION INDICATED BELOW: A. EACH KIND OF SEALANT AND JOINT SUBSTRATE INDICATED. 3. NOTIFY ENGINEER SEVEN DAYS IN ADVANCE OF DATES AND TIMES WHEN TEST JOINTS WILL BE ERECTED. 4. ARRANGE FOR TESTS TO TAKE PLACE WITH JOINT-SEALANT MANUFACTURER'S TECHNICAL REPRESENTATIVE PRESENT. A. TEST METHOD: TEST JOINT SEALANTS ACCORDING TO METHOD A, FIELD-APPLIED SEALANT JOINT HAND PULL TAB, IN APPENDIX X1 IN ASTM C 1193 OR METHOD A, TAIL PROCEDURE, IN ASTM C 1521. 1) FOR JOINTS WITH DISSIMILAR SUBSTRATES, VERIFY ADHESION TO EACH SUBSTRATE SEPARATELY; EXTEND CUT ALONG ONE SIDE, VERIFYING ADHESION TO OPPOSITE SIDE. REPEAT PROCEDURE FOR OPPOSITE SIDE. 5. REPORT WHETHER SEALANT FAILED TO ADHERE TO JOINT SUBSTRATES OR TORE COHESIVELY. INCLUDE DATA ON PULL DISTANCE USED TO TEST EACH KIND OF PRODUCT AND JOINT SUBSTRATE. FOR SEALANTS THAT FAIL ADHESIVELY, RETEST UNTIL SATISFACTORY ADHESION IS OBTAINED. 6. EVALUATION OF PRECONSTRUCTION FIELD-ADHESION-TEST RESULTS: SEALANTS NOT EVIDENCING ADHESIVE FAILURE FROM TESTING, IN ABSENCE OF OTHER INDICATIONS OF NONCOMPLIANCE WITH REQUIREMENTS, WILL BE CONSIDERED SATISFACTORY. DO NOT USE SEALANTS THAT FAIL TO ADHERE TO JOINT SUBSTRATES DURING TESTING. 1.3 ACTION SUBMITTALS A. PRODUCT DATA: FOR EACH JOINT-SEALANT PRODUCT INDICATED. B. SAMPLES FOR INITIAL SELECTION: MANUFACTURER'S COLOR CHARTS CONSISTING OF STRIPS OF CURED SEALANTS SHOWING THE FULL RANGE OF COLORS AVAILABLE FOR EACH PRODUCT EXPOSED TO VIEW. C. SAMPLES FOR VERIFICATION: FOR EACH KIND AND COLOR OF JOINT SEALANT REQUIRED, PROVIDE SAMPLES WITH JOINT SEALANTS IN 1/2-INCH- (13-MM-) WIDE JOINTS FORMED BETWEEN TWO 6-INCH- (150-MM-) LONG STRIPS OF MATERIAL MATCHING THE APPEARANCE OF EXPOSED SURFACES ADJACENT TO JOINT SEALANTS. 1.4 INFORMATIONAL SUBMITTALS A. QUALIFICATION DATA: FOR QUALIFIED INSTALLER AND TESTING AGENCY. B. PRODUCT CERTIFICATES: FOR EACH KIND OF JOINT SEALANT AND ACCESSORY, FROM MANUFACTURER. C. SEALANT, WATERPROOFING, AND RESTORATION INSTITUTE (SWRI) VALIDATION CERTIFICATE: FOR EACH SEALANT SPECIFIED TO BE VALIDATED BY SWRI'S SEALANT VALIDATION PROGRAM. D. PRODUCT TEST REPORTS: BASED ON EVALUATION OF COMPREHENSIVE TESTS PERFORMED BY A QUALIFIED TESTING AGENCY, INDICATING THAT SEALANTS COMPLY WITH REQUIREMENTS. E. PRECONSTRUCTION COMPATIBILITY AND ADHESION TEST REPORTS: FROM SEALANT MANUFACTURER, INDICATING THE FOLLOWING: 1. MATERIALS FORMING JOINT SUBSTRATES AND JOINT-SEALANT BACKINGS HAVE BEEN TESTED FOR COMPATIBILITY AND ADHESION WITH JOINT SEALANTS. 2. INTERPRETATION OF TEST RESULTS AND WRITTEN RECOMMENDATIONS FOR PRIMERS AND SUBSTRATE PREPARATION NEEDED FOR ADHESION. F. PRECONSTRUCTION FIELD-ADHESION TEST REPORTS: INDICATE WHICH SEALANTS AND JOINT PREPARATION METHODS RESULTED IN OPTIMUM ADHESION TO JOINT SUBSTRATES BASED ON TESTING SPECIFIED IN "PRECONSTRUCTION TESTING" ARTICLE. G. FIELD-ADHESION TEST REPORTS: FOR EACH SEALANT APPLICATION TESTED. H. WARRANTIES: SAMPLE OF SPECIAL WARRANTIES. 1.5 QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: MANUFACTURER'S AUTHORIZED REPRESENTATIVE WHO IS TRAINED AND APPROVED FOR INSTALLATION OF UNITS REQUIRED FOR THIS PROJECT. B. SOURCE LIMITATIONS: OBTAIN EACH KIND OF JOINT SEALANT FROM SINGLE SOURCE FROM SINGLE MANUFACTURER. C. PRODUCT TESTING: TEST JOINT SEALANTS USING A QUALIFIED TESTING AGENCY. 1. TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT TESTING AGENCY QUALIFIED ACCORDING TO ASTM C 1021 TO CONDUCT THE TESTING INDICATED. 