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HomeMy WebLinkAboutR-2003-179 Award bid Nyberg Swanson House Restoration McCartney RESOLUTION NO. 2003-179 A RESOLUTION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE RENOVATION CONTRACT WITH MCCARTNEY CONSTRUCTION IN CONJUNCTION WITH THE HISTORIC PRESERVATION GRANT FOR RENOVATIONS TO THE NYBERG-SWANSON HOUSE, NYBERG-SWANSON RESTORATION, PHASE II; AUTHORIZING THE SCOPE OF SERVICES FROM MCCARTNEY CONSTRUCTION; PROVIDING FOR CONFLICTS; FURTHER, PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City of Dania Beach, Florida, has received a Historic Preservation Grant in the amount of $200,000 and is required to provide $97,525 in matching funds which was authorized and approved through Resolution 2001-136; and WHEREAS, the City of Dania Beach has identified specific restoration needs of the Nyberg-Swanson House through the services of Anthony Abbate Architect PA, which was authorized and approved through Resolution 2002- 075, McCartney Construction has proposed to implement improvements; and WHEREAS, the City has determined that such purchases can be made at the least cost to the City by contracting with McCartney Construction in the amount of$170,216.00. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA: Section 1. That the Scope of Services in the total sum of$170,216.00 from McCartney Construction for restoration to the Nyberg-Swanson House, attached as Exhibit "A", is approved. Section 2. That upon execution of the agreement, it hereby authorizes the Finance Director to appropriate the budget by the award amount in grant revenue and • appropriate expenditure account. 1 RESOLUTION NO. 2003-179 Section 3. That all resolutions or parts of resolutions in conflict with this resolution are repealed to the extent of such conflict. Section 4. That this resolution shall be in force and take effect immediately upon its passage and adoption. PASSED AND ADOPTED THIS 12T"DAWBN GUST, 2003. T MAYOR-C MMISSIONER ATTEST: ROLL CALL: COMMISSIONER CHUNN- YES COMMISSIONER FLURY - YES COMMISSIONER MIKES — OUT OF ROOM CHARLENE JO"ON VICE-MAYOR MCELYEA-YES CITY CLERK MAYOR ANTON -YES APPROVED AS O FORM AND CORRECTNESS: BY: TH M J. SBRO CITY ATTORNEY 2 RESOLUTION NO. 2003-179 AGREEMENT THIS IS AN AGREEMENT ("Agreement"), dated August c;V, 2003, between THE CITY OF DANIA BEACH ("City"), a Florida municipal corporation, with a business location at 100 WEST DANIA BEACH BOULEVARD, DANIA, FLORIDA 33004, and McCARTNEY CONSTRUCTION ("Contractor"), a Florida Corporation, with its principal place of business address located at 4800 SW 64 Avenue, Suite 109, Davie, Florida 33314. In consideration of the mutual terms, conditions, promises, covenants and payments set forth in this Agreement, the sufficiency and receipt of which are acknowledged, City and Contractor agree as follows: ARTICLE 1 PREAMBLE In order to establish the background, context and frame of reference for this Agreement, and to generally express the objectives and intentions of the parties, the following statements, representations and explanations are the predicates for the undertakings and commitments included within the provisions which follow, and may be relied upon by the parties as essential elements of the mutual considerations upon which this Agreement is based. 1.1 The Contractor, for the consideration fully set out below, shall furnish all the materials, equipment and labor to perform all work necessary to complete the Project, all in full and complete accordance with Specifications.and City's Invitation to Bid, which are both attached and made parts of this Agreement. The "Project" consists of materials, equipment and labor necessary to complete the Repairs and Restoration of the Nyberg-Swanson House, Phase I1 located at 102 West Dania Beach Blvd, Dania Beach, FL., as such items are more particularly described in the Specifications which are a part of Contractor's executed Bid Proposal, which proposal is incorporated into and made a part of this Agreement as Specifications, attached. 1.2 The City advertised its notice to bidders of the City's desire to have the Project completed, pursuant to the bid entitled: BID PROPOSAL FOR REPAIRS AND RESTORATION of the NYBERG-SWANSON HOUSE PHASE II 1.3 On August 12, 2003, the City awarded the bid to Contractor and authorized the proper City officials to enter into this Agreement with Contractor to complete the Project. 1 ARTICLE 2 SERVICES AND RESPONSIBILITIES 2.1 Contractor agrees to do everything required by this Agreement and to comply with any and all other provisions in the documents and items incorporated by reference into this Agreement. Contractor also agrees to perform all clean-up and bear the expense of any off-site disposal, which is or may be necessitated by its work on and around the Project site. 2.2 Contractor agrees that all work performed under this Agreement shall be done in a professional manner and that Contractor's efforts will produce a quality result. 2.3 Contractor represents to City, with full knowledge that City is relying upon these representations when entering into this Agreement with Contractor, that Contractor has the expertise, experience and work force sufficient to timely perform the services to be provided by Contractor pursuant to the terms of this Agreement. 2.4 Contractor represents to City that Contractor is properly licensed by all applicable federal, state and local agencies to provide the services specified under this Agreement. If any of the Contractor's licenses are revoked, suspended or terminated for any reason by any governmental agency, Contractor shall notify the City immediately. 2.5 Contractor agrees to conduct all work and services under this Agreement in accordance with all applicable federal, state and local laws and regulations. Contractor will identify all governmental authorities and agencies having jurisdiction to approve work involved in the Project and Contractor agrees to obtain all permits and approvals from any and all such governmental authorities which have jurisdiction. If permitted by the permitting agency, and if City can realize a cost savings by such action, City may authorize the Contractor to seek required permits on behalf of and in the name of City as its Contractor; provided, however, that Contractor agrees to fully indemnify and hold harmless the City in all respects as a result of the obtaining of any and all such permits and approvals. Without limiting the foregoing, City agrees to reimburse Contractor, upon City's receipt of adequate proof that Contractor has paid same, the amounts of all permit fees incurred by Contractor in connection with the applications, processing and securing of approvals or permits which are required to be obtained from all governmental authorities which have jurisdiction over any and all aspects of this work, except City permits and fees which shall be waived and except for so much of any fees as to which the City is required to remit to other governmental agencies. 2.6 City's Building Official, or his designated representative, will be the person through whom Contractor must communicate all information pertaining to the Project. 2 2.7 Contractor shall guarantee the entire Project against poor workmanship and faulty materials for a period of one (1) year after final payment and shall immediately correct any defects which may appear during this period upon written notification by the City's Building Official or his designated representative. Contractor waives any and all rights to claim any statute of limitations defense as to any condition that may arise under this guarantee. ARTICLE 3 TERMS AND CONDITIONS 3.1 Contractor shall begin to perform the Project work commencing no later than thirty (30) days from the date first above written and shall notify City in writing of the date work will commence (the "Commencement Date"). Contractor shall complete the Project work no later than one hundred and eighty (180) days after the Commencement Date (the "Completion Date"). Contractor shall notify City in writing of the Completion Date within 10 days of the Commencement Date. 3.2 This Agreement may be terminated by City if Contractor fails to perform the work to City's sole and reasonable approval, after City sends written notice of any deficiency to Contractor and Contractor does not cure such deficiency within seven (7) days from the date of such notice. In such event, the Contractor shall be paid ® compensation for improvements made toward completion of the Project, if such improvements meet City's sole and reasonable approval, which approval will not be unreasonably withheld. In the event that the Contractor abandons the work specified in this Agreement or causes it to be terminated, Contractor shall indemnify the City against any loss pertaining to its abandonment up to a maximum of the amount to be paid under this Agreement. All finished or unfinished materials, documents and reports prepared by Contractor shall become the property of City and shall be delivered by Contractor to City before payment, if any, is made to Contractor by City. ARTICLE 4 COMPENSATION AND METHOD OF PAYMENT TOTAL AGREEMENT AMOUNT: S 170,216.00 4.1 City agrees to compensate Contractor as follows. 4.2 Contractor shall submit an invoice showing the work performed, materials purchased and stored and the value of same for the project by the 25`" of each month. Invoice shall also indicate the amount due for this work and materials, less a retainage in the amount of 10%. The Building Official shall review the invoice and approve for payment or reject and return to Contractor for revision. 3 4.3 Upon completion of the project, Contractor shall submit a final invoice. iCity shall, no later than twenty (20) business days after the City Building Official approves all of Contractor's completed Project work pursuant to the provisions of this Agreement, effect final payment including retainage. Project completion shall be evidenced by a writing to that effect, issued by the City Building Official and given to the City Clerk. The total compensation above may not be exceeded without a written amendment to this Agreement executed by the authorized agents of both of the parties. 4.2 Payment will be made to Contractor at: Sheldon McCartney, President McCartney Construction 4800 SW 64 Avenue, Suite 109 Davie, FL 33314 4.3 The making and acceptance of the work shall constitute a waiver of all claims by the City except for any or all claims arising from the guarantee set forth above, unsettled liens, lawsuits, deficiencies or faulty work appearing within one (1) year after final payment, or from any variations from the requirements of the Specifications for the Project. The acceptance of payment shall constitute a waiver of all claims against City by the Contractor. ® 4.4 Contractor shall, before final payment is made by City, provide City copies of releases of all liens from any and all subcontractors, materials' providers and the like, who or which supplied or furnished any labor, services or materials that were used in the Project. Contractor shall then furnish the City a "No Lien Affidavit". Final payment shall be made upon submission by the Contractor of evidence satisfactory to the City that all payrolls, material bills and other costs incurred by the Contractor in connection with the work have been paid in full, and after all guarantees and specifications for products, and/or materials incorporated into the project that appear in this Agreement and as otherwise set forth in the specifications have been furnished to and found acceptable by the City. ARTICLE 5 CHANGES IN SCOPE OF WORK City or Contractor may request changes that increase, decrease or otherwise modify the Project, as described in this Agreement. These changes may affect the compensation specified above and, if so, they must be described in a written amendment, executed by the authorized agents of both of the parties, prior to any deviation from the terms of this Agreement. In no event will Contractor deviate or permit deviation from the work described in this Agreement or the Specifications without City's advance • written consent. 4 ® ARTICLE 6 PROTECTION OF CITY'S PROPERTY At all times during the performance of this Agreement, the Contractor shall protect the City's property from all damage whatsoever on account of Contractor's performance of work toward completion of the Project described by this Agreement. ARTICLE 7 INDEMNIFICATION 7.1 The Contractor agrees to indemnify and hold harmless the City and its elected and appointed officers, agents, servants and employees from and against any and all claims, demands or causes of action whatsoever and the resulting losses, costs, expenses, reasonable attorneys' fees, liabilities, damages, orders, judgments and decrees sustained by the City and any third party arising out of, or by reason of, or resulting from the Contractor's work toward completion of the Project, Contractor's reckless acts, or negligent acts, or both and any and all errors or omissions of whatsoever kind up to a maximum amount of the Total Agreement Amount. 7.2 The Contractor agrees to release the City from and against any and all liability and responsibility in connection with the Project work. If Contractor exposes City to liability for any reason arising out of the Project work, Contractor's compensation may be withheld until City can determine the extent of City's exposure ® and City retains the right to offset any amounts related to such matters against Contractor's compensation, if any. City will notify Contractor in writing when it determines Contractor may have exposed City to any liability and City will provide a reasonably ascertainable date by which resolution of the exposure, offset or both will be determined. ARTICLE 8 INSURANCE 8.1 The Contractor shall not commence work under this Agreement until Contractor has obtained all insurance required under section 8.4 of this Article ("Coverage") and such Coverage has been approved by the Risk Manager of the City. The Contractor shall not allow any subcontractor to commence work on any subcontract until the subcontractor, as provided in section 14.3, below, and all Coverage required of any subcontractor, have been approved by City. In addition, Contractor shall be responsible for any policy deductibles and self-insured retentions. 5 ® 8.2 Contractor shall file Certificates of Insurance with the City, reflecting evidence of the Coverage. They shall be filed with the City Risk Manager within ten (10) days of the date first above written. These Certificates shall contain a provision that Coverage afforded under these policies will not be canceled until at least thirty (30) days prior written notice has been given to the City. Policies for Coverage shall be issued by companies authorized to do business under the laws of the State of Florida and any such companies' financial ratings must be no less than "A" in the latest edition of the "BEST'S KEY RATING GUIDE",published by A.M. Best Guide. 8.3 Coverage shall be in force until all work required to be performed under the terms of this Agreement is satisfactorily completed as evidenced by the formal acceptance by the City. In the event insurance certificates provided to City indicate that the insurance shall terminate and lapse during the period of this Agreement, then in that event, the Contractor shall furnish, at least thirty (30) days prior to the-expiration of the date of such insurance, a renewed certificate of insurance as proof that equal and like Coverage for the balance of the period of the Agreement and any extension of it is in effect. THE CONTRACTOR SHALL NOT PERFORM OR CONTINUE TO WORK PURSUANT TO THIS AGREEMENT UNLESS ALL COVERAGE REMAINS IN FULL FORCE AND EFFECT, SUCH DELAY BEING SUBJECT TO ANY APPLICABLE PROVISIONS DESCRIBED IN THIS AGREEMENT. 