2. TEST ACCORDING TO SWRI'S SEALANT VALIDATION PROGRAM FOR COMPLIANCE WITH REQUIREMENTS SPECIFIED BY REFERENCE TO ASTM C 920 FOR ADHESION AND COHESION UNDER CYCLIC MOVEMENT, ADHESION-IN-PEEL, AND INDENTATION HARDNESS. D. MOCKUPS: INSTALL SEALANT IN MOCKUPS OF ASSEMBLIES SPECIFIED IN OTHER SECTIONS THAT ARE INDICATED TO RECEIVE JOINT SEALANTS SPECIFIED IN THIS SECTION. USE MATERIALS AND INSTALLATION METHODS SPECIFIED IN THIS SECTION. E. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE. 1.6 PROJECT CONDITIONS A. DO NOT PROCEED WITH INSTALLATION OF JOINT SEALANTS UNDER THE FOLLOWING CONDITIONS: 1. WHEN AMBIENT AND SUBSTRATE TEMPERATURE CONDITIONS ARE OUTSIDE LIMITS PERMITTED BY JOINT-SEALANT MANUFACTURER OR ARE BELOW 40 DEG F (5 DEG C). 2. WHEN JOINT SUBSTRATES ARE WET. 3. WHERE JOINT WIDTHS ARE LESS THAN THOSE ALLOWED BY JOINT-SEALANT MANUFACTURER FOR APPLICATIONS INDICATED. 4. WHERE CONTAMINANTS CAPABLE OF INTERFERING WITH ADHESION HAVE NOT YET BEEN REMOVED FROM JOINT SUBSTRATES. SEALANT SPECIFICATION 1.7 WARRANTY A. SPECIAL INSTALLER'S WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH INSTALLER AGREES TO REPAIR OR REPLACE JOINT SEALANTS THAT DO NOT COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN SPECIFIED WARRANTY PERIOD. 1. WARRANTY PERIOD: TWO (2) YEARS FROM DATE OF SUBSTANTIAL COMPLETION FOR POLYURETHANE SEALANTS AND TWO (2) YEARS FROM DATE OF SUBSTANTIAL COMPLETION FOR SILICONE SEALANTS. B. SPECIAL MANUFACTURER'S WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH JOINT- SEALANT MANUFACTURER AGREES TO FURNISH JOINT SEALANTS TO REPAIR OR REPLACE THOSE THAT DO NOT COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN SPECIFIED WARRANTY PERIOD. 1. WARRANTY PERIOD: FIVE (5) YEARS FROM DATE OF SUBSTANTIAL COMPLETION FOR POLYURETHANE SEALANTS AND TEN (10) YEARS FROM DATE OF SUBSTANTIAL COMPLETION FOR SILICONE SEALANTS. C. SPECIAL WARRANTIES SPECIFIED IN THIS ARTICLE EXCLUDE DETERIORATION OR FAILURE OF JOINT SEALANTS FROM THE FOLLOWING: 1. MOVEMENT OF THE STRUCTURE CAUSED BY STRUCTURAL SETTLEMENT OR ERRORS ATTRIBUTABLE TO DESIGN OR CONSTRUCTION RESULTING IN STRESSES ON THE SEALANT EXCEEDING SEALANT MANUFACTURER'S WRITTEN SPECIFICATIONS FOR SEALANT ELONGATION AND COMPRESSION. 2. DISINTEGRATION OF JOINT SUBSTRATES FROM NATURAL CAUSES EXCEEDING DESIGN SPECIFICATIONS. 3. MECHANICAL DAMAGE CAUSED BY INDIVIDUALS, TOOLS, OR OTHER OUTSIDE AGENTS. 4. CHANGES IN SEALANT APPEARANCE CAUSED BY ACCUMULATION OF DIRT OR OTHER ATMOSPHERIC CONTAMINANTS. PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL A. COMPATIBILITY: PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY JOINT-SEALANT MANUFACTURER, BASED ON TESTING AND FIELD EXPERIENCE. B. LIQUID-APPLIED JOINT SEALANTS: COMPLY WITH ASTM C 920 AND OTHER REQUIREMENTS INDICATED FOR EACH LIQUID-APPLIED JOINT SEALANT SPECIFIED, INCLUDING THOSE REFERENCING ASTM C 920 CLASSIFICATIONS FOR TYPE, GRADE, CLASS, AND USES RELATED TO EXPOSURE AND JOINT SUBSTRATES. 1. SUITABILITY FOR IMMERSION IN LIQUIDS. WHERE SEALANTS ARE INDICATED FOR USE I FOR JOINTS THAT WILL BE CONTINUOUSLY IMMERSED IN LIQUIDS, PROVIDE PRODUCTS THAT HAVE UNDERGONE TESTING ACCORDING TO ASTM C 1247. LIQUID USED FOR TESTING SEALANTS IS DEIONIZED WATER, UNLESS OTHERWISE INDICATED. E. STAIN-TEST-RESPONSE CHARACTERISTICS: WHERE SEALANTS ARE SPECIFIED TO BE NONSTAINING TO POROUS SUBSTRATES, PROVIDE PRODUCTS THAT HAVE UNDERGONE TESTING ACCORDING TO ASTM C 1248 AND HAVE NOT STAINED POROUS JOINT SUBSTRATES INDICATED FOR PROJECT. F. COLORS OF EXPOSED JOINT SEALANTS: AS SELECTED BY HOA FROM MANUFACTURER'S FULL RANGE. 2.2 SILICONE JOINT SEALANTS A. SINGLE-COMPONENT, NONSAG, NEUTRAL-CURING SILICONE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS, CLASS 100/50, FOR USE NT. 1. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: A. DOW CORNING CORPORATION; 790 OR NS PARKING STRUCTURE SEALANT. B. GE ADVANCED MATERIALS - SILICONES; SILPRUF LM SCS2700. C. MAY NATIONAL ASSOCIATES, INC.; BONDAFLEX SIL 290 OR BONDAFLEX SIL 728 NS. D. PECORA CORPORATION; 301 NS, 311 NS, 890 OR 890FTS. E. SIKA CORPORATION, CONSTRUCTION PRODUCTS DIVISION; SIKASIL-C990. F. TREMCO INCORPORATED; SPECTREM 1OR SPECTREM 800. B. SINGLE-COMPONENT, NONSAG, NEUTRAL-CURING SILICONE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS, CLASS 50, FOR USE NT. 1. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: A. BASF BUILDING SYSTEMS; OMNISEAL 50. B. DOW CORNING CORPORATION; 756 SMS, 791 OR 795. C. GE ADVANCED MATERIALS - SILICONES; SILGLAZE II SCS2800, SILPRUF NB SCS9000, SILPRUF SCS2000, OR ULTRAPRUF II SCS2900. D. MAY NATIONAL ASSOCIATES, INC.; BONDAFLEX SIL 295. E. PECORA CORPORATION; 864, 895, OR 898. F. POLYMERIC SYSTEMS, INC.; PSI-641. G. SIKA CORPORATION, CONSTRUCTION PRODUCTS DIVISION; SIKASIL-C995. H. TREMCO INCORPORATED; SPECTREM 2 OR SPECTREM 3. C. SINGLE-COMPONENT, NONSAG, TRAFFIC-GRADE, NEUTRAL-CURING SILICONE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS, CLASS 100/50, FOR USE T. 1. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: A. DOW CORNING CORPORATION; 790 OR NS PARKING STRUCTURE SEALANT. B. MAY NATIONAL ASSOCIATES, INC.; BONDAFLEX SIL 728 NS. C. PECORA CORPORATION; 301 NS OR 311 NS. D. TREMCO INCORPORATED; SPECTREM 800. D. SINGLE-COMPONENT, POURABLE, TRAFFIC-GRADE, NEUTRAL-CURING SILICONE JOINT SEALANT: ASTM C 920, TYPE S, GRADE P, CLASS 100/50, FOR USE T. 1. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: A. DOW CORNING CORPORATION; 890-SL OR SL PARKING STRUCTURE SEALANT. B. MAY NATIONAL ASSOCIATES, INC.; BONDAFLEX SIL 728 SG OR SIL 728 SL. C. PECORA CORPORATION; 300 SL OR 310 SL. D. TREMCO INCORPORATED; SPECTREM 900 SL. 2.3 URETHANE JOINT SEALANTS A. SINGLE-COMPONENT, NONSAG, URETHANE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS, CLASS 100/50, FOR USE NT. 1. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: A. SIKA CORPORATION, CONSTRUCTION PRODUCTS DIVISION; SIKAFLEX - 15LM. B. TREMCO INCORPORATED; VULKEM 921 DYMONIC FC. B. SINGLE-COMPONENT, NONSAG, URETHANE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS, CLASS 25, FOR USE NT. 1. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: A. BASF BUILDING SYSTEMS; SONOLASTIC NP1 SONALASTIC TX1 SONOLASTIC ULTRA. B. PACIFIC POLYMERS INTERNATIONAL, INC.; ELASTO-THANE 230 TYPE II. C. PECORA CORPORATION; DYNATROL I-XL. D. SIKA CORPORATION, CONSTRUCTION PRODUCTS DIVISION; SIKAFLEX - 1A. E. TREMCO INCORPORATED; DYMONIC VULKEM 116. C. SINGLE-COMPONENT, POURABLE, TRAFFIC-GRADE, URETHANE JOINT SEALANT: ASTM C 920, TYPE S, GRADE P, CLASS 25, FOR USE T. 1. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: A. BASF BUILDING SYSTEMS; SONOLASTIC SL 1. B. BOSTIK, INC.; CHEM-CALK 950. C. MAY NATIONAL ASSOCIATES, INC.; BONDAFLEX PUR 35 SL. D. PECORA CORPORATION; UREXPAN NR-201. E. POLYMERIC SYSTEMS, INC.; FLEXIPRENE 952. F. SCHNEE-MOREHEAD, INC.; PERMATHANE SM7101. G. SIKA CORPORATION. CONSTRUCTION PRODUCTS DIVISION; SIKAFLEX - 1CSL. H. TREMCO INCORPORATED; VULKEM 45. D. MULTICOMPONENT, NONSAG, URETHANE JOINT SEALANT: ASTM C 920, TYPE M, GRADE NS, CLASS 25, FOR USE NT. 1. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: A. BASF BUILDING SYSTEMS; SONOLASTIC NP 2. B. BOSTIK, INC.; CHEM-CALK 500. C. MAY NATIONAL ASSOCIATES, INC.; BONDAFLEX PUR 2 NS. D. PECORA CORPORATION; DYNATRED. E. SIKA CORPORATION, CONSTRUCTION PRODUCTS DIVISION; SIKAFLEX - 2C NS SIKAFLEX - 2C EZ MIX. F. TREMCO INCORPORATED; VULKEM 227. E. MULTICOMPONENT, NONSAG, TRAFFIC-GRADE, URETHANE JOINT SEALANT: ASTM C 920, TYPE M, GRADE NS, CLASS 25, FOR USE T. 1. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: A. BASF BUILDING SYSTEMS; SONOLASTIC NP 2. B. LYMTAL INTERNATIONAL, INC.; ISO-FLEX 885 SG. C. MAY NATIONAL ASSOCIATES, INC.; BONDAFLEX PUR 2 NS. D. PECORA CORPORATION; DYNATRED. E. SIKA CORPORATION, CONSTRUCTION PRODUCTS DIVISION; SIKAFLEX - 2C NS SIKAFLEX - 2C EZ MIX. F. TREMCO INCORPORATED; VULKEM 227. 2.4 JOINT SEALANT BACKING A. GENERAL: PROVIDE SEALANT BACKINGS OF MATERIAL THAT ARE NONSTAINING; ARE COMPATIBLE WITH JOINT SUBSTRATES, SEALANTS, PRIMERS, AND OTHER JOINT FILLERS; AND ARE APPROVED FOR APPLICATIONS INDICATED BY SEALANT MANUFACTURER BASED ON FIELD EXPERIENCE AND LABORATORY TESTING. B. CYLINDRICAL SEALANT BACKINGS: ASTM C 1330, TYPE C (CLOSED-CELL MATERIAL WITH A SURFACE SKIN), AND OF SIZE AND DENSITY TO CONTROL SEALANT DEPTH AND OTHERWISE CONTRIBUTE TO PRODUCING OPTIMUM SEALANT PERFORMANCE. C. BOND-BREAKER TAPE: POLYETHYLENE TAPE OR OTHER PLASTIC TAPE RECOMMENDED BY SEALANT MANUFACTURER FOR PREVENTING SEALANT FROM ADHERING TO RIGID, INFLEXIBLE JOINT-FILLER MATERIALS OR JOINT SURFACES AT BACK OF JOINT. PROVIDE SELF-ADHESIVE TAPE WHERE APPLICABLE. 2.5 MISCELLANEOUS MATERIALS A. PRIMER: MATERIAL RECOMMENDED BY JOINT-SEALANT MANUFACTURER WHERE REQUIRED FOR ADHESION OF SEALANT TO JOINT SUBSTRATES INDICATED, AS DETERMINED FROM PRECONSTRUCTION JOINT-SEALANT-SUBSTRATE TESTS AND FIELD TESTS. B. CLEANERS FOR NONPOROUS SURFACES: CHEMICAL CLEANERS ACCEPTABLE TO MANUFACTURERS OF SEALANTS AND SEALANT BACKING MATERIALS, FREE OF OILY RESIDUES OR OTHER SUBSTANCES CAPABLE OF STAINING OR HARMING JOINT SUBSTRATES AND ADJACENT NONPOROUS SURFACES IN ANY WAY, AND FORMULATED TO PROMOTE OPTIMUM ADHESION OF SEALANTS TO JOINT SUBSTRATES. C. MASKING TAPE: NONSTAINING, NONABSORBENT MATERIAL COMPATIBLE WITH JOINT SEALANTS AND SURFACES ADJACENT TO JOINTS. PART 3 - EXECUTION 3.1 EXAMINATION A. EXAMINE JOINTS INDICATED TO RECEIVE JOINT SEALANTS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR JOINT CONFIGURATION, INSTALLATION TOLERANCES, AND OTHER CONDITIONS AFFECTING JOINT-SEALANT PERFORMANCE. B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.2 PREPARATION A. SURFACE CLEANING OF JOINTS: CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALANTS TO COMPLY WITH JOINT-SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS AND THE FOLLOWING REQUIREMENTS: 1. REMOVE ALL FOREIGN MATERIAL FROM JOINT SUBSTRATES THAT COULD INTERFERE WITH ADHESION OF JOINT SEALANT, INCLUDING DUST, PAINTS (EXCEPT FOR PERMANENT, PROTECTIVE COATINGS TESTED AND APPROVED FOR SEALANT ADHESION AND COMPATIBILITY BY SEALANT MANUFACTURER), OLD JOINT SEALANTS, OIL, GREASE, WATERPROOFING, WATER REPELLENTS, WATER, SURFACE DIRT, AND FROST. 2. CLEAN POROUS JOINT SUBSTRATE SURFACES BY BRUSHING, GRINDING, MECHANICAL ABRADING, OR A COMBINATION OF THESE METHODS TO PRODUCE A CLEAN, SOUND SUBSTRATE CAPABLE OF DEVELOPING OPTIMUM BOND WITH JOINT SEALANTS. REMOVE LOOSE PARTICLES REMAINING AFTER CLEANING OPERATIONS ABOVE BY VACUUMING OR BLOWING OUT JOINTS WITH OIL-FREE COMPRESSED AIR. POROUS JOINT SUBSTRATES INCLUDE THE FOLLOWING: A. CONCRETE. B. MASONRY. C. UNGLAZED SURFACES OF CERAMIC TILE. D. EXTERIOR INSULATION AND FINISH SYSTEMS. 3. REMOVE LAITANCE AND FORM-RELEASE AGENTS FROM CONCRETE. 