8.4 REQUIRED INSURANCE COVERAGE. 8.4.1 General Liability Insurance includes products, completed operations and blanket contractual liability with bodily injury limits of not less than $1,000,000.00 per occurrence combined single limit for bodily injury and property damage. City shall be named as an "additional named insured" under the general liability policy including product liability. "Additional named insured" clause shall be a rider or endorsement issued by the insurance home office, not by a local agent. 8.4.2 Workers' Compensation insurance shall be maintained by Contractor during the life of this Agreement to comply with statutory limits for all employees, and in the case any work is sublet, as otherwise addressed in this Agreement, the Contractor shall require any subcontractors similarly to provide Workers' Compensation Insurance for all of the latter's employees unless such employees are covered by the protection afforded by the Contractor. The Contractor and its subcontractors shall maintain during the life of this policy Employers' Liability Insurance. The following limits must be maintained: $500,000.00 with not less than $100,000.00 per occurrence. 8.4.3 Comprehensive Auto Liability insurance with limits not less than $500,000.00 per occurrence for bodily injury and property damage. This coverage shall include owned, hired and non-owned vehicles. 6 The Contractor shall hold the City, its agents and employees, harmless on account of claims for damages to persons, property or premises arising out of the operations to complete the Project. The City reserves the right to require Contractor to provide and pay for any other insurance coverage City deems necessary depending upon the possible exposure to liability. ARTICLE 9 INDEPENDENT CONTRACTOR This Agreement does not create an employee/employer relationship between the parties. Contractor agrees that it is not the City's employee for any purposes, including but not limited to, the application of the Fair Labor Standards Act minimum wages' laws and overtime payments, Federal Insurance Contribution Act, the Social Security Act, the Federal Unemployment Tax Act, the provisions of the Internal Revenue Code, the Florida Workers' Compensation Act, and the Florida unemployment insurance law. The Contractor shall retain sole and absolute discretion and exercise its judgment as to the manner and means of carrying out Contractor's activities and responsibilities toward completion of the Project. Administrative procedures applicable to services rendered under this Agreement shall be those of Contractor, which policies of Contractor shall not conflict with City, H.U.D., or United States policies, rules or regulations relating to the use of Contractor's funds provided for in this Agreement. The Contractor agrees • that it is a separate and independent enterprise from the City, that it has full opportunity to find other business, that it has made its own investment in its business, and that it will utilize a high level of skill necessary to perform the work. This Agreement shall not be construed as creating any joint employment relationship between the Contractor and the City and the City will not be liable for any obligation incurred by Contractor, including but not limited to unpaid minimum wages, overtime premiums or both. • 7 ARTICLE 10 PUBLIC CONSTRUCTION BOND 10.1 At the time of the execution of this Agreement, Contractor shall furnish a Public Construction Bond equal to the amount of the bid, or an Irrevocable Letter of Credit acceptable to City in the amount of one hundred fifty percent (150%) of the bid from Contractor's lending institution which will be considered Bond Coverage for the City (in either case, the guarantee is referred to in this Article 10 as the "Bond"). If a Public Construction Bond is submitted, it will be in the form prescribed by Florida law (a copy of such Bond is attached to this Agreement, identified as Exhibit "A" and incorporated by this reference). Any authorized Bond shall guarantee to the City the completion and performance of the work covered in the Agreement. The Bond shall at all times be valid and in force to cover the work being performed. The Bond shall be executed by a Surety Company approved by the U.S. Treasury Department, licensed to do business in the State of Florida, and having a registered agent in Broward County (the "Surety") or, if an Irrevocable Letter of Credit is supplied, it must first be reviewed and approved in writing as acceptable to City in all respects, including the identity and location of the issuing bank, by the City's Chief Financial Officer, which approval will not be unreasonably withheld. 10.2 The Contractor agrees to keep any such Bond, or a replacement of it, in full force and effect at all times during the course of performance of this Agreement. In addition to the foregoing requirements, such Bond shall contain provisions, whether by 0 attaching endorsements or supplemental agreements, guaranteeing to the City the completion of the work described in this Agreement. Contractor may comply with the requirements of this provision by causing the Bond to specifically name the CITY OF DANIA BEACH as one of the parties to whom the protection afforded by the Bond is extended or as an alternative, may furnish the City with a separate Bond meeting the same criteria provided above. ARTICLE 11 DEFAULT OF AGREEMENT AND REMEDIES 11.1 Liquidated Damages. It is mutually agreed between the parties that time is of the essence of this Agreement, and in the event the Project is not completed within the time and in the manner specified in this Agreement, it is agreed that from the compensation otherwise to be paid to the Contractor, the City may retain the sum of Two Hundred ($200.00) Dollars per day for each day thereafter, Sundays and holidays included, that the work remains uncompleted and the City is denied full benefit of completion of the Project, which sum City and Contractor agree represents the damages the City will have sustained per day for the failure of the Contractor to complete the Project within the time stipulated. The parties agree that this sum is not a penalty. • 8 11.2 Remedies in Default. In case of any default by Contractor, the City, through City's Building Official or his designated representative, shall notify the Contractor, in writing, of such default and direct Contractor to comply with all provisions of the Agreement. A copy of such written notice shall be mailed to the Surety on the Bond, or the lending institution named in the Irrevocable Letter of Credit (the "Bank"), whichever is applicable. If Contractor does not cure such default within seven (7) days of the date after notice was sent by City, City may declare a default of this Agreement and will notify the Contractor and the Surety or Bank of such declaration of default in writing and terminate the Agreement. 11.2.1 Within ten (10) days of such declaration of default, the Surety on the Bond shall, at its own cost and expense, rectify or cause to be rectified the default and also contract with a replacement contractor to be approved by City. Surety's replacement Contractor will assume the work of Contractor and complete performance of the work of the Project under the Agreement within thirty (30) days of City's approval of Surety's replacement Contractor. The Surety shall receive payment equal to what would have been paid the Contractor had the Contractor continued to perform the work under the Agreement, less any compensation paid to Contractor by City and less all sums due the City for any damages suffered or any expenses incurred, or both, by reason of Contractor's default. Alternatively, if applicable, City shall notify Bank that the Irrevocable Letter of Credit is required to be honored and payment immediately made to City. 11.2.2 If such Surety or Bank fails to perform any of its obligations as described above, the City may complete the Project, or any part of it, either by day labor or re-letting a contract ("Default Contract") for the same, and procure the equipment and the facilities necessary for the completion of the Default Contract, and charge the cost of same to the Contractor, the Surety, or both, together with the costs incident to such default. 11.2.3 In the event the City completes the Default Contract at a lesser cost than would have been payable to the Contractor under this Agreement, if the same had been fulfilled by Contractor, City shall retain such difference. Should such cost to the City be greater, then the Contractor, the Surety, or both shall pay the amount of such excess to the City. ARTICLE 12 BANKRUPTCY It is agreed that if the Contractor is adjudged bankrupt, either voluntarily or involuntarily, then this Agreement shall terminate effective on the date and at the time the bankruptcy petition is filed and Contractor will automatically be in default of this Agreement and the provisions of Article 11 will be enforced at City's discretion. 9 • ARTICLE 13 DISPUTE RESOLUTION 13.1 Venue; Fees. All claims, counterclaims, disputes and other matters in question between City and Contractor arising out of, relating to or pertaining to this Agreement, or the breach of it, or the services of it, or the standard of performance required in it, shall be addressed by resort to non-binding mediation as authorized under the laws and rules of Florida; provided, however, that in the event of any dispute between the parties, the parties agree to first negotiate with each other for a resolution of the matter or matters in dispute and, upon failure of such negotiations to resolve the dispute, the parties shall resort to mediation. If mediation is unsuccessful, any such matter may be determined by litigation in a court of competent jurisdiction in Broward County, Florida, or the Federal District Court of the Southern District of Florida and appropriate appellate courts for such venue and jurisdiction. In any litigation, the parties agree to each waive any trial by jury of any and all issues. In the event of any litigation which arises out of, pertains to, or relates to this Agreement, or the breach of it, or the standard of performance required in it, the prevailing party shall be entitled to recover reasonable attorneys' fees from the non-prevailing party, subject to the limits of this paragraph. Where the prevailing party is awarded compensatory damages from the non-prevailing party, the amount of attorneys' fees shall not exceed the amount of compensatory damages. If no compensatory damages are awarded, the prevailing party is entitled to reasonable attorneys' fees, which entitlement and award shall not exceed the total amount • payable as Contractor's compensation under this Agreement. 13.2 Operations During Dispute. 13.2.1 In the event that a dispute, if any, arises between the City and the Contractor relating to this Agreement, or its performance or compensation, the Contractor agrees to continue to render service in full compliance with all terms and conditions of this Agreement as required by the City. 13.2.2 Notwithstanding any other 'provisions in this Agreement, whenever any service provided by the Contractor fails to meet City's reasonable approval, the City will have the right to terminate the Agreement seven (7) days after the date when the written notice was sent by City of the deficiency, if Contractor has not cured such deficiency within that time. ARTICLE 14 MISCELLANEOUS 14.1 Legal Representation. It is acknowledged that each party to this Agreement had the opportunity to be represented by counsel in the preparation of this Agreement, and accordingly, the rule that a contract shall be interpreted strictly against the party preparing same shall not apply to this Agreement due to the joint contributions • of both parties. 10 14.2 Records. Contractor shall keep such records and accounts and require • any and all subcontractors to keep records and accounts as may be necessary in order to record complete and correct entries as to personnel hours charged to this engagement, and any expenses for which Contractor may attempt to claim reimbursement. Such books and records will be available at all reasonable times for examination and audit by City and shall be kept for a period of three (3) years after the completion of all work to be performed pursuant to this Agreement. Incomplete or incorrect entries in such books and records will be grounds for disallowance by City of any fees or expenses based upon such entries. 14.3 Assignments, Subcontracts and Amendments. This Agreement, and any interests in it, shall not in whole or in part be assigned, subcontracted, transferred in any way or otherwise encumbered, under any circumstances, by Contractor without the prior written consent of City. For purposes of this Agreement, any change of ownership of or controlling interest in Contractor shall constitute an assignment which requires City approval. Violation of the terms of this paragraph shall constitute a breach of this Agreement by Contractor and City may, in its discretion, cancel this Agreement and all rights of Contractor under this Agreement will terminate. It is further agreed that no modification, amendment or alteration of the terms or conditions contained in this Agreement shall be effective unless contained in a written document executed by the authorized agents of the parties. ® 14.4 No Contingent Fees. Contractor warrants that it has not employed or retained any company or person, other than a bona fide employee working solely for the Contractor to solicit or secure this Agreement, and that it has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for Contractor any fee, commission, percentage, gift or other consideration contingent upon or resulting from the award or making of this Agreement. For the breach or violation of this provision, the City shall have the right to terminate the Agreement without liability and, in its discretion, to deduct from the Agreement price, or otherwise recover the full amount of such fee, commission, percentage, gift or consideration. 14.5 Notice. Whenever any party desires to give notice to the other party, it must be given by written notice, sent by certified United States mail, with return receipt requested, addressed to the party for whom it is intended. The places for giving of notice shall remain as set forth below until they shall have been changed by written notice in compliance with the provisions of this section. For the present, the Contractor and the City designate the following as the respective persons and places for giving of notice: City: Kenneth Koch, Building Official City of Dania Beach 100 West Dania Beach Boulevard Dania Beach, Florida 33004 11 Copy to: Thomas J. Ansbro, Esq. ® City Attorney Weiss, Serota, Helfinan, et al. 3100 Stirling Rd. Suite 300 Hollywood, Florida 33312 Contractor: Sheldon McCartney, President McCartney Construction 4800 SW 64 Avenue, Suite 109 Davie, FL 33314 14.6 Binding Authority. Each person signing this Agreement on behalf of either party individually warrants that he or she has full legal power to execute this Agreement on behalf of the party for whom he or she is signing, and is authorized to bind and obligate such party with respect to all provisions contained in this Agreement. 