4. CLEAN NONPOROUS JOINT SUBSTRATE SURFACES WITH CHEMICAL CLEANERS OR OTHER MEANS THAT DO NOT STAIN, HARM SUBSTRATES, OR LEAVE RESIDUES CAPABLE OF INTERFERING WITH ADHESION OF JOINT SEALANTS. NONPOROUS JOINT SUBSTRATES INCLUDE THE FOLLOWING: A. METAL. B. GLASS. C. PORCELAIN ENAMEL. D. GLAZED SURFACES OF CERAMIC TILE. B. JOINT PRIMING: PRIME JOINT SUBSTRATES WHERE RECOMMENDED BY JOINT-SEALANT MANUFACTURER OR AS INDICATED BY PRECONSTRUCTION JOINT-SEALANT-SUBSTRATE TESTS OR PRIOR EXPERIENCE. APPLY PRIMER TO COMPLY WITH JOINT-SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS. CONFINE PRIMERS TO AREAS OF JOINT-SEALANT BOND; DO NOT ALLOW SPILLAGE OR MIGRATION ONTO ADJOINING SURFACES. C. MASKING TAPE: USE MASKING TAPE WHERE REQUIRED TO PREVENT CONTACT OF SEALANT OR PRIMER WITH ADJOINING SURFACES THAT OTHERWISE WOULD BE PERMANENTLY STAINED OR DAMAGED BY SUCH CONTACT OR BY CLEANING METHODS REQUIRED TO REMOVE SEALANT SMEARS. REMOVE TAPE IMMEDIATELY AFTER TOOLING WITHOUT DISTURBING JOINT SEAL. 3.3 INSTALLATION OF JOINT SEALANTS A. GENERAL: COMPLY WITH JOINT-SEALANT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR PRODUCTS AND APPLICATIONS INDICATED, UNLESS MORE STRINGENT REQUIREMENTS APPLY. B. SEALANT INSTALLATION STANDARD: COMPLY WITH RECOMMENDATIONS IN ASTM C 1193 FOR USE OF JOINT SEALANTS AS APPLICABLE TO MATERIALS, APPLICATIONS, AND CONDITIONS INDICATED. C. INSTALL SEALANT BACKINGS OF KIND INDICATED TO SUPPORT SEALANTS DURING APPLICATION AND AT POSITION REQUIRED TO PRODUCE CROSS-SECTIONAL SHAPES AND DEPTHS OF INSTALLED SEALANTS RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. 1. DO NOT LEAVE GAPS BETWEEN ENDS OF SEALANT BACKINGS. 2. DO NOT STRETCH, TWIST, PUNCTURE, OR TEAR SEALANT BACKINGS. 3. REMOVE ABSORBENT SEALANT BACKINGS THAT HAVE BECOME WET BEFORE SEALANT APPLICATION AND REPLACE THEM WITH DRY MATERIALS. D. INSTALL BOND-BREAKER TAPE BEHIND SEALANTS WHERE SEALANT BACKINGS ARE NOT USED BETWEEN SEALANTS AND BACKS OF JOINTS. E. INSTALL SEALANTS USING PROVEN TECHNIQUES THAT COMPLY WITH THE FOLLOWING AND AT THE SAME TIME BACKINGS ARE INSTALLED: 1. PLACE SEALANTS SO THEY DIRECTLY CONTACT AND FULLY WET JOINT SUBSTRATES. 2. COMPLETELY FILL RECESSES IN EACH JOINT CONFIGURATION. 3. PRODUCE UNIFORM, CROSS-SECTIONAL SHAPES AND DEPTHS RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. F. TOOLING OF NONSAG SEALANTS: IMMEDIATELY AFTER SEALANT APPLICATION AND BEFORE SKINNING OR CURING BEGINS, TOOL SEALANTS ACCORDING TO REQUIREMENTS SPECIFIED IN SUBPARAGRAPHS BELOW TO FORM SMOOTH, UNIFORM BEADS OF CONFIGURATION INDICATED; TO ELIMINATE AIR POCKETS; AND TO ENSURE CONTACT AND ADHESION OF SEALANT WITH SIDES OF JOINT. 1. REMOVE EXCESS SEALANT FROM SURFACES ADJACENT TO JOINTS. 2. USE TOOLING AGENTS THAT ARE APPROVED IN WRITING BY SEALANT MANUFACTURER AND THAT DO NOT DISCOLOR SEALANTS OR ADJACENT SURFACES. 3. PROVIDE CONCAVE JOINT PROFILE PER FIGURE 8A IN ASTM C 1193, UNLESS OTHERWISE INDICATED. 4. PROVIDE FLUSH JOINT PROFILE WHERE INDICATED PER FIGURE 8B IN ASTM C 1193. 5. PROVIDE RECESSED JOINT CONFIGURATION OF RECESS DEPTH AND AT LOCATIONS INDICATED PER FIGURE 8C IN ASTM C 1193. A. USE MASKING TAPE TO PROTECT SURFACES ADJACENT TO RECESSED TOOLED JOINTS. 3.4 FIELD QUALITY CONTROL A. FIELD-ADHESION TESTING: FIELD TEST JOINT-SEALANT ADHESION TO JOINT SUBSTRATES AS FOLLOWS: 1. EXTENT OF TESTING: TEST COMPLETED AND CURED SEALANT JOINTS AS FOLLOWS: A. PERFORM 10 TESTS FOR THE FIRST 500 FEET OF JOINT LENGTH FOR EACH KIND OF SEALANT AND JOINT SUBSTRATE. B. PERFORM 1 TEST FOR EACH 500 FEET OF JOINT LENGTH THEREAFTER OR 1 TEST PER EACH FLOOR PER ELEVATION. 2. TEST METHOD: TEST JOINT SEALANTS ACCORDING TO METHOD A, FIELD-APPLIED SEALANT JOINT HAND PULL TAB, IN APPENDIX X1 IN ASTM C 1193 OR METHOD A, TAIL PROCEDURE, IN ASTM C 1521. A. FOR JOINTS WITH DISSIMILAR SUBSTRATES, VERIFY ADHESION TO EACH SUBSTRATE SEPARATELY; EXTEND CUT ALONG ONE SIDE, VERIFYING ADHESION TO OPPOSITE SIDE. REPEAT PROCEDURE FOR OPPOSITE SIDE. 3. INSPECT TESTED JOINTS AND REPORT ON THE FOLLOWING: A. WHETHER SEALANTS FILLED JOINT CAVITIES AND ARE FREE OF VOIDS. B. WHETHER SEALANT DIMENSIONS AND CONFIGURATIONS COMPLY WITH SPECIFIED REQUIREMENTS. C. WHETHER SEALANTS IN JOINTS CONNECTED TO PULLED-OUT PORTION FAILED TO ADHERE TO JOINT SUBSTRATES OR TORE COHESIVELY. INCLUDE DATA ON PULL DISTANCE USED TO TEST EACH KIND OF PRODUCT AND JOINT SUBSTRATE. COMPARE THESE RESULTS TO DETERMINE IF ADHESION PASSES SEALANT MANUFACTURER'S FIELD-ADHESION HAND-PULL TEST CRITERIA. 4. RECORD TEST RESULTS IN A FIELD-ADHESION-TEST LOG. INCLUDE DATES WHEN SEALANTS WERE INSTALLED, NAMES OF PERSONS WHO INSTALLED SEALANTS, TEST DATES, TEST LOCATIONS, WHETHER JOINTS WERE PRIMED, ADHESION RESULTS AND PERCENT ELONGATIONS, SEALANT FILL, SEALANT CONFIGURATION, AND SEALANT DIMENSIONS. 5. REPAIR SEALANTS PULLED FROM TEST AREA BY APPLYING NEW SEALANTS FOLLOWING SAME PROCEDURES USED ORIGINALLY TO SEAL JOINTS. ENSURE THAT ORIGINAL SEALANT SURFACES ARE CLEAN AND THAT NEW SEALANT CONTACTS ORIGINAL SEALANT. B. EVALUATION OF FIELD-ADHESION TEST RESULTS: SEALANTS NOT EVIDENCING ADHESIVE FAILURE FROM TESTING OR NONCOMPLIANCE WITH OTHER INDICATED REQUIREMENTS WILL BE CONSIDERED SATISFACTORY. REMOVE SEALANTS THAT FAIL TO ADHERE TO JOINT SUBSTRATES DURING TESTING OR TO COMPLY WITH OTHER REQUIREMENTS. RETEST FAILED APPLICATIONS UNTIL TEST RESULTS PROVE SEALANTS COMPLY WITH INDICATED REQUIREMENTS. 3.5 CLEANING A. CLEAN OFF EXCESS SEALANT OR SEALANT SMEARS ADJACENT TO JOINTS AS THE WORK PROGRESSES BY METHODS AND WITH CLEANING MATERIALS APPROVED IN WRITING BY MANUFACTURERS OF JOINT SEALANTS AND OF PRODUCTS IN WHICH JOINTS OCCUR. 3.6 PROTECTION A. PROTECT JOINT SEALANTS DURING AND AFTER CURING PERIOD FROM CONTACT WITH CONTAMINATING SUBSTANCES AND FROM DAMAGE RESULTING FROM CONSTRUCTION OPERATIONS OR OTHER CAUSES SO SEALANTS ARE WITHOUT DETERIORATION OR DAMAGE AT TIME OF SUBSTANTIAL COMPLETION. IF, DESPITE SUCH PROTECTION, DAMAGE OR DETERIORATION OCCURS, CUT OUT AND REMOVE DAMAGED OR DETERIORATED JOINT SEALANTS IMMEDIATELY SO INSTALLATIONS WITH REPAIRED AREAS ARE INDISTINGUISHABLE FROM ORIGINAL WORK. END OF SECTION 11 REPLACE COVE JOINT SEALANTS AT WALL TO SLAB-ON-GRADE WITH SILICONE SEALANT. REPLACE SEALANT IN CAP STONE MORTAR JOINTS WITH SILICONE SEALANT. REPLACE SEALANT INSTALLED AT RAIL POSTS ON THE TOP LEVEL WITH SILICONE SEALANT. 16 17 REPLACE COVE JOINT SEALANTS AT WALL TO SLAB-ON-GRADE WITH SILICONE SEALANT. 7 REPLACE COVE JOINT SEALANTS GREATER THAN 2" WIDE BETWEEN HORIZONTAL TO VERTICAL INTERFACES WITH AN EVASOTE JOINT AND SILICONE SEALNT. 13 14 15 4 / S3.0 5 / S3.0 7 / S3.0 10 / S3.0 11 / S3.0 4 / S3.0 5 / S3.0 9 / S3.0 8 / S3.0 115 LF 170 SF 6 / S3.0 20 EA 5 / S3.0 865 LF 6,500 LF 4 / S3.0 2,750 LF N/A 24,000 SF 1,200 LF 7,200 LF 31 EA 40 LF A1 A2 A3 REPLACE COVE JOINT SEALANTS AT VERTICAL TO HORIZONTAL INTERFACES INCLUDING SLAB TO SPANDREL, AND SLAB TO COLUMN INTERFACES ON LEVEL 4 WHERE NOTED ON PLAN WITH SILICONE SEALANT. 4 / S3.0 5 / S3.0 N/A 12 REPAIR JOINT EDGES ALONG DOUBLE-TEE FLANGES AS REQUIRED TO REDEFINE THE PROPER JOINT PROFILE. 2 / S3.0 45 SF A4 2 / S3.0 85 SF REPAIR JOINT EDGES ALONG DOUBLE-TEE FLANGES AS REQUIRED TO REDEFINE THE PROPER JOINT PROFILE. 8 / S3.0 165 LF 4 / S3.0 5 / S3.0 1,600 LF 100 LF A5 1 / S3.0 280 SF NOTES: 1. THE VALUES IN THE "QUANTITY" COLUMN OF THE WORK LIST MAY BE GREATER THAN OR LESS THAN THE AMOUNTS SHOWN ON PLAN. USE THE QUANTITIES LISTED IN THE WORK LIST FOR BID PURPOSES. 