14.7 Headings. Headings in this Agreement are for the convenience of reference only and shall not be considered in any interpretation of this Agreement. 14.8 Exhibits. Each Exhibit referred to in this Agreement forms an essential part of this Agreement. The exhibits, if not physically attached, are treated as parts of this Agreement and are incorporated in it by this reference. 14.9 Severability. If any provision of this Agreement or application of it to any person or situation shall to any extent be held invalid or unenforceable, the remainder of this Agreement, and the application of such provisions to persons or situations other than those as to which it shall have been held invalid or unenforceable, shall not be affected, and shall continue in full force and effect, and shall be enforced to the fullest extent permitted by law. 14.10 Governing Law. This Agreement shall be governed by the laws of the State of Florida with venue lying in Broward County, Florida. 14.11 Extent of Agreement. This Agreement represents the entire and integrated agreement between the City and the Contractor and supersedes all prior negotiations, representations or agreements, either written or oral. 14.12 Waiver. Failure of the City to insist upon strict performance of any provision or condition of this Agreement, or to enforce any right contained in it, shall not be construed as a waiver or relinquishment for the future of any such provision, condition or right, but the same shall remain in full force and effect. 14.13 Conflict. In the event there is a conflict between any of the terms in any of the documents contained in any Exhibit to this Agreement and any terms of this • Agreement, the terms of this Agreement shall prevail. 12 ® IN WITNESS OF THE FOREGOING, the parties have set their hands and seals the day and year first written above. CITY: CITY OF DANIA BEACH, A Florida Municipal Corporation A ST: 'hu� C ARLENE JO N, CITY CLERK BOB ANTON, MAYOR APPROVED FO 0 AND CORRECTNESS: / "/ PA Y MANAGER BY: /� i -\\ ('N'� THO AS J. O, ITY ATTORNEY CONTRACTOR: McCARTNEY CONSTRUCTION COMPANY NAME CORPORATE SEAL: By (IF APPLICABLE) ;SIGN URE �r' PRINT NAME �2�fa TITLE STATE OF FLORIDA COUNTY OF BROWARD BEFORE ME, an officer ly aWhorized by law t administer oaths and take acknowledgments,personally appeared as , and as respectively, of Contractor, McCARTNEY CONSTRUCTION , a Florida Corporation, and acknowledged execution of the foregoing Agreement for the use and purposes mentioned in it and that the instrument is the act and deed of the Contractor. IN WITNESS O THE FOREGOING, I have set my hand and official seal at in the State and County aforesaid on o ,200 3. Notary"Public, State of Florida at Large My Commission Expires: MIRIAM NASSER Notary Public, State of Florida My comm. exp. July 9, 2007 Comm. No. DD 230214 13 Tuesday, August 26, 2003 4:27 PM McCartney Construction 954-689-7877 p.02 T . Historic Restoration f Construction • Commercial Construction V 1 CGC 010364 4800 S.W. 64"' Avenue . Suite 109 . Davie . FL 33314 (954) 689-7878 . (954) 689-7877 Fax August 26, 2003 Mr. Ken Koch City of Dania.Beach 100 West Dania Beach Boulevard Dania Beach, FL 33004 (954) 922-2687 fax Proposal For: Nyberg-Swanson House Mr. Koch Please add,.the following to the contract: 1. Alternate 1 - kitchen rehabilitation and remodel $ 19,680.00 2. Allowance to remove four ceiling fans and install four new light fixtures as selected by the architect $ 4,000.U0 3. Asbestos Testing $ 850.00 4. Additional budget to perform work in two phases while occupants remain in $ 10,484.00 building A. Construct temporary partitions B. Work areas affected includes demolition, painting, stenciling, electrical; floor finishing, clean up and general requirements C. Extend contract time 8 weeks TOTAL $ 3.5,014.00 CONTRACT AMOUNT $ 170,21-0.00 ITEMS 1, 2, 3 AND 4 ABOVE $ 35,014.00 REVISED CONTRACT AMOUNT $ 205,224.00 -'� 8126/03 SrreTdoyYMcCartney, President Date Own r Date i Agenda Request Form City of Dania Ejeach Agenda Item: Date of Commission meeting: 8/12/2003 Description of Agenda Item: Approval of McCartney Construction Bid for Renovations to Nyberg-Swanson House Commission action being requested: Adopt Resolution or Ordinance ® Expenditure ❑ Award BID/ RFP Presentation ❑ General approval of item ❑ Continued from meeting sp, Q ether(Please explain) s: 0�' Surrmaryxplanat"ion andibac'kground Historic Preservation Grant was awarded,in the amount of$200,000 with a match from the City of $97,525 for architectural and renovations to the Nyberg-Swanson House. This was approved through • Resolution #2001-136 and Resolution#2002-075. The RFP was advertised and committee is requesting approval from Commission to award contract to McCartney Construction in an amount of $170,216.00. This bid was the lowest received and with best qualifications. exh�blts addd�t�onabackupmateriAttahed als(Please"list); Resolution #2001-136 and Resolution #2002-075 - Electronic Attachment Resolution -electronic attachment Memo regarding bids for project- Paper attachment For purchasing requests ONLY Department: Amount: $170,216.00 Fund: General: ❑ Water: ❑ Sewer: ❑ Stormwater: ❑ Grants: ® Capital: ❑ Account Name: Building Account Number: 103-79-1042-56-620 Submitted by: btemchuk Date: 7/10/2003 Department Director. Bonnie Temchuk Date: 7/10/2003 Admin. Services Director: Date: . Finance Director. Patricia Varney Date: 7/10/2003 City Manager: Ivan Pato Date: 7/10/2003 RESOLUTION NO. 2002-075 A RESOLUTION OF THE CITY OF DANIA BEACH, FLORIDA, AUTHORIZING THE CITY MANAGER TO CONTRACT FOR ARCHITECTURAL AND ENGINEERING SERVICES UNDER THE NYBERG-SWANSON HOUSE PHASE II HISTORIC PRESERVATION GRANT AWARD IN AN AMOUNT NOT TO EXCEED $48,932.00, IN ACCORDANCE WITH RESOLUTION NO. 2001-136; WITH THE SOLE PROVIDER, ANTHONY ABBATE ARCHITECT PA, WITHOUT COMPETITIVE BIDDING AND WITHOUT ADVERTISEMENT FOR BIDS; PROVIDING FOR CONFLICTS; FURTHER, PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Charter of the City of Dania Beach, Part III, Article 3, Section 4, Subsection (J), provides that during unusual conditions or emergencies, the City Commission may, by resolution, authorize the purchase by the city Manager of designated supplies, services, equipment and materials in amounts in excess of fifteen thousand dollars ($15,000.00) without competitive bids and without advertisement for bids; and WHEREAS, the City Manager has determined that it is necessary to purchase designated services; and • WHEREAS, the City Manager has determined that such services can be rendered to the City with the most experienced performance from Anthony Abbate Architect PA in an amount not to exceed $48,932.00, attached as Exhibit A; and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA. Section 1: That the City Manager is hereby authorized to sign a contract between the City of Dania Beach and Anthony Abbate Architect PA for the architectural and engineering services in an amount not to exceed $48,932.00, attached as Exhibit A. The City Manager and City Attorney are authorized to make minor revisions to said exhibits as are deemed necessary and proper for the best interests of the City. Section 2. That this resolution shall be in force and take effect immediately upon its passage and adoption. 1 RESOLUTION NO. 2002-075 PASSED AND ADOPTED THIS 28" DAY OF MAY, 2002. JJ J OB RT CHUNN, JR. MAY R-COMMISSIONER ATTEST: ROLL CALL: COMMISSIONER BERTINO - YES COMMISSIONER MCELYEA - YES C ARLENE JO SON COMMISSIONER MIKES - YES CITY CLERK VICE-MAYOR FLURY - YES MAYOR CHUNN -YES APPROVED AS TO I RM AND CORRECTNESS: BY: ' THO AS_J.YEN BRO CITY ATTORNE 2 RESOLUTION NO. 2002-075 RESOLUTION NO. 2001-136 • A RESOLUTION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE GRANT AWARD AGREEMENT AND ADDENDUM BETWEEN THE CITY OF DANIA BEACH AND STATE OF FLORIDA, DEPARTMENT OF STATE, DIVISION OF HISTORICAL RESOURCES, FOR THE RENOVATION OF THE HISTORIC NYBERG-SWANSON HOUSE PHASE II; AUTHORIZING THE CITY MANAGER TO EXECUTE ALL DOCUMENTS AS THE AUTHORIZED REPRESENTATIVE OF THE CITY FOR GRANT NO. SC248; PROVIDING FOR CONFLICTS; FURTHER, PROVIDING FOR AN EFFECTIVE DATE. BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA; Section 1. That certain Grant Award Agreement and Addendum between the City of Dania Beach and the Florida Department of State, Division of Historical Resources, for the renovation of the historic Nyberg-Swanson House Phase II, in substantial form as Exhibit "A", attached, is approved and made a part of this resolution. Section 2. That the City Manager, as authorized representative of the City of Dania Beach, may execute all documents with the Florida Department of State, Division of Historical Resources, for the renovation of the Nyberg-Swanson House Phase II. Section 3. That all resolutions or parts of resolutions in conflict with this resolution are repealed to the extent of such conflict. Section 4. That this resolution shall be in force and take effect immediately upon its passage and adoption. PASSED AND ADOPTED on the 14th day of August, 2001. Z PATRICIA FLURY MAYOR — COMMISSIONER A EST: ROLL CALL: COMMISSIONER BERTINO -ABSENT COMMISSIONER MCELYEA - YES CHARLENE JO N ON COMMISSIONER MIKES - YES ACTING CITY CLERK VICE-MAYOR CHUNN - YES MAYOR FLURY - YES APPROVED AS TO F �m AND CORRECTNESS: BY: THO,MAS J. ANSBIRO CITY ATTORNEY RESOLUTION NO. 2001-136 Lemorandum To: Pat Varney, Finance Director CC: Bonnie Temchuck, Assistant to the Manager - From: Ken Koch Date: 6/18/2003 r., c_ p E L 1 7 � �G, 7 Re: Nyberg-Swanson Restoration, Phase H This project was advertised and bids were received and opened by me and witnessed by Nanci Denny on June 11,2003. There were five respondants: • McCartney Construction • Coral-Tech Associates • Frank Hill Construction • Lobban Construction • Worth Contracting The five bids were reviewed for the content of the submittal and the price proposed by both the architect and myself. One of the criteria required was to show proof of having done similar work in the past. Neither Frank Hill nor Lobban submitted any history or references. Coral- Tech's submittal, while very comprehensive, also did not include reference to similar work. Worth submitted information that included only one reference to similar work. Only McCartney's package had proof of similar work on historic projects. McCartney's proposed price was the lowest submitted. • McCartney $170,216.00 • Frank Hill $191,060.00* • Worth Contracting $195,150.00 June 18, 2003 • Lobban Construction $216,000.00 S Coral-Tech Associates $227,328.00* * Adjusted for Alternates This project has a budget of$248,000.00. All respondents were within the budgeted amount. This project is funded through a grant coordinated by Bonnie Temchuck. Based on our review of all pertinent criteria and the package price, both the architect (Anthony Abbate) and I agree that this bid should be awarded to McCartney Construction. Please take a few moments to review the attached reviews and prepare this for presentation to the commission for their approval. Please contact me should you have any questions or need to review the bid packages that we received. • • 2 BID TABULATION FORM BID OPENING DATE: June 12, 2003 TIME: 3:30 p.m. 0PROJECT NAME: Nyberg/Swanson Renovation PRESENT AT BID OPENING: (SIGN-IN SHEET MAY BE ATTACHED) D\Gne Ga-A-bf-v a r. r0r-aX- f!Et 753-7Z57L LSD a� SN�t�o�► /►,c V-AVICgiY,.�tV P p-n to i- 7,P7R f9,r 9r/ 10149- 7-'7� THE FOLLOWING BIDS \NE E RECEIVED 0 THI= ,&OVA DATE AND OPENED BY NO. VENDOR BOND BASE BID 1A �j 2 ��- -� ASW , a say 3 I< I-H Lt 0'f)P'v- A I '8 o . g'P Dco. 00 5 6 7 8 9 10 11 AFTER THE BID OPENING, THE BIDS WERE TURNED OVER TO THE FOLLOWING BID COMA MEMBERS FOR REVIEW AND TABULATION: .i McCARTHEY • HISTORIC RESTORATION Construction • COMMERCIAL CONSTRUCTION CGC 010364 4800 SOUTHWEST 64th AVENUE • SUITE 109 DAVIE, FLORIDA 33314 (954) 689-7878 FAX (954) 689-7877 BID FORM PART l: THE PROJECT AND THE PARTIES 1.01 TO: Charlene Johnson, City Clerk City of Dania Beach 100 West Dania Beach Boulevard Dania Beach, FL 33004 1.02 FOR: Repairs and Restoration of the Nyberg-Swanson House, Phase II 1.03 DATE:- June 12, 2003 1.04 SUBMITTED BY: A. Bidder's Full Name McCartney Construction 1.Address 4800 SW 64 Avenue, Ste 109 2. City, State, Zip Davie, F, 33314 1.05 OFFER A. Having examined the Place of The Work and all matters referred to in the Instructions to Bidders and the Contract Documents prepared by Anthony Abbate Architect for the above mentioned project we the undersigned hereby offer to enter into a Contract to perform the Work for the Sum of: B.One Hundred Seventy Thousand Two Hundred Sixteen xx/100 dollars ($ 170,216.00 ), in lawful money of the United States of America. C.We have included the required security deposit as required by the Instruction to Bidders. — N/A D. All applicable federal taxes are included and State of Florida taxes are included in the Bid Sum. 1.06 ACCEPTANCE A.This offer shall be open to acceptance and is irrevocable for sixty days from the bid closing date. B. If this bid is accepted by City of Dania Beach within the time period stated above, we will: 1. Execute the Agreement within fifteen days of receipt of Notice of Award. 2. Furnish the required bonds within fifteen days of receipt of Notice of Award. 3. Commence work within thirty days after written execution of Contract of this bid. 1.07 CONTRACT TIME A. If this Bid is accepted,we will: B. Complete the Work in 180 calendar days from date of Commencement. 1.08 CHANGES TO THE WORK A. When Architect establishes that the method of valuation for Changes in the Work will be net cost plus a percentage fee in accordance with General Conditions, our percentage fee will be: 1. 15% percent overhead and profit on the net cost of our own Work; • 2 15% percent on the cost of work done by any Subcontractor. B. On work deleted from the Contract, our credit to City of Dania Beach shall be Architect- approved net cost plus 0 of the overhead and profit percentage noted above. 1.09 ADDENDA A. The following Addenda have been received. The modifications to the Bid Documents noted below have been considered and all costs are included in the Bid Sum. 1. Addendum # 1 Dated 5/22/03 2. Addendum # 2 Dated 6/11/03 1.10 BID FORM SUPPLEMENTS A. The following information is included with Bid submission 1. Altematives: $19,680.00 $1,740.00 B. The following Supplements are attached to this Bid Form and are considered an integral part of this Bid Form: 1. Document 00433—Supplement C—Alternatives: Include the cost variations to the Bid Sum applicable to the Work as described in the documents. 2. Document 00435—Supplement E- Cost Breakdown identifies the Bid Sum segmented into portions as requested. 