2. PRICING SHALL REFLECT THE PRODUCTS SPECIFIED IN THIS DOCUMENT. SUBSTITUTIONS AND ASSOCIATED PRICING MAY BE SUBMITTED IN ADDITION TO THE UNIT COST PRICES FOR THE SPECIFIED MATERIALS. THE ENGINEER SHALL REVIEW AND EVALUATE IF THE ALTERNATE PRODUCT IS CONSIDERED "EQUAL" AND WILL BE ALLOWED AS A SUBSTITUTION. 6,000 LF 1,000 LF 45,000 SF 285 LF 120 LF REPLACE HORIZONTAL AND VERTICAL EXTERIOR BUILDING JOINT SEALANTS AROUND THE BUILDING PERIMETER WITH A SILICONE SEALANT. QUANTITY SHOWN INCLUDES THE EXTERIOR FACE ON ALL SIDES AT ALL LEVELS AND THE JOINTS AROUND THE COLUMN PILASTERS ABOVE THE TOP PARKING LEVEL. COORDINATE INSTALLATION WITH THE URETHANE SEALANTS ON THE TOP LEVEL TO ENSURE FULL CURE OF ALL MATERIALS. SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE 7/9/2014 4:10:39 PM C:\Proj\14_0415 - Civic Center Garage - RS14_jonathanw.rvt S0.2 Ft. Collins Parking Garage Repairs & Waterproofing FORT COLLINS, COLORADO WORK LIST BB BB EJ 14.0415.S.01 14.0415.S.01 07/09/2014 Enter EOR's Initials Here DN DT CONN CONT CTR(D) Epoxy Coated UNO VERT VIF TYP TOW TOS TOM TOF WF W/ W/O NTS NO or # NIC Exterior Each Way Number Not To Scale Not in Contract MNFR MISC MIN N Equal Embedded Elevator Elevation Expansion Joint Each Face Each End Each Side Engineer Manufacturer Minimum Miscellaneous North Wide Flange With Without Top of Footing Top of Masonry Top of Steel Top of Wall Typical Unless Noted Otherwise Verify in Field Vertical SS SP SPECS SIM SP @ TOC STR STL STIFF STD T&B LLH LOC(S) LLV MAX Each Down Existing Dowel(s) Drawing(s) Detail(s) Precast Double Tee Dead Load Dimension Long Leg Horizontal Location(s) or Locate Long Leg Vertical Maximum LB(S) L or LG LL IT k Center(ed) Diameter Concrete Connection Continue or Continuous Live Load Pound(s) Length Precast Inverted Tee Beam Kip Top of Concrete Structural Steel Stiffener Standard Top & Bottom Space At Similar Stainless Steel Specifications Space(s) ADDNL BOT BRG CIP CJ CJP CL CLR BM @ ALT / PSI PSF PLF PL PERP PAF REQD REQT(S) RAD or R RE: or REF REINF QTY PT Bearing HAS or HDAS HDG HORIZ HK Clear Complete Joint Penetration Cast-In-Place Control Joint Centerline Headed Anchor Stud Hot Dipped Galvanized Hook Horizontal GALV FTG GA FT Beam Bottom Foot or Feet Gage or Gauge Galvanized Footing Point or Post-Tension Required Requirement(s) Reinforce(ing)(d)(ment) Refer to (Reference) Radius Quantity Pounds Per Lineal Foot Power Actuated Fastener Plate (Steel) Perpendicular Pounds Per Square Inch Pounds Per Square Foot OPNG OC OH FND FLR FLG At Per Alternate Additional Flange Floor Foundation Opening On Center Opposite Hand COORD Coordinate SOG Slab on Grade RET Return LTE Tension Embedment LTS Tension Lap Splice Length EOR Engineer-of-Record SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE 7/9/2014 4:10:39 PM C:\Proj\14_0415 - Civic Center Garage - RS14_jonathanw.rvt S0.1 Ft. Collins Parking Garage Repairs & Waterproofing FORT COLLINS, COLORADO ABBREVIATIONS, SYMBOLS & GENERAL NOTES BB BB EJ 14.0415.S.01 14.0415.S.01 07/09/2014 Enter EOR's Initials Here ABBREVIATIONS SYMBOLS LEGEND STEEL MATERIAL TABLE STEEL ELEMENT ASTM/TYPE Fy (KSI) Fu (KSI) COMMENTS BOLTS AS NOTED IN DETAILS -- -- SEE DETAILS OTHER SHAPES A36 36 58 -- PLATES A36 36 58 -- WELDING ELECTRODES E70 -- -- PER AWS 1. GENERAL: 1A. ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ‘ENGINEER’ MEAN THE STRUCTURAL ENGINEER OF RECORD. OTHER ENTITIES ARE SPECIFICALLY NOTED AS “CONTRACTOR’S ENGINEER”, “MECHANICAL ENGINEER”, ETC. 1B. THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERENCED FOR ADDITIONAL REQUIREMENTS. 1C. EXISTING UTILITIES: LOCATE EXISTING UTILITIES AND NOTIFY ENGINEER OF EXISTING UTILITIES OR CONDITIONS WHICH INTERFERE WITH WORK. 2. EXISTING STRUCTURES: 2A. CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN. 2B. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. 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 AND COMPONENTS - CONDITIONS OF INSTABILITY OR LACK OF SUPPORT - ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD 2C. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS. 3. USE OF DRAWINGS: 3A. DO NOT SCALE DRAWINGS. 3B. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. 4. SUBMITTALS AND SUBSTITUTIONS: 4A. SUBMITTALS: REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS BUT THE FOLLOWING SHALL BE PROVIDED AS A MINIMUM OR AS DIRECTED BY THE ENGINEER. - ALL PRODUCT DATA AND MATERIALS INLCUDING BUT NOT LIMITED TO SEALANTS, CONCRETE REPAIR PRODUCTS, EPOXIES, AND EXPANSION ANCHORS INCLUDING LATEST ICC TEST REPORT. - SHOP DRAWINGS OF STEEL CONSTRUCTION INCLUDING LAYOUT, DIMENSIONS, MEMBER SIZES, MATERIAL GRADES, WELD SIZES, WELD CALLOUTS, ASSEMBLIES, BOLT SIZE, LENGTH AND TYPE, AND OTHER PERTINENT DATA. - IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. - CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS - ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO PREPARE THE SUBMITTAL 4B. SUBSTITUTIONS: ENGINEERS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS 4C. NONCONFORMANCE: NOTIFY ENGINEER OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ENGINEER FOR ACCEPTANCE. 5. OSHA STANDARDS: 5A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. 6. CONSTRUCTION ENGINEERING: 6A. THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY FOR LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK. SUCH ENGINEERING MAY INCLUDE, BUT IS NOT LIMITED TO: - EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND MATERIALS - STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS 1. CODES AND STANDARDS: 1A. GENERAL DESIGN - INTERNATIONAL BUILDING CODE 2012 WITH CITY OF FORT COLLINS AMENDMENTS 1B. LOADS - ASCE/SEI 7-10 “MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES” 1C. CONCRETE - ACI 301-05 “SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS” - ACI 318-08 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” 2. GRAVITY LOADS 2A. SEE 'GRAVITY LOADS TABLE' 2B. DRIFTING, SLIDING AND UNBALANCED SNOW - GROUND SNOW LOAD = 30 PSF - SNOW EXPOSURE FACTOR Ce = 1.0 - SNOW LOAD IMPORTANCE FACTOR Is = 1.1 - FLAT ROOF SNOW LOAD Pf=30PSF GENERAL NOTES DESIGN CRITERIA 1. CONNECTIONS: 1A. PROVIDE CONNECTIONS AS SHOWN IN THE DETAILS HEREIN. 2. WELDING REQUIREMENTS: 2A. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS. 2B. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16” FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. 2C. WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. 2D. WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 TABLES J2.3 AND J2.4. 2E. FIELD WELDING SYMBOLS INDICATE SUGGESTED CONSTRUCTION PROCEDURES. STEEL NOTES GRAVITY LOADS TABLE LOCATION SUPERIMPOSED DEAD LOAD (PSF) LIVE LOAD (PSF) LIVE LOAD REDUCTION PARTITION LOAD (PSF) POINT LOAD (LB) STAIRS -- 100 No -- 2000 GARAGE (PASSENGER VEHICLES) -- 40 No -- -- 3). Additional rates for labor and materials for work beyond those items described above shall be submitted as part of the bid. , when authorized by the Engineer: Labor Rate Table***: N/A Hr *____________ 2/S3.0 45 SF TOTAL: Contract Sum for the Civic Center Base Bid Based on Unit Prices *____________ In Words: 4/S3.0 6,500 LF *_____