11 BID FORM SIGNATURE(S) • The Corporate Seal of McCartney Construction (Bidder-print the full name of your firm) was hereunto affixed i e presence of: Sheldo McCartney, President (Seal) (Authoriz6d sig i g officer, Title) Shel McCartney, President Printed Name 1.12 IF THE BID IS A JOINT VENTURE OR PARTNERSHIP,ADD ADDITIONAL FORMS OF EXECUTION FOR EACH MEMBER OF THE JOINT VENTURE IN THE APPROPRIATE FORM OR • FORMS AS ABOVE. e SUPPLEMENT C-ALTERNATIVES PARTICULARS 1.01 The following is the list of Alternatives referenced in the bid submitted by: 1.02 (Bidder) McCartney Construction 1.03 TO the City of Dania Beach, Florida 1.04 Dated 6/1 2/n-1 and which is an integral part of the Bid Form. ACCEPTANCE OF ALTERNATIVES A. Alternatives quoted on Bid Forms will be reviewed and accepted or rejected at City of Dania Beach's option. Accepted alternatives will be identified in the Owner-Contractor Agreement B. Coordinate related work and modify surrounding work to integrate the Work of each altemative. ALTERNATIVES UST 2.01 The following amounts shall be added to or deducted from the Bid Amount 2.02 Alternative#1: Kitchen Rehabilitation and Remodel, as indicated on Sheets A1.1,AA1.5, AA1.6, D1.2, ME1.2 and related Specifications. d (Deduct)$ 19,680.00 2.03 Attemative#2: Metal Collar Ties at Second Floor, as indicated on Sheet S1.1 and related Specifications. Ad Deduct)$ 1 ,740.00 END OF SUPPLEMENT C • D R n SUPPLEMENT E -COST BREAKDOWN PARTICULARS 1.01 The following is a Cost Breakdown referenced in the bid submitted by: 1.02 (Bidder) McCartney Construction 1.03 TO:City of Dania Beach 1.04 Dated 6/12/03 and which is an integral part of the Bid Form. 1.05 The scope of work shall conform to the State of Florida Historic Preservation Grant Award Agreement Special Category Grant No. SC248. ITEM DESCRIPTIONS 2.01 Item #1: A. Description: Selective Demolition. B. Overhead Included. C. Value: $ 5,452.00 2.02 Item #2: A. Description: Restoration of interior doors. B. Overhead Included. • C. Value: $ 4,200.00 2.03 Item#3: A. Description: Restoration and remodel of rear porch. B. Overhead Included. C. Value: $25,100.00 2.04 Item #4: A. Description: Storm shutters. B. Overhead Included. C. Value: $4.408.00 2.05 Item #5: A. Description: Remodel of first floor bathroom and removal of second floor bathroom. B. Overhead Included. C. Value: $16,600.00 2.06 Item #6: A. Description: Renewal and repairs to interior finishes and trim. B. Overhead Included. C. Value: $15,600.00 . 2.07 Item #7: A. Description: Repairs and remodel of kitchen. B. Overhead Included. C. Value: $190.680_nn 2.08 Item #8: A. Description: Miscellaneous carpentry repairs. B. Overhead Included. C. Value: $1 ,450.00 2.09 Item#9: A. Description: Painting. B. Overhead Included. C. Value: $ 11 ,484.00 • AC#0 7 0 7 3 8 2 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEC#L02112200375 The GENERAL CONTRACTOR • Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2004 ` ' :.r,YYJ:•ram.•. MCCARTNEY, SHELDON W 6 MCCARTNEY CONSTRUCTION COMPANY ' 4800 SW 64TH AVE SUITE 109 DAVIE FL 33314 " JEB BUSH RIM BINRLEY-SEVER GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY IB TRANS FROM ieo-9634faowd of County Commisalonen,Broward County Florida — 00997 13ROWARD COUNTY OCCUPATIONAL LICENSETAX RENEW ON OR BEFORE FORM No. FOR PERIOD OCTOBER 1.2002THRU BER 30,2003 SEPTEMBER 30.2003 401.2MAC 25-061 - PENALTIES IF_,AIQ-iSK RENEWAL 0 TRANSFER SEC 0 18 / 180 TAX 27.00 OCT.-10% r+��+`v BACK TAX DEC.-20% •ARM DEC.31-2% •Pius Tax colbCion Fee of up to$25.00 p NEW DATE BUSINESS OPENED FENAM Based an Cost of Ucertee d Paid T.C.FEE On or After Notetnber 30.2=1 STATE OR COUNTY CERTIREO a CGCOi 0364 TRAKSM ausimu Loatim Address: ACCOUNT NUMBER 4800 aw 64 AVE i09 TDTAL 27.00 DAVIE 33314-0000 180-00048v2 FUSINESS PHONE: (9`.r4)463-4 446 r MCCARTNEY CONSTRUCTION CD BHELDON ..MCCARTMEY THIS LICENSE MUST BE CONSPICUOUSLY DISPLAYED 4800 SW 64 AVE 9109 TO PUBLIC VIEW AT THE LOCATION ADDRESS ABOVE. DAVIE' FL 33314-0000 BR TYPE OF LICENSE TAX PAID cMp GENERAL CONTRACTOR !O 'UNITS 'a BROWARD COUNTY REVENUE COLLECTOR Z®®2 a Z®®� / 115 S.Andrews Avenue,Governmental Center Annex FORT LAUDERDALE,Fl.33301 PAYMENT RECENED AS VAUDATED ABOVE -SEE BACK FORTRANSFER INFORMATION PAID 08/15/02 9004002.0001 27.00 �, OCCUPATIONAL LICENSE D1E NAME AND LOCATION OF LICENSE FIRST cLAss PRESORTED MCCARTNEY CONSTRUCTION us PosTADE 4800 SW 64 AVE 109 PAID DAVIE FL 33314 PERMIT No.72 osPREv,FL P.O.BOX 5917 DAVIE.FL 33310-5917 CONTROL NO. LICENSE TYPE IOEGINNING ENDING ON PHONE NUMBER 0013961 IREGULAR 10/01/2002 9/30/2003 954-689-7676 LICENSE et 1 CODE I DESCRIPTION . 03-16796 05800 CONTRACTOR: GENeR1=S.8L0G Reference: MAILING ADDRESS SHELDON 4CCARTNEY MCCARTNEY CCP:STF.UCTJON 4800 SW 64 AVE 109 DAVIE FL 33314 .....:!411!t L!!tiitl tiinl intiuliilitlt!1 nnI 11!. i NeCARTNEY • HISTORIC RESTORATION Construction • COMMERCIAL CONSTRUCTION CGC 0103" 4800 SOUTHWEST 64th AVENUE • SUITE 109 DAVIE, FLORIDA 33314 (954) 689-7878 • FAX (954) 689-7877 HISTORIC RESTORATION PROJECTS The following projects were successfully completed or are presently under construction. 1. PROJECT NAME: MIAMI CITY HALL COMMISSION CHAMBERS DESCRIPTION: Historical restoration of original Pan American Terminal. Work included historic painting,millwork,doors,electrical, HVAC,carpentry, glass, terrazzo and fire alarm. ® LOCATION: 3500 Pan American Drive, Miami, FL 33133 OWNER/REP: City of Miami (305) 416-1208 Genady Beylin PRICE: $1,160,259 TIME: 9 months 2. PROJECT NAME: TOWN OF LAKE PARK-TOWN HALL DESCRIPTION: Complete restoration of interior. Work included millwork, doors,wood floors, electrical, HVAC, plumbing, ceramic tile, and flooring. LOCATION: 535 Park Avenue, Lake Park, FL 33403 OWNER/REP: Town of Lake Park (561) 881-3303 Hoa Hoang PRICE: $1,377,258 TIME: 16 months • 3. PROJECT NAME: PEELE DIXIE WATER TREATMENT PLANT DESCRIPTION: Interior and exterior restoration of original water treatment buildings including doors, windows, plaster, stucco, roofing, electrical, HVAC, flooring, waterproofing, and structural repairs. Exterior and interior historical painting and cypress ceiling restoration were also part of the project. LOCATION: 1500 South State Road 7, Fort Lauderdale, FL 33317 OWNER/REP: City of Fort Lauderdale (954) 828-5162 Alan Gavazzi PRICE: $1,563,578 TIME: 15 months 4. PROJECT NAME: OLD MIAMI CITY HALL DESCRIPTION: Restoration of 1"and 2"d Floor Lobby,ADA improvements to restrooms and refurbishing of elevators. LOCATION: 1130 Washington Avenue, Miami Beach, FL OWNER/REP: City of Miami (305) 673-7490 PRICE: $530,968 TIME: 14 months 5. PROJECT NAME: MIAMI EDISON MIDDLE SCHOOL DESCRIPTION: Restoration of three buildings including a gymnasium, auditorium and administration. Work includes repairing structural cracks, restoring plaques, stairs,copper doors and ornamental plaster. Seating panels, plaques and ornamental rope are being historically painted. LOCATION: 6101 Northwest 2nd Avenue, Miami, Florida OWNER/REP: TAP - 3D1 (305) 757-1998 Paul Joyal, Senior Project Manager PRICE: $625,000 TIME: 18 months 6. PROJECT NAME: OLD DAVIE SCHOOL PHASE II • DESCRIPTION: 7,000 square foot interior restoration including installation of elevator, refinishing of wood floors, replacement of plaster and site work. LOCATION: 6650 Griffin Road, Davie, Florida OWNER/REP: The Town of Davie/Davie School Foundation (954) 797-1044 Mary Delborrello PRICE: $209,000 TIME: 6 months 7. PROJECT NAME: BRICKELL STATION AT LAS OLAS RNERFRONT DESCRIPTION: Complete restoration of three buildings totaling 25,000 square feet. This project includes extensive structural repairs including replacement of two 3 story walls, removal of floor slabs, installation of 120 auger pilings, new steel frame structure to support floors and exterior walls and installation of structural concrete floors. LOCATION: 201, 203, 211 Southwest 1st Avenue, Fort Lauderdale, Florida OWNER/REP: Historic Development Ltd. (954) 522-5222 Harold Adelman, Project Manager PRICE: $1,587,000 TIME: 20 months 8. PROJECT NAME: THE ART&CULTURE CENTER OF HOLLYWOOD DESCRIPTION: Restoration and elevator addition to historic funeral home to convert it to an art gallery. LOCATION: 1650 Harrison Street, Hollywood, Florida OWNER/REP: Berry&Calvin, Inc. (954) 921-7781 John W. Calvin, Construction Coordinator PRICE: $336,000 TIME: 5 months 9. PROJECT NAME: OLD DAVIE SCHOOL PHASE I DESCRIPTION: 7,000 square foot exterior restoration, structural repairs, construction of interior elevator shaft, electrical, HVAC, plumbing,windows, interior woodwork, doors and restoration of restrooms. LOCATION: 6650 Griffin Road, Davie, Florida OWNER/REP: The Town of Davie/Davie School Foundation (954)797-1044 Mary Delborrello PRICE: $489,000 is TIME: 12 months 10. PROJECT NAME: THE HENRY MORRISON FLAGLER MUSEUM • DESCRIPTION: 18,759 square foot renovation and restoration of West Wing. Work- included structural repairs, new columns,arches,ornamental concrete restoration, changing elevation of interior slab, new terrace and stairs. LOCATION: One Whitehall Way, Palm Beach, Florida OWNER/REP: The Henry Morrison Flagler Museum (561) 655-2833 Charles B. Simmons, Director PRICE: $828,000 TIME: 9 months 11. PROJECT NAME: OLD DILLARD HIGH SCHOOL DESCRIPTION: 9,434 square foot restoration of Mediterranean Revival style school building. Work included exterior restoration, structural repairs, construction of interior elevator shaft, electrical, HVAC, plumbing, windows, interior woodwork, doors and restoration of restrooms. LOCATION: 1001 Northwest 4th Street, Fort Lauderdale, Florida OWNER/REP: The School Board of Broward County (954) 765-6309 Steve Dowling, Facilities Project Manager PRICE: $520,000 TIME: 15 months 12. PROJECT NAME: RNERWALK CENTRE DESCRIPTION: 25,254 square foot exterior remodeling and restoration of 1924 office building and storefronts. LOCATION: 211 Southwest 2nd Street, Fort Lauderdale, Florida OWNER/REP: Riverwalk Centre Ltd. Architect Les Beilinson (954) 559-1250 PRICE: $89,000 TIME: 8 months 13. PROJECT NAME: MIZNER COMMONS DESCRIPTION: 20,000 square foot interior improvements to an Addison Mizner designed building. LOCATION: Two East Camino Royal, Boca Raton, Florida OWNER/REP: Mizner Associates, Ltd. Charles Smith, Partner (561) 393-6570 PRICE: $440,000 TIME: Project was completed in various stages between 9/87 and 3/90 14. PROJECT NAME: YOUNG/ZELLER MANSION DESCRIPTION: 4,000 square foot remodeling and restoration of historic residence that was owned by the founder of the City of Hollywood. LOCATION: 1055 Hollywood Boulevard, Hollywood, FL OWNER/REP: Architect Jeff Falkanger&Associates, Inc. (954) 764-6575 PRICE: $220,000 TIME: 4 months 15. PROJECT NAME: TOWN OF PALM BEACH NORTH FIRE STATION DESCRIPTION: 12,000 square foot renovation, addition and restoration of Mediterranean style three store firehouse. LOCATION: 300 North County Road, Palm Beach, Florida OWNER/REP: Architect Jeff Falkanger&Associates, Inc. (954) 764-6575 PRICE: $1,054,000 TIME: 17 months 16. PROJECT NAME: NEW RIVER COURT DESCRIPTION: 6,500 square foot office building renovation and exterior renovation. LOCATION: 300 Southwest 2nd Street, Fort Lauderdale, Florida OWNER/REP: Temple, Ropes, Shubin & Benson (954) 525-6600 John Ropes PRICE: $284,000 TIME: 8 months ,1 Anthony Abbate Architect Nyberg Swanson House 4/13/2003 SECTION 00410 BID FORM PART I: THE PROJECT AND THE PARTIES y 1.01 TO: Charlene Johnson, City Clerk City of Dania Beach 100 West Dania Beach Boulevard Dania Beach, FL 33004 tt' 1.02 FOR: Repairs and Restoration of the Nyberg-Swanson House, Phase II 1.03 DATE: June 1 2, 2 0 0 3 (BIDDER TO ENTER DATE) 1.04 SUBMITTED BY: (BIDDER TO ENTER NAME AND ADDRESS) A. Bidder's Full Name Frank Hill Construction,Inc. 1..Address 267 §T-12th Street 2. City, State,Zip Dania B ach-,,Florida 33004 1.05 OFFER A. Having examined the Place of The Work and all matters referred to in the Instructions to Bidders and the Contract Documents prepared by Anthony Abbate Architect for the above mentioned x project we the undersigned hereby offer to enter into a Contract to perform the Work for the Sum of: B Two Hundred & Eighteen Thousand Four Hundred Dollars dollars ($ 218, 4 0 0. 0 0 ), in lawful money of the United States of America. C. We have included the required security deposit as required by the Instruction to Bidders. D.All applicable federal taxes are included and State of Florida taxes are included in the Bid Sum. 1.06 ACCEPTANCE A. This offer shall be open to acceptance and is irrevocable for sixty days from the bid closing date. B. If this bid is accepted by City of Dania Beach within the time period stated above,we will: 1. Execute the Agreement within fifteen days of receipt of Notice of Award. 2. Furnish the required bonds within fifteen days of receipt of Notice of Award. 3. Commence work within thirty days after written execution of Contract of this bid. Yf 1.07 CONTRACT TIME A. If this Bid is accepted,we will: 180 Days B. Complete the Work in 180 calendar days from date of Commencement. 1.08 CHANGES TO THE WORK A. When Architect establishes that the method of valuation for Changes in the Work will be net cost plus a percentage fee in accordance with General Conditions, our percentage fee will be: 00410 -BID FORM 1 d APS Anthony Abbate Architect Nyberg Swanson House 4/13/2003 ' 1 2 0 percent overhead and profit on the net cost of our own Work; '` 2 2 5% percent on the cost of work done by any.Subcontractor. B. On work deleted from the Contract, our credit to City of Dania Beach shall be Architect- approved net cost plus 2 0% of the overhead and profit percentage noted above. 1.09 ADDENDA A. The following Addenda have been received. The modifications to the Bid Documents noted below have been considered and all costs are included in the Bid Sum. 1. Addendum# 1 Dated - 5/2 2/2 0 0 3_ u 2. Addendum# 2 Dated 6/1 1 /2 o o 3 1.10 BID FORM SUPPLEMENTS . A.The following information is included with Bid submission 1. Alternatives: According to Addenda_ #1 add $1,; 4r;n nn t-n rh;mney if needed B. The following Supplements are attached to this Bid Form and are considered an integral part of this Bid Form: 1. Document 00433—Supplement C—Alternatives: Include the cost variations to the Bid Sum applicable to the Work as described in the documents. 2. Document 00435—Supplement E-Cost Breakdown identifies the Bid Sum segmented into portions as requested. 11 BID FORM SIGNATURE(S) • The Corporate Seal of Frank Hill Construction, Inc. (Bidder-print the full name of your firm) was hereunto affixed in the presence of: Karen Davalos (Authorized signing officer,Title) (Seal) , i President (Au rize signing officer,Title) Frank Hill Printed Name 1.12 IF THE BID IS A JOINT VENTURE OR PARTNERSHIP,ADD ADDITIONAL FORMS OF EXECUTION FOR EACH MEMBER OF THE JOINT VENTURE IN THE APPROPRIATE FORD OR FORMS AS ABOVE. END OF SECTION ` 00410-BID FORM - 2 Anthony Abbate Architect Nyberg Swanson House 4/2/2003 SECTION 00433 SUPPLEMENT C-ALTERNATIVES PAR11CULARS m' 1.01 The following is the list of Alternatives referenced in the bid submitted by: 1.02 (Bidder) Egal2k�Hi �'..._n=.trJ,r -iQn Inc. 1.03 TO the City of Dania Beach, Florida f' 1.04 Dated 6/12/2 0 0 3 and which is an integral part of the Bid Form. ACCEPTANCE OF ALTERNATIVES A Alternatives quoted on Bid Forms will be reviewed and accepted or rejected at City of Dania Beach's option. Accepted alternatives will be identified in the Owner-Contractor Agreement. B. Coordinate related work and modify surrounding work to integrate the Work of each alternative. r ALTERNATIVES LIST 2.01 The following amounts shall be added to or deducted from the Bid Amount. 2.02 Alternative S 1: Kitchen Rehabilitation and Remodel, as indicated on Sheets A1.1,AA1.5, WA g D1.2, ME1.2 and related Specifications. (Add)(Deduct)$2 6. 10 0.0 0 Dgdi ,L,,__ 2.03 Alternative#2: Metal Collar Ties at Second Floor, as indicated on Sheet S1.1 and related Specifications. . (Add)(Deduct)$ 940. 00 Deduct END OF SUPPLEMENT C 1 qqa 00433- 1 SUPPLEMENT C-LIST OF ALTERNATIVES Page 1 of 1 Anthony Abbate Architect Nyberg Swanson House 4/2/2003 SECTION 00435 SUPPLEMENT E -COST BREAKDOWN i PARTICULARS i i 1.01 The following is a Cost Breakdown referenced in the bid submitted by: I 1.02 (Bidder) Frank Hill -Construction,, Inc- 1.03 TO: City of Dania Beach ; 1.04 Dated 6/12/2 0 0 3and which Is an integral part of the Bid Form. I 1.05 The scope of work shall conform to the State of Florida Historic Preservation Grant Award Agreement Special Category Grant No. SC248. i ITEM DESCRIPTIONS I 2.01 Item#1: A. Description: Selective Demolition. B. Overhead Included. C. Value: $ 5, 600. 00 I 2.02 Item#2: A. Description: Restoration of interior doors. B. Overhead Included. C. Value: $ 5, 800. 00 2.03 Item#3: A. Description: Restoration and remodel of rear porch. P B. Overhead Included. C. Value: $22' 500. 00 2.04 Item#4: A. Description: Storm shutters. p B. Overhead Included. p C. Value: $6, 8 0 0. 0 0 2.05 Item#5: A. Description: Remodel of first floor bathroom and removal of second floor bathroom. QB. Overhead Included. C. Value: $2 2, 8 0 0. 0 0 2.06 Item#6: A. Description: Renewal and repairs to interior finishes and trim. B. Overhead Included. C. Value: $4 8, 2 0 0,0 0 2.07 Item#7: 00435- 1 SUPPLEMENT E-COST BREAKDOWN Page 1 of 2 " Anthony Abbate Architect Nyberg Swanson House 4/2J2003 A. Description: Repairs and remodel of kitchen. B. Overhead Included. h C. Value: $2 6, 4 0 0.0 0 2.08 Item#8: A. Description: Miscellaneous carpentry repairs. B. Overhead Included. T C. Value: $ 00:00 2.09 Item#9: A. Description: Painting. p'4 B. Overhead Included. C. Value: $ 19, 200.00 P L 00435-2 SUPPLEMENT E-COST BREAKDOWN Page 2 of 2 Anthony Abbate Archnect Nvberg Swanson House , 4;.0/200., SECTION 00410 • BID FORM PART 1: THE PROJECT AND THE PARTIES 1.01 TO: Charlene Johnson, City Clerk City of Dania Beach 100 West Dania Beach Boulevard Dania Beach, FL 33004 1.02 FOR: Repairs and Restoration of the Nyberg-Swanson House, Phase 11 1.03 DATE: June 10, 2003 (BIDDER TO ENTER DATE) 1.04 SUBMITTED BY: (BIDDER TO ENTER NAME AND ADDRESS) A.-Bidder's Full Name Worth Contracting, Inc. i. Address 2112 Jernigan -Rd. 2. Cite, State, Zip Jacksonvil e, L 7220/ 1.05 OFFER. A. Having examined the Piace of The Work and all matters referred to in the Instructions to Bidders and the Contract Documents prepared by Anthony Abbate Architect for the above mentioned project we the undersigned hereby offer to enter into a Contract to perform the Work for the Sum B. ONE HUNDRED NINETY FIVE THOUSAND ONE HUNDRED FIFTY DOLLARS oollars (S 195,150.00 ) in lawful money of the United States of America. C. We have included the required security deposit as required by the instruction to Bidders. D. All applicable federal taxes are included and State of Florida taxes are included in the Bid Sum. 1.06 ACCEPTANCE A. This offer shall be open to acceptance and is irrevocable for sixty days from the bid closing date. B. If this bid is accepted by City of Dania Beach within the time period stated above, we will: 1. Execute the Agreement within fifteen days of receipt of Notice of Award. 2. Furnish the required bonds within fifteen days of receipt of Notice of Award. 3. Commence work within thirty days after written execution of Contract of this bid. 1.07 CONTRACT TIME A. If this Bid is accepted, we will: S. Complete the Work in 180 calendar days from date of Commencement. 1.08 CHANGES TO THE WORK A. When Architect establishes that the method of valuation for Changes in the Work will be net cost plus a percentage fee in accordance with General Conditions, our percentage fee will be: 00410-BID FORM 1 Anthony Abbate Architect Nyberg Swanson House 4/13/2003 1. I percent overhead and profit on the net cost of our own Work; 2. V b/ percent on the cost of work done by any Subcontractor. S. On work deleted from th�P� ct our credit to City of Dania Beach shall be Architect- approved net cost plusthe, overhead and profit percentage noted above. im ADDENDA A. The following Addenda have been received.The modifications to the Bid Documents noted below have been considered and all costs are included in the Bid Sum. 1. Addendum# 1 Dated May 22, 2003 2. Addendum# 2 Dated DUNE 11, 2003 1.10 BID FORM SUPPLEMENTS A. The following information is included with Bid submission 1. Alternatives: u' �' 3 B. The following Supplements are attached to this Bid Form and are considered an integral part of this Bid Form: 1. Document 00433—Supplement C—Alternatives: Include the cost variations to the Bid Sum applicable to the Work as described in the documents. 2. Document 00435—Supplement c- Cost Breakdown identifies the Bid Sum segmented into portions as requested. 11 BID FORM SIGNATURE(S) The Corporate Seal of T Worth Contracting, Inc. C;Q.O (Bidder- print the full name of your firm) •V . 'C' SEAL was hereunto affixed in the presence of: ® ' /� 3 1979 :;n Aii „6i,,,. Katherine Garces Worth, President (Authorized signing officer,Title) (Seal) e s ident (Authorized signing officer,Title) Katherine Garces Worth Printed Name 1.12 IF THE BID IS A JOINT VENTURE OR PARTNERSHIP,ADD ADDITIONAL FORMS OF EXECUTION FOR EACH MEMBER OF THE JOINT VENTURE IN THE APPROPRIATE FORM OR FORMS AS ABOVE. — END OF SECTION 00410—BID FORM 2 Anthony Abbate Architect - Nyberg Swanson House 412I2003 SECTION 00435 SUPPLEMENT E - COST BREAKDOWN PARTICULARS 1.01 The following is a Cost Breakdown referenced in the bid submitted by: 1.02 (Bidder) Worth Contracting, Inc. 1.03 TO: City of Dania Beach 1.04 Dated, 06/10/03 and which is an integral part of the Bid Form. 1.05 The scope of work shall conform to the State of Florida Historic Preservation Grant Award Agreement Special Category Grant No. SC248. ITEM DESCRIPTIONS 2.01—Item#1: A. Description.: Selective Demolition. B. Overhead included. C. Value: 27,000.00. 2.02 Item n: A. Description: Restoration of interior doors. Overhead Included. C. Value: 3,950.00 ® 2.03 Item#3: A. Description,: Restoration and remodel of rear porch. B. Overhead Included. C. Value: S 59,000.00 2.04 Item#4: A. Description: Storm shutters. B. Overhead Included. C. Value: S 6,500.00 2.05 Item#5: A. Description: Remodel of first floor bathroom and removal of second floor bathroom. B. Overhead Included. C. Value: S 40,000.00 2.06 Item#6: A. Description: Renewal and repairs to interior finishes and trim. B. Overhead Included. C. Value: 19,000.00 2.07 Item#7: 00433-1 SUPPLEMENT E_- COST BREAKDOWN Page 1 of 2 Anthony Abbate Architect - Nyberg Swanson House 4rMDD3 A. Description: Repairs and remodel of kitchen. B. Overhead Included. C. Value: 5 18.500.00 v 2.08 Item#8: A. Description: Miscellaneous carpentry repairs. B. Overhead Included. C. Value: 12.500.00 2.09 Item#9: A. Description: Painting. B. Overhead Included. 'C. Value: 8,700.00 00435-2 SUPPLEMENT E-COST BREAKDOWN Page 2 of 2 Anthony Abbate Architect Nyberg Swanson House 4/22003 SECTION 0"33 SUPPLEMENT C -ALTERNATIVES PARTICULARS 1.01 The following is the fist of Alternatives referenced in the bid submitted by. 1.02 (Bidder) Worth Contracting, Inc. 1.03 TO the City of Dania Beach, Florida 1.04 Dated June 10, 2003 and which is an integral part of the Bid Form. AC ISP'TANCE OF ALTERNATIVES A. Alternatives quoted on Bid Forms will be reviewed and accepted or rejected at City of Dania Beach's option. Accepted alternatives will be identified in the Owner-Contractor Agreement. B. Coordinate related work and modify surrounding work to integrate the Work of each alternative. ALTERNATIVeS LIST 2.01 The following amounts small be added to or deducted from the Bid Amount. 2.02 Attemative f 1: Kitchen Rehabilitation and Remodel, as indicated on Sheets A1.1, AA1.5, AA1.6, D1.2, ME1?and related Specifications. (Add) (Deduct)$ 18,500.00 2.03 Alternative#2: Metal Collar Ties at Second Floor, as indicated on Sheet S1.1 and related . Specifications. (Add)(Deduct)S 1,200.00 END OF SUPPLEMENT C 0D433-1 SUPPLEMENT C-LIST OF ALTERNATIVES Page 1 of 1 Anthony Abbate Architect Nyberg Swanson House 4/13/2003 SECTION 00410 BID FORM PART I: THE PROJECT AND THE PARTIES 1.01 TO: Charlene Johnson, City Clerk City of Dania Beach 100 West Dania Beach Boulevard Dania Beach, FL 33004 1.02 FOR: Repairs and Restoration of the Nyberg-Swanson House, Phase II 1.03 DATE: 6� (BIDDER TO ENTER DATE) I 1.04 SUBMITTED BY: (BIDDER TO ENTER NAME AND ADDRESS) A. Bidder's Full Name 1.Address D 2� 2. City, State, Zip /i y,ej-rev— 333 2Z I 1.05 OFFER A. Having examined the Place of The Work and all matters referred to in the Instructions to Bidders and the Contract Documents prepared by Anthony Abbate Architect for the above mentioned project we the undersigned hereby offer to enter into a Contract to perform the Work for the Sum of: B. � y���d� � t�.. /Gvoc�.oQ dollars i ($ in lawful money of the United States of America. C.We have included the required security deposit as required by the Instruction to Bidders. D.All applicable federal taxes are included and State of Florida taxes are included in the Bid Sum. 1.06 ACCEPTANCE i A.This offer shall be open to acceptance and is irrevocable for sixty days from the bid closing date. B. If this bid is accepted by City of Dania Beach within the time period stated above,we will: 1. Execute the Agreement within fifteen days of receipt of Notice of Award. 2. Furnish the required bonds within fifteen days of receipt of Notice of Award. 3. Commence work within thirty days after written execution of Contract of this bid. I 1.07 CONTRACT TIME I i A. If this Bid is accepted,we will: B. Complete the Work in 180 calendar days from date of Commencement. 1.08 CHANGES TO THE WORK i A. When Architect establishes that the method of valuation for Changes in the Work will be net cost plus a percentage fee in accordance with General Conditions, our percentage fee will ® be: I 00410 BID FORM 1 i I ) Anthony Abbate Architect Nyberg Swanson House 4/13/2003 1. .25 percent overhead and profit on the net cost of our own Work; 2. percent on the cost of work done by any Subcontractor. B. On work deleted from the Contract, our credit to City of Dania Beach shall be Architect- approved net cost plus of the overhead and profit percentage noted above. 1.09 ADDENDA A. The following Addenda have been received. The modifications to the Bid Documents noted below have been considered and all costs are included in the Bid Sum. 1. Addendum# Dated 03 2. Addendum# dZ Dated 1.10 BID FORM SUPPLEMENTS A. The following information is included with Bid submission :) r 1. Alternatives: /r9ZZ/ Gf/i�7��_� ,J}DO�P /ZWY Cps a� B. The following Supplements are attached to this Bid Form and are considered an integral part of this Bid Form: 1. Document 00433—Supplement C—Alternatives: Include the cost variations to the Bid Sum applicable to the Work as described in the documents. 2. Document 00435—Supplement E-Cost Breakdown identifies the Bid Sum segmented into portions as requested. 11 BID FORM SIGNATURE(S) The Corporate Seal of (Bidder-print the full name of your firm) 1 was _unt d in the c of: (Authorized signih6 officer, Title) t f G (Au"zed s' g officer, Title) Printed Name 1.12 IF THE BID IS A JOINT VENTURE OR PARTNERSHIP,ADD ADDITIONAL FORMS OF EXECUTION FOR EACH MEMBER OF THE JOINT VENTURE IN THE APPROPRIATE FORM OR FORMS AS ABOVE. END OF SECTION 00410-BID FORM 2 ) 1 Anthony Abbate Architect Nyberg Swanson House 4/2/2003 • SECTION 00433 SUPPLEMENT C-ALTERNATIVES PARTICULARS 1.01 The following is the list of Alternatives referenced in the bid submitted by: � 6a 1.02 (Bidder) 417465/. 1.03 TO the City of Da is Beach, Florida 1.04 Dated / �✓ and which is an integral part of the Bid Form. ACCEPTANCE OF ALTERNATIVES A. Alternatives quoted on Bid Forms will be reviewed and accepted or rejected at City of Dania Beach's option. Accepted alternatives will be identified in the Owner-Contractor Agreement. B. Coordinate related work and modify surrounding work to integrate the Work of each alternative. ALTERNATIVES LIST 2.01 The following amounts shall be added to or deducted from the Bid Amount. 2.02 Alternative#1: Kitchen Rehabilitation and Remodel, as indicated on Sheets A1.1,AA1.6, AA1.6, D1.2, ME1.2 and related Specifications. (.(Deduct)$ �2 62,c, o , o c�, ® 2.03 Altemative#2: Metal Collar Ties at Second Floor, as indicated on Sheet S1.1 and related Specifications. (Add)( )$ --9- 5-00 . 0 cv END OF SUPPLEMENT C 00433-1 SUPPLEMENT C-LIST OF ALTERNATIVES Page 1 of 1 Anthony Abbate Architect Nyberg Swanson House 4/2/2003 • SECTION 00435 SUPPLEMENT E-COST BREAKDOWN PARTICULARS 1.01 The following is a Cost Breakdown referenced in the bid submitted by: 1.02 (Bidder) LOji A.6-,,1 CD AAA 7/2VC- h rL) 1.03 TO: City of D nia Beach 1.04 Dated �� .� and which is an integral part of the Bid Form. 1.05 The scop of work shall conform to the State of Florida Historic Preservation Grant Award Agreement Special Category Grant No. SC248. ITEM; DESCRIPTIONS 2.01 Item#1: A. Description: Selective Demolition. B. Overhead Included. C. Value: $ Oa O 2.02 Item#2: A. Description: Restoration of interior doors. B. Overhead Included. C. Value: $ 19 i a� 2.03 Item#3: A. Description: Restoration and remodel of rear porch. B. Overhead Included. C. Value: $ �& ©D -00 2.04 Item#4: A. Description: Storm shutters. B. Overhead Included. C. Value: $ / 00 • OD 2.05 Item#5: A. Description: Remodel of first floor bathroom and removal of second floor bathroom. B. Overhead Included. C. Value: $ a0 0 D 2.06 Item#6: A. Description: Renewal and repairs to interior finishes and trim. B. Overhead Included. C. Value: $ 7_O , d O 2.07 Item#7: —� 00435- 1 SUPPLEMENT E-COST BREAKDOWN Page 1 of 2 Anthony Abbate Architect Nyberg Swanson House 4/2/2003 • A. Description: Repairs and remodel of kitchen. B. Overhead Included. C. Value: $ 70 Gib 2.08 Item #8: A. Description: Miscellaneous carpentry repairs. B. Overhead Included. C. Value: $ to ere, , O'd 2.09 Item#9: A. Description: Painting. B. Overhead Included. C. Value: $ • OD • 00435-2 SUPPLEMENT E-COST BREAKDOWN Page 2 of 2 nIr1ni y 400.00 AV7n1tPta Ny0ery Swanson Mouse SECTION 00410 BID FORM PART I: THE PROJECT AND THE PARTIES 1.01 TO: Charlene Johnson, City Clerk City of Dania Beach--- 100 West Dania Beach Boulevard Dania Beach, FL 33004 1.02 FOR: Repairs and Restoration of the Nyberg-Swanson House, Phase II 1.03 DATE: 06/12/03 (BIDDER TO ENTER DATE) 1.04 SUBMITTED BY: (BIDDER TO ENTER NAME AND ADDRESS) A. Bidder's Full Name Coral—Tech Associates, Inc. 1.Address 10211 West Sample Road, #207 2. City, State,Zip Coral Springs, Florida 33065 1.05 OFFER A. Having examined the Place of The Work and all matters referred to in the Instructions to Bidders and the Contract Documents prepared by Anthony Abbate Architect for the above mentioned project we the undersigned hereby offer to enter into a Contract to perform the Work for the Sum of: TWO HUNDRED FORTY NINE THOUSAND B EIGHT HUNDRED TWENTY EIGHT AND 00/100 dollars ($ 249,828.00 ), in lawful money of the United States of America. C. We have included the required security deposit as required by the Instruction to Bidders. D. All applicable federal taxes are included and State of Florida taxes are included in the Bid Sum. 1.06 ACCEPTANCE A. This offer shall be open to acceptance and is irrevocable for sixty days from the bid closing date. B. If this bid is accepted by City of Dania Beach within the time period stated above,we will: 1. Execute the Agreement within fifteen days of receipt of Notice of Award. 2. Furnish the required bonds within fifteen days of receipt of Notice of Award. 3. Commence work within thirty days after written execution of Contract of this bid. 1.07 CONTRACT TIME A. If this Bid is accepted,we will: B. Complete the Work in 180 calendar days from date of Commencement. 1.08 CHANGES TO THE WORK A. When Architect establishes that the method of valuation for Changes in the Work will be net cost plus a percentage fee in accordance with General Conditions, our percentage fee will be: 00410 -BID FORM �4nfhony Abbate Architect Nyberg Swanson House 1-1 /'BUG:i 1. 15% percent overhead and profit on the net cost of our own Work; 2 10% percent on the cost of work done by any Subcontractor. ® B. On work deleted from the Contract, our credit to City of Dania Beach shall be Architect- approved net cost plus 0% of the overhead and profit percentage noted above. 1.09 ADDENDA A. The following Addenda have been received. The modifications to the Bid Documents noted below have been considered and all costs are included in the Bid Sum. 1. Addendum# ONE (1) Dated 05/22/03 2. Addendum# TWO (2) Dated 06/11/03 1.10 BID FORM SUPPLEMENTS A. The following information is included with Bid submission 1. Alternatives: ONE (1) 1 TWO (2) , B. The following Supplements are attached to this Bid Form and are considered an integral part of this Bid Form: 1. Document 00433-Supplement C-Altematives: Include the cost variations to the Bid Sum applicable to the Work as described in the documents. 2. Document 00435-Supplement E-Cost Breakdown identifies the Bid Sum segmented into portions as requested. 11 BID FORM SIGNATURE(S) The Corporate Seal of Coral-Tech Associates, Inc. (Bidde - t the full ame of your firm) was r I the presence of: Jo J �iner, President (Auth i d Title) (Seal) (Authorized signing officer, Title) Printed Name 1.12 IF THE BID IS A JOINT VENTURE OR PARTNERSHIP,ADD ADDITIONAL FORMS OF EXECUTION FOR EACH MEMBER OF THE JOINT VENTURE IN THE APPROPRIATE FORM OR FORMS AS ABOVE. END OF SECTION 00410-BID FORM 2 Anthony Abbate Architect Nyberg Swanson House 4/Z/2003 SECTION Q�A33 • SUPPLEMENT C-ALTERNATIVES PARTICULARS 1.01 The following is the list of Alt®matives referenced in the bid submitted by: 1.02 (Bidder) Coral-Tech Associates, Inc. 1.03 TO the City of Dania Beach, Florlda 1.04 Dated 06/12/03 and which is an integral part of the Bid Form. ACCEPTANCE OF ALTERNATIVES A. Alternatives quoted on Bid Forms will be reviewed and accepted or rejected at City of Dania Beach's option. Accepted alternatives will be identified in the Owner-Contractor Agreement. B. Coordinate related work and modify surrounding work to integrate the Work of each alternative. ALTERNATIVES LIST 2.01 The following amounts shall be added to or deducted from the Bid Amount 2.02 Alternative 01: Kitchen Rehabilitation and Remodel,as indicated on Sheets Al.1,AA1.5, AA1.6, D1.2, ME1.2 and related Specifications. -4A Dedu $ 19,500.00 2.03 Alternative#2: Metal Collar Ties at Second Floor,as indicated on Sheet S1.1 and related Specifications. (Add $ 3,000.00 END OF SUPPLEMENT C 00433- 1 SUPPLEMENT C-LIST OF ALTERNATIVES Page 1 of 1 Anthony Abbate Architect Nyberg Swanson House 4/2/2003 SECTION 00435 ® SUPPLEMENT E -COST BREAKDOWN PARTICULARS 1.01 The following is a Cost Breakdown referenced in the bid submitted by: 1.02 (Bidder) Coral-Tech Associates, Inc. 1.03 TO: City of Dania Beach 1.04 Dated 06/12/03 and which is an integral part of the Bid Form. 1.05 The scope of work shall conform to the State of Florida Historic Preservation Grant Award Agreement Special Category Grant No. SC248. ITEM DESCRIPTIONS 2.01 Item #1: A. Description: Selective Demolition. B. Overhead Included. C. Value: $ 11,960.00 2.02 Item #2: A. Description: Restoration of interior doors. ® B. Overhead Included. C. Value: $ 4,617.00 2.03 Item #3: A. Description: Restoration and remodel of rear porch. B. Overhead Included. C. Value: $ 42,336.00 2.04 Item #4: A. Description: Storm shutters. B. Overhead Included. C. Value: $ 5,350.00 2.05 Item #5: A. Description: Remodel of first floor bathroom and removal of second floor bathroom. B. Overhead Included. C. Value: $ 31,134.00 2.06 Item #6: A. Description: Renewal and repairs to interior finishes and trim. B. Overhead Included. C. Value: $ 10,586.00 2.07 Item #7: 00435 - 1 SUPPLEMENT E- COST BREAKDOWN Page 1 of 2 { Anthony Abbate Architect Nyberg Swanson House 4/2/2003 ® A. Description: Repairs and remodel of kitchen. B. Overhead Included. C. Value: $ 22,539.00 2.08 Item #8: A. Description: Miscellaneous carpentry repairs. B. Overhead Included. C. Value: $ 88,944.00 2.09 Item #9: A. Description: Painting B. Overhead Included. C. Value: $ 10,586.00 2.10 Item#10: A. Description: Sitework B. Overhead Included. C. Value: $ 21,776.00 00435 - 1 SUPPLEMENT E- COST BREAKDOWN Page 2 of 2 City of Dania Beach, Florida Anthony Abbate Architect PA Nyberg,, Swanson House PHASE II Historic Preservation Grant Project Project} Manual and Specl f mocations, Vol. I 04 April 2003 ARTICLE 9 INDEPENDENT CONTRACTOR This Agreement does not create an employeelemployer relationship between the parties. Contractor agrees that it is not the City's employee for any purposes, including but not I imited to, the application of the Fair Labor Standards Act minimum wages' laws and overtime payments, Federal Insurance Contribution Act, the Social Security Act, the Federal Unemployment Tax Act, the provisions of the Internal Revenue Code, the Florida Workers' Compensation Act, and the Florida unemployment insurance law. The Contractor shall retain sole and absolute discretion and exercise its judgment as to the manner and means of carrying out Contractor's activities and responsibilities toward completion of the Project. Administrative procedures applicable to services rendered under this Agreement shall be those of Contractor, which policies of Contractor shall not conflict with City, H.U.D., or United States policies, rules or - regulations relating to the-use of Contractor's-funds provided for in this-Agreement-- The Contractor agrees that it is a separate and independent enterprise from the City, that it has full opportunity to find other business, that it has made its own investment in its business, and that it will utilize a high level of skill necessary to perform the work. This Agreement shall not be construed as creating any joint employment relationship between the Contractor and the City and the City will not be liable for any obligation incurred by Contractor, including but not limited to unpaid minimum wages, overtime premiums or both. ARTICLE 10 PUBLIC CONSTRUCTION BOND 10.1 At the time of the execution of this Agreement, Contractor shall furnish a Public Construction Bond equal to t he a mount o f t he b id, o r a n I rrevocable L etter o f Credit acceptable to City in the amount of one hundred fifty percent (150%) of the bid from Contractor's lending institution which will be considered Bond Coverage for the City (in either case, the guarantee is referred to in this Article 10 as the "Bond"). If a Public Construction Bond is submitted, it will be in the form prescribed by Florida law (a copy of such Bond is attached to this Agreement, identified as Exhibit "B" and incorporated by this reference). Any authorized Bond shall guarantee to the City the completion and performance of the work covered in the Agreement. The Bond shall at all times be valid and in force to cover the work being performed. The Bond shall be executed by a Surety Company approved by the U.S. Treasury Department, licensed to do business in the State of Florida, and having a registered agent in Broward County (the "Surety") or, if an Irrevocable Letter of Credit is supplied, it must first be reviewed and approved in writing as acceptable to City in all respects, including the identity and location of the issuing bank, by the City's Chief Financial Officer, which approval will not be unreasonably withheld. f 10.2 The Contractor agrees to keep any such Bond, or a replacement of it, in full force and effect at all times during the course of performance of this Agreement. In addition to the foregoing requirements, such Bond shall contain provisions, whether by attaching endorsements or supplemental agreements, guaranteeing to the City the completion of the work described in this Agreement. Contractor may comply with the requirements of this provision by causing the Bond to specifically name the CITY OF DANIA BEACH as one of the parties to whom the protection afforded by the Bond is extended or as an alternative, may furnish the City with a separate Bond meeting the same criteria provided above. ARTICLE 11 DEFAULT OF AGREEMENT AND REMEDIES 11.1 Liquidated Damages. It is mutually agreed between the parties that time is of the essence of this Agreement, and in the event the Project is not completed within the time and in the manner specified in this Agreement, it is agreed that from the compensation otherwise to be paid to the Contractor, the City may retain the sum of Two Hundred ($200.00) Dollars per day for each day thereafter, Sundays and holidays included, that the work remains uncompleted and the City is denied full benefit of completion of the Project, which sum City and Contractor agree represents the damages the City will have sustained per day for the failure of the Contractor to complete the Project within the time stipulated. The parties agree that this sum is not a penalty. 11.2 Remedies in Default. In case of any default by Contractor, the City, through City's Building Official or his designated representative, shall notify the Contractor, in writing, of such default and direct Contractor to comply with all provisions of the Agreement. A copy of such written notice shall be mailed to the Surety on the Bond, or the lending institution named in the Irrevocable Letter of Credit (the "Bank"), whichever is applicable. If Contractor does not cure such default within seven (7) days of the date after notice was sent by City, City may declare a default of this Agreement and will notify the Contractor and the Surety or Bank of such declaration of default in writing and terminate the Agreement. 11.2.1 Within ten (10) days of such declaration of default, the Surety on the Bond shall, at its own cost and expense, rectify or cause to be rectified the default and also contract with a replacement contractor to be approved by City. Surety's replacement Contractor will assume the work of Contractor and complete performance of the work of the Project under the Agreement within thirty (30) days of City's approval of Surety's replacement Contractor. The Surety shall receive payment equal to what would have been paid the Contractor had the Contractor continued to perform the work under the Agreement, less any compensation p aid t o C ontractor b y C ity a nd I ess a II sums due the City for any damages suffered or any expenses incurred, or both, by reason of Contractor's default. Alternatively, if applicable, City shall notify Bank that the Irrevocable Letter of Credit is required to be honored and payment immediately made to City. 11.2.2 If such Surety or Bank fails to perform any of its obligations as described above, the City may complete the Project, or any part of it, either by day labor or re-letting a contract ("Default Contract") for the same, and procure the equipment and the facilities necessary for the completion of the Default Contract, and charge the cost of same to the Contractor, t he S urety, o r b oth, t ogether w ith t he c osts i ncident t o s uch default. 11.2.3 In the event the City completes the Default Contract at a lesser cost than would have been payable to the Contractor under this Agreement, if the same had been fulfilled by Contractor, City shall retain such difference. Should such cost to the City be greater, then the Contractor, the Surety, or both shall pay the amount of such excess to the City. ARTICLE 12 BANKRUPTCY It is agreed that if the Contractor is adjudged bankrupt, either voluntarily or involuntarily, then this Agreement shall terminate effective on the date and at the time the bankruptcy petition is filed a nd C ontractor w ill a utomatically b e i n d efault o f t his Agreement and the provisions of Article 11 will be enforced at City's discretion. ARTICLE 13 DISPUTE RESOLUTION 13.1 Venue; Fees. All claims, counterclaims, disputes and other matters in question b etween C ity a nd Contractor arising out of, relating to or pertaining to this Agreement, or the breach of it, or the services of it, or the standard of performance required in it, shall be addressed by resort to non-binding mediation as authorized under the laws and rules of Florida; provided, however, that in the event of any dispute between the parties, the parties agree to first negotiate with each other for a resolution of the matter or matters in dispute and, upon failure of such negotiations to resolve the dispute, the parties shall resort to mediation. I f mediation is unsuccessful, any such matter may be determined by litigation in a court of competent jurisdiction in Broward County, Florida, or the Federal District Court of the Southern District of Florida and appropriate appellate courts for such venue and jurisdiction. In any litigation, the parties agree to each waive any trial by jury of any and all issues. In the event of any litigation which arises out of, pertains to, or relates to this Agreement, or the breach of it, or the standard of performance required in it, the prevailing parry shall be entitled to recover reasonable attorneys' fees from the non-prevailing party, subject to the limits of this paragraph. Where the prevailing party is awarded compensatory damages from the non-prevailing party, the amount of attorneys' fees shall not exceed the amount of compensatory damages. If no compensatory damages are awarded, the prevailing parry is entitled to reasonable attorneys' fees, which entitlement and award shall not exceed the total amount payable as Contractor's compensation under this Agreement. 13.2 Operations During Dispute. 13.2.1 In the event that a dispute, if any, arises between the City and the Contractor relating to this Agreement, or its performance or compensation, the Contractor agrees to continue to render service in full compliance with all terms and conditions of this Agreement as required by the City. 13.2.2 Notwithstanding any other provisions in this Agreement, whenever any service provided by the Contractor fails to meet City's reasonable approval, the City will have the right to terminate the Agreement seven (7) days after the date when the written notice was sent by City of the deficiency, if Contractor has not cured such deficiency within that time. ARTICLE 14 MISCELLANEOUS 14.1 Legal Representation. it is acknowledged that each parry to this Agreement had the opportunity to be represented by counsel in the preparation of this Agreement, and accordingly, the rule that a contract shall be interpreted strictly against the parry preparing same shall not apply to this Agreement due to the joint contributions of both parties. 14.2 Records. Contractor shall keep such records and accounts and require any and all subcontractors to keep records and accounts as may be necessary in order to record complete and correct entries as to personnel hours charged to this engagement, and any expenses for which Contractor may attempt to claim reimbursement. Such books and records will be available at all reasonable times for examination and audit by City and shall be kept for a period of three (3) years after the completion of all work to be performed pursuant to this Agreement. Incomplete or incorrect entries in such books and records will be grounds for disallowance by City of any fees or expenses based upon such entries. 14.3 Assignments, Subcontracts and Amendments. This Agreement, and any interests in it, shall not in whole or in part be assigned, subcontracted, transferred in any way or otherwise encumbered, under any circumstances, by Contractor without the prior written consent of City. For purposes of this Agreement, any change of ownership of or controlling interest in Contractor shall constitute an assignment which requires City approval. Violation of the terms of this paragraph shall constitute a breach of this Agreement by Contractor and City may, in its discretion, cancel this Agreement and all rights of Contractor under this Agreement will terminate. It is further agreed that no modification, amendment or alteration of the terms or conditions contained in this Agreement shall be effective unless contained in a written document executed by the authorized agents of the parties. 14.4 No Contingent Fees. Contractor warrants that it has not employed or retained any company or person, other than a bona fide employee working solely for the Contractor to solicit or secure this Agreement, and that it has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for Contractor any fee, commission, percentage, gift or other consideration contingent upon or resulting from the award or making of this Agreement. For the breach or violation of this provision, the City shall have the right to terminate the Agreement without liability and, in its discretion, to deduct from the Agreement price, or otherwise recover the full amount of such fee, commission, percentage, gift or consideration. 14.5 Notice. Whenever any party desires to give notice to the other party, it must be given by written notice, sent by certified United States mail, with return receipt requested, addressed to the party for whom it is intended. The places for giving of notice shall remain as set forth below until they shall have been changed by written notice in compliance with the provisions of this section. For the present, the Contractor and the City designate the following as the respective persons and places for giving of notice: City: Kenneth Koch, Building Official City of Dania Beach 100 West Dania Beach Boulevard Dania Beach, Florida 33004 Copy to: Thomas J. Ansbro, Esq. is City Attorney Weiss, Serota, Helfman, et al. 3100 Stirling Rd. Suite 300 Hollywood, Florida 33312 Contractor: 14.6 Binding Authority. Each person signing this Agreement on behalf of either party individually warrants that he or she has full legal power to execute this Agreement on behalf of the party for whom he or she is signing, and is authorized to bind and obligate such party with respect to all provisions contained in this Agreement. 14.7 Headings. Headings in this Agreement are for the convenience of reference only and shall not be considered in any interpretation of this Agreement. 14.8 Exhibits. Each Exhibit referred to in this Agreement forms an essential part of this Agreement. The exhibits, if not physically attached, are treated as parts of this Agreement and are incorporated in it by this reference. 14.9 Severability. If any provision of this Agreement or application of it to any person or situation shall to any extent be held invalid or unenforceable, the remainder of this Agreement, and the application of such provisions to persons or situations other than those as to which it shall have been held invalid or unenforceable, shall not be affected, and shall continue in full force and effect, and shall be enforced to the fullest extent permitted by law. 14.10 Governing Law. This Agreement shall be governed by the laws of the State of Florida with venue lying in Broward County, Florida. 14.11 Extent of Agreement. This Agreement represents the entire and integrated agreement between the City and the Contractor and supersedes all prior negotiations, representations or agreements, either written or oral. 14.12 Waiver. Failure of the City to insist upon strict performance of any provision or condition of this Agreement, or to enforce any right contained in it, shall not be construed as a waiver or relinquishment for the future of any such provision, condition or right, but the same shall remain in full force and effect. 14.13 Conflict. In the event there is a conflict between any of the terms in any of the documents contained in any Exhibit to this Agreement and any terms of this Agreement, the terms of this Agreement shall prevail. IN WITNESS OF THE FOREGOING, the parties have set their hands and seals the day and year first written above. CITY: CITY OF DANIA BEACH, A Florida Municipal Corporation ATTEST: CHARLENE JOHNSON CITY CLERK MAYOR APPROVED FOR FORM AND CORRECTNESS BY: THOMAS J. ANSBRO, IVAN PATO, CITY MANAGER CITY ATTORNEY CONTRACTOR: I By: COMPANY NAME CORPORATE SEAL: (IF APPLICABLE) SIGNATURE PRINT NAME TITLE STATE OF FLORIDA COUNTY OF BROWARD BEFORE ME,an officer duly authorized by law to administer oaths and take acknowledgments, personally appeared ,as and as ,respectively,of Contractor, ,a Florida and acknowledged execution of the foregoing Agreement for the use and purposes mentioned in it and that the instrument is the act and deed of the Contractor. IN WITNESS OF THE FOREGOING, I have set my hand and official seal at in the State and County aforesaid on 200_ Notary Public,State of Florida at Large My Commission Expires: Anthony Abbate Architect Nyberg Swanson House 4/13/2003 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 SECTION 00200 INSTRUCTIONS TO BIDDERS PART I: BID DOCUMENTS AND CONTRACT DOCUMENTS 1.01 DEFINITIONS A. Bid Documents: Contract Documents, Agreement, Exhibit'A' (Bond)supplemented with Invitation To Bid, Instructions to Bidders, Information Available to Bidders, Bid Form, Supplements To Bid Forms and Appendices identified. B. Contract Documents: Defined in the Contract including issued Addenda. C. Bid, Offer, or Bidding:Act of submitting an offer under seal. D. Bid Amount: Monetary sum identified by the Bidder in the Bid Form. 1.02 CONTRACT DOCUMENTS IDENTIFICATION A.The Contract Documents are identified as Project Number 02-14 as prepared by Anthony Abbate Architect located at 808 East Las Olas Boulevard, Fort Lauderdale, Florida and identified in the Table of Contents. 1.03 EXAMINATION A. Upon receipt of Bid Documents verify that documents are complete. Notify Architect should the ® documents be incomplete. B. Immediately notify Architect upon finding discrepancies or omissions in the Bid Documents. 1.04 INQUIRIES/ADDENDA A. Direct questions to Anthony Abbate Architect, telephone 954.463.8596. B. Addenda may be issued during the bidding period. All Addenda become part of the Contract Documents. Include resultant costs in the Bid Amount. C.Verbal answers are not binding on any party. D. Clarifications requested by bidders must be in writing not less than 7 days before date set for receipt of bids. The reply will be in the form of an Addendum, a copy of which will be forwarded to known recipients and the City of Dania Beach. 1.05 PRODUCT/ASSEMBLY SYSTEM SUBSTITUTIONS A.Where the Bid Documents stipulate a particular product, substitutions will be considered by the Architect up to 10 days before receipt of bids. B.The submission shall provide sufficient information to determine acceptability of such products. C.When a request to substitute a product is made,the Architect may approve the substitution and 00200- INSTRUCTION TO BIDDERS Anthony Abbate Architect Nyberg Swanson House 4/9/2003 will issue an Addendum to known bidders. D. In submission of substitutions to products specified, bidders shall include in their bid, any changes required in the Work and changes to Contract Time and Contract Sum to accommodate such substitutions. A later claim by the bidder for an addition to the Contract Time or Contract Sum because of changes in work necessitated by use of substitutions shall not be considered. PART 2: SITE ASSESSMENT 2.01 SITE EXAMINATION A. Examine the project site before submitting a bid. B.The bidder is required to contact City of Dania Beach at the following address and phone number in order to arrange a date and time to visit the project site:. 1. Ken Koch, telephone 954.924.3650. PART 3: QUALIFICATIONS 3.01 EVIDENCE OF QUALIFICATIONS A.To demonstrate qualification for performing the Work of this Contract, bidders are required to submit written evidence of previous similar experience and licenses to perform work in the State and County. 3.02 SUBCONTRACTORS/SUPPLIERSIOTHERS A. City of Dania Beach reserves the right to reject a proposed subcontractor for reasonable cause. PART 4: BID SUBMISSION 4.01 SUBMISSION PROCEDURE A. Bidders shall be solely responsible for the delivery of their bids in the manner and time prescribed. B. An abstract summary of submitted bids will be made available to all bidders following bid opening. 4.02 BID INELIGIBILITY A. Bids that are unsigned, improperly signed or sealed, conditional, illegible, obscure, contain arithmetical errors, erasures, alterations, or irregularities of any kind, may at the discretion of the City of Dania Beach, be declared unacceptable. B. Bid Forms, Appendices, and enclosures which are improperly prepared may, at the discretion of City of Dania Beach, be declared unacceptable. PART 5: BID ENCLOSURESIREQUIREMENTS 5.01 BID FORM REQUIREMENTS 00200- INSTRUCTION TO BIDDERS 2 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 A. Complete all requested information in the Bid Form. 5.02 FEES FOR CHANGES IN THE WORK A.Include in the Bid Form,the overhead and profit fees on own Work and Work by subcontractors,applicable for Changes in the Work,whether additions to or deductions from the Work on which the Bid Amount is based. 5.03 BID FORM SIGNATURE A.The Bid Form shall be signed by the bidder, as follows: 1. Sole Proprietorship: Signature of sole proprietor in the presence of a witness who will also sign. Insert the words"Sole Proprietor"under the signature. Affix seal. 2. Partnership: Signature of all partners in the presence of a witness who will also sign. Insert the word"Partner"under each signature.Affix seal to each signature. 3. Corporation: Signature of a duly authorized signing officer(s)in their normal signatures. Insert the officer's capacity in which the signing officer acts, under each signature.Affix the corporate seal. If the bid is signed by officials other than the president and secretary of the company, or the president/secretary/treasurer of the cornpariy,a copy of the by-law resolution of their board of directors authorizing them to do so, must also be submitted with the Bid Form in the bid envelope. 4. Joint Venture: Each party of the joint venture shall execute the Bid Form under their respective seals in a manner appropriate to such party as described above, similar to the requirements of a Partnership. PART 6: OFFER ACCEPTANCEIREJECTION 6.01 DURATION OF OFFER A. Bids shall remain open to acceptance and shall be irrevocable for a period of thirty(30) days after the bid dosing date. 6.02 ACCEPTANCE OF OFFER A. City of Dania Beach reserves the right to accept or reject any or all offers. END OF SECTION 00200— INSTRUCTION TO BIDDERS 3 Anthony Abbate Architect Nyberg Swanson House 4/13/2003 SECTION 00410 BID FORM PART I: THE PROJECT AND THE PARTIES 1.01 TO: Charlene Johnson, City Clerk City of Dania Beach 100 West Dania Beach Boulevard Dania Beach, FL 33004 1.02 FOR: Repairs and Restoration of the Nyberg-Swanson House, Phase II 1.03 DATE: (BIDDER TO ENTER DATE) 1.04 SUBMITTED BY: (BIDDER TO ENTER NAME AND ADDRESS) A. Bidder's Full Name 1.Address 2. City, State,Zip 1.05 OFFER A. Having examined the Place of The Work and all matters referred to in the Instructions to Bidders and the Contract Documents prepared by Anthony Abbate Architect for the above mentioned project we the undersigned hereby offer to enter into a Contract to perform the Work for the Sum of: B. dollars ($ ), in lawful money of the United States of America. C.We have included the required security deposit as required by the Instruction to Bidders. D. All applicable federal taxes are included and State of Florida taxes are included in the Bid Sum. 1.06 ACCEPTANCE A. This offer shall be open to acceptance and is irrevocable for sixty days from the bid closing date. B. If this bid is accepted by City of Dania Beach within the time period stated above,we will: 1. Execute the Agreement within fifteen days of receipt of Notice of Award. 2. Furnish the required bonds within fifteen days of receipt of Notice of Award. 3. Commence work within thirty days after written execution of Contract of this bid. 1.07 CONTRACT TIME A. If this Bid is accepted,we will: B. Complete the Work in 180 calendar days from date of Commencement. 1.08 CHANGES TO THE WORK A. When Architect establishes that the method of valuation for Changes in the Work will be net cost plus a percentage fee in accordance with General Conditions, our percentage fee will be: 00410-B!D FORM 1 Anthony Abbate Architect Nyberg Swanson House 4/13/2003 1. percent overhead and profit on the net cost of our own Work; 2. percent on the cost of work done by any Subcontractor. B. On work deleted from the Contract, our credit to City of Dania Beach shall be Architect- approved net cost plus of the overhead and profit percentage noted above. 1.09 ADDENDA A. The following Addenda have been received.The modifications to the Bid Documents noted below have been considered and all costs are included in the Bid Sum. 1. Addendum# Dated 2. Addendum# Dated 1.10 BID FORM SUPPLEMENTS A.The following information is included with Bid submission 1. Altematives: , B. The following Supplements are attached to this Bid Form and are considered an integral part of this Bid Form: 1. Document 00433—Supplement C—Alternatives: Include the cost variations to the Bid Sum applicable to the Work as described in the documents. 2. Document 00435—Supplement E-Cost Breakdown identifies the Bid Sum segmented into portions as requested. 11 BID FORM SIGNATURE(S) The Corporate Seal of (Bidder-print the full name of your firm) was hereunto affixed in the presence of: (Authorized signing officer,Title) (Seal) (Authorized signing officer,Title) Printed Name 1.12 IF THE BID IS A JOINT VENTURE OR PARTNERSHIP,ADD ADDITIONAL FORMS OF EXECUTION FOR EACH MEMBER OF THE JOINT VENTURE IN THE APPROPRIATE FORM OR FORMS AS ABOVE. END OF SECTION 004;0—BID FORM 2 Anthony Abbate Architect Nyberg Swanson House 4/2/2003 sEcnoN 00433 SUPPLEMENT C-ALTERNATIVES PARTICULARS 1.01 The following is the list of Altematives referenced in the bid submitted by: 1.02 (Bidder) 1.03 TO the City of Dania Beach, Florida 1.04 Dated and which is an integral part of the Bid Form. ACCEPTANCE OF ALTERNATIVES A Altematives quoted on Bid Forms will be reviewed and accepted or rejected at City of Dania Beach's option. Accepted attematives will be identified in the Owner-Contractor Agreement. B. Coordinate related work and modify surrounding work to integrate the Work of each alternative. ALTERNATIVES LIST 2.01 The following amounts shall be added to or deducted from the Bid Amount 2.02 Alternative# 1: Kitchen Rehabilitation and Remodel, as indicated on Sheets A1.1,AA1.5,AA1.6, D12, ME1.2 and related Specifications. (Add)(Deduct) $ 2.03 Altemative#2: Metal Collar Ties at Second Floor, as indicated on Sheet S1.1 and related Specifications. (Add)(Deduct)$ END OF SUPPLEMENT C 00433- 1 SUPPLEMENT C-LIST OF ALTERNATIVES Page 1 of 1 Anthony Abbate Architect Nyberg Swanson House 4/2/2003 SECTION 00435 SUPPLEMENT E -COST BREAKDOWN PARTICULARS 1.01 The following is a Cost Breakdown referenced in the bid submitted by: 1.02 (Bidder) 1.03 TO: City of Dania Beach 1.04 Dated and which is an integral part of the Bid Form. 1.05 The scope of work shall conform to the State of Florida Historic Preservation Grant Award Agreement Special Category Grant No. SC248. ITEM DESCRIPTIONS 2.01 Item#1: A Description: Selective Demolition. B. Overhead Included. C. Value: $ 2.02 Item #2: A. Description: Restoration of interior doors. B. Overhead Included. C. Value: $ 2.03 Item#3: A. Description: Restoration and remodel of rear porch. B. Overhead Included. C. Value: $ 2.04 Item#4: A. Description: Storm shutters. B. Overhead Included. C. Value: $ 2.05 Item#5: A. Description: Remodel of first floor bathroom and removal of second floor bathroom_ B. Overhead Included. C. Value: $ 2.06 Item#6: A. Description: Renewal and repairs to interior finishes and trim. B. Overhead Included. C. Value: $ 2.07 Item #7: 00435- 1 SUPPLEMENT E-COST BREAKDOWN Page 1 of 2 Anthony Abbate Architect Nyberg Swanson House 4/2/2003 A. Description: Repairs and remodel of kitchen. B. Overhead Included. C. Value: $ 2.08 Item#8: A. Description: Miscellaneous carpentry repairs. B. Overhead Included. C. Value: $ 2.09 Item#9: A. Description: Painting. B. Overhead Included. C. Value: $ 00435-2 SUPPLEMENT E- COST BREAKDOWN Page 2 of 2 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 SECTION 01100 SUMMARY PART I: GENERAL 1.01 PROJECT A. Project Name: Repairs and Alterations of the Nyberg-Swanson House. B. Owners Name: City of Dania Beach, Florida C. Architects Name:Anthony Abbate AIA. D.The Project consists of repairs, minor restorations and alterations, and weatherproofing of an historical property. 1.02 CONTRACT DESCRIPTION A. Contract type shall be as described and administered by the City of Dania Beach. See attachments. 1.03 DESCRIPTION OF WORK A. Site Improvements. 1. Reconfigure and pave walkway to comply with ADA standards 2. Replace existing pipe railing at Front Porch with new metal railing 3. Replace crawl space vents as required to match existing. B. Second Floor alterations and repairs 1. Remove existing Bathroom, and misc. demo per demolition sheets 2. Remove plaster walls and ceiling and refinish with wood siding 3. Install R-30 fiberglass insulation between rafters 4. Re-caulk dormer windows as required per Section 07900 5. Refinish wood flooring per Section 09550 6. Paint outline of original walls on floors per detail on sheet A1.2 C. Rear Porch alterations and repairs 1. Demolition per sheet D1.1 2. Finishes, restoration and new construction as depicted in plans and described per Section 03540 D. First Floor Bathroom alterations and repairs 1. Remove all fixtures,flooring—remove doors and walls as indicated on sheet D1.2 2. Replace plumbing fixtures per Section 15400 and as indicated on sheet A1.4 3. Replace metal window w/new wood window per sheet A3.1 4. Reconfigure partitions and doors as depicted in drawings and described in specs. E. Miscellaneous interior improvements as indicated on plans 01,100- SUMMARY � Anthony Abbate Architect Nyberg Swanson House 4/9/2003 1.05 OWNER OCCUPANCY SA. City of Dania Beach intends to occupy the Project upon Substantial Completion. B. Cooperate with City of Dania Beach to minimize conflict and to facilitate City of Dania Beach's operations. C. Schedule the Work to accommodate City of Dania Beach occupancy. 1.06 CONTRACTOR USE OF SITE AND PREMISES A. Arrange use of site and premises to allow: 1. City of Dania Beach access. 1.07 WORK SEQUENCE A. Coordinate construction schedule and operations with City of Dania Beach. 1.08 GENERAL A. Work for this project shall be carried out in accordance with State and local codes and requirements of any other agency having jurisdiction. In all cases,the more restrictive requirements shall be followed. B.All permits, inspections and certificates required by work under this contract shall be obtained and paid for by contractor. C. Contractors and tradespersons shall visit the site prior to commencement of work to familiarize themselves with all existing conditions. In case of discrepancies between contract documents and the actual field conditions, they shall be reported to the Architect in writing for correction. D. Contractors and tradespersons shall cooperate and coordinate with all other trades in executing the described work in these specifications. E. All work must be phased so that access to working areas is unobstructed and all surfaces are constantly protected from damage and weather. F. Any adjacent existing surfaces or material damaged in the sequence of work shall be repaired or replaced to match original condition at no cost to owner. G.The work shall be conducted in accordance with pertinent trade association standards and practices for materials and installation. H. Workmen are to wear protective covering while using materials as required by agencies having jurisdiction. Contractor shall take all precautions to provide safety of all persons in or around construction site. 1. Sample requirements shall be listed in individual specification sections. J. Remove all debris each day. Rubbish shall not be allowed to accumulate. 1 100- SUMMARY Anthony Abbate Architect Nyberg Swanson House 4/9/2UU3 1.09 SPECIFICATION SECTIONS APPLICABLE TO ALL CONTRACTS A. Unless otherwise noted, all provisions of the sections listed below apply to all contracts. Specific items of work listed under individual contract descriptions constitute exceptions. B. Section 01600- Product Requirements. C. Section 02223- Minor Demolition for Remodeling D. Section 03932- Concrete Repair. E. Section 04900-Masonry Restoration and Cleaning. F. Section 07900-Joint Sealers. G. Section 09900- Paints and Coatings. END OF SECTION �� 0110C- SUMMARY 3 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 SECTION 01600 PRODUCT REQUIREMENTS PART1: GENERAL 1.01 SECTION INCLUDES A. General product requirements. B_Transportation, handling, storage and protection. C. Product option requirements. D. Substitution limitations and procedures. E. Spare parts and maintenance materials. 1.02 SUBMITTALS A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. B. Shop Drawing Submittals: Prepared specifically for this Project. C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product,with integral parts and attachment devices. Coordinate sample submittals for interfacing work. 1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors,textures, and patterns. D. Indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. PART 2: PRODUCTS 2.01 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 2.02 SPARE PARTS AND MAINTENANCE PRODUCTS A. Provide spare parts, maintenance, and extra products of types and in quantities specified in individual specification sections. B. Deliver to Project site;obtain receipt prior to final payment. z u i600— PRODUCT REQUIREMENTS i Anthony Abbate Architect Nyberg Swanson House 4/9/2003 PART 3: EXECUTION 3.01 SUBSTITUTION PROCEDURES A. Instructions to Bidders specify time restrictions for submitting requests for substitutions during the bidding period. Comply with requirements specified in this section. B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. C. A request for substitution constitutes a representation that the submttter: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2.Will provide the same warranty for the substitution as for the specified product. 3.Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to City of Dania Beach. 4.Waives claims for additional costs or time extension which may subsequently become apparent. 5.Will reimburse City of Dania Beach and Architect for review or redesign services associated with re-approval by authorities. D. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. E. Substitution Submittal Procedure: 1. Submit three copies of request for substitution for consideration. Limit each request to one proposed substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer. 3.The Architect will notify Contractor in writing of decision to accept or reject request. 3.02 TRANSPORTATION AND HANDLING A.Transport and handle products in accordance with manufacturer's instructions. B. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged. C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. 3.03 STORAGE AND PROTECTION A. Store and protect products in accordance with manufacturers' instructions. B. Store with seals and labels intact and legible. C. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product. D. For exterior storage of fabricated products, place on sloped supports above ground. 11600- PRODUCT REQUIREAENTS 2 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 E. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products F. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. G. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. END OF SECTION O11000- PRODUCT REQUIRE-MENTS 3 Anthony Abbate Architect Nyberg Swanson House 419l2003 SECTION 02223 MINOR DEMOLITION FOR REMODELING PART1: GENERAL 1.01 SECTION INCLUDES A. Removal of designated building equipment and fixtures. B. Removal of designated construction. C. Disposal of materials. 1.02 RELATED SECTIONS A. Section 01100-Summary:Work sequence and continued occupancy of the building. 1.03 REGULATORY REQUIREMENTS A. Conform to applicable code for demolition work, dust control, products requiring electrical disconnection and re-connection: B. Obtain required permits from authorities. C. Do not close or obstruct egress from any building exit or site exit. D. Do not disable or disrupt building fire or life safety systems without 3 days' prior written notice to City of Dania Beach. E. Conform to applicable regulatory procedures when hazardous or contaminated materials are discovered. 1.04 QUALITY ASSURANCE A. Demolition work must be performed by a firm with not less than 3 years successful experience in restoration projects employing skilled personnel for execution of the work. 1.05 PROJECT CONDITIONS A. Conduct demolition to minimize interference with adjacent and occupied building areas. B. Cease operations immediately if structure appears to be in danger and notify Architect. Do not resume operations until directed. C. Promptly repair damages caused to adjacent facilities by demolition work at no cost to owner D. Conduct selective demolition operations and debris removal in a manner to ensure minimum interference with roads, streets,walks,and other adjacent occupied or used facilities. - C2223- MINOR REPAIRS FOR REMODELING � Anthony Abbate Architect Nyberg Swanson House 4/9/2003 ® E. Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. Provide minimum 72 hours advance notice to owner if shut-down of service is necessary during change-over F. Use temporary enclosures, and other suitable methods to limit dust and dirt rising and scattering in air to lowest practical level. Comply with governing regulations pertaining to environmental protection. PART 2: PRODUCTS -NOT USED. PART 3: EXECUTION 3.01 PREPARATION A. Provide, erect,and maintain temporary barriers at locations indicated. Provide temporary barricades and other forms of protection as required to protect owner's personnel and general public from injury due to selective demolition work. B. Erect and maintain temporary partitions to prevent spread of dust, odors, and noise to permit continued building occupancy. C. Protect existing materials and accessories and trim that are not to be demolished. D. Prevent movement of structure; Provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of structures to be demolished and adjacent facilities to remain. E. Notify affected utility companies before starting work and comply with their requirements. F. Mark location and termination of utilities. Locate, identify stub-off, disconnect utility services that are not indicated to remain. G. Cease operations and notify owner's representative immediately if safety of structure appears to be endangered. Take precautions to support structure until determination is made for continuing operations. 3.02 PROTECTION A. Cover and protect furniture, equipment, and fixtures to remain from soiling or damage when demolition work is performed in rooms or areas from which such items have been removed. B. Provide temporary weather protection during interval between demolition and removal of existing construction on exterior surfaces, and installation of new construction to insure that no water leakage or damage occurs to structure or interior areas of existing building. C. Protect floors with suitable coverings, such as masonite and/or building paper,when necessary. 3.03 DEMOLITION ® A. Disconnect, remove, and identify designated utilities within demolition areas. Vi 02223-MINOR REPAIRS FOR REMODELING 2 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 B. Demolish in an orderly and careful manner. Protect existing supporting structural members and original finishes, doors, and windows. C. Remove demolished materials from site except where specifically noted otherwise. Do not burn or bury materials on site. D. Remove materials as demolition progresses. Upon completion of demolition, leave areas in clean condition. E. Remove temporary facilities. 3.04 DISPOSAL OF DEMOLISHED MATERAIALS A. Remove debris, rubbish and other materials resulting from demolition operations from building site.Transport and legally dispose of materials off site. B. If Hazardous materials are encountered during demolition operations, comply with applicable regulations,laws, and ordinances concerning removal, handling, and protection against exposure or environmental pollution. Burning or removed materials is not permitted on project site. C. Items indicated to be removed but of salvable value to contractor may be removed from structure as work progresses.Transport salvaged items from site as they are removed. Storage or sale of removed items on site will not be permitted. END OF SECTION 02223 -MINOR REPAIRS FOR REMODELING 3 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 SECTION 03540 SELF-LEVELING CONCRETE FLOOR PART I: GENERAL 1.01 PROJECT A.This is the recommended specification for Level-Right PLUS or Level-Right FS-10 Cementitious Self-Leveling Floor Underlayments for topping concrete floors. 1.02 SECTION INCLUDES A. Level-Right PLUS or Level-Right FS-10 Cementitious Self-Leveling Floor Underlayment B. Manufacturer Approved Primer 1.03 QUALITY ASSURANCE A. Installer's Qualifications: Installation of Level-Right PLUS or Level-Right FS-10 shall be by an applicator authorized by Maxxon Corporation using approved mixing and pumping equipment. 1.04 DELIVERY, STORAGE AND HANDLING A. General Requirements: Materials shall be delivered in their original, unopened packages, and protected from exposure to the elements. Damaged or deteriorated materials shall be removed from the premises. 1.05 SITE CONDITIONS A. Environmental Requirements: Before, during and after installation of Level-Right PLUS or Level- Right FS-10, building interior shall be enclosed and maintained at a temperature above 40 degrees F (4.5 degrees C) and below 100 degrees F (37.7 degrees C)until structure and sub-floor temperature are stabilized. PART 2: PRODUCTS 2.01 MATERIALS A. Self-Leveling;Cementitious Poured Floor Underlayment: Floor underlayment compound shall be Level-Right PLUS or Level-Right FS-10 Cementitious Self-Leveling Floor Underlayment as manufactured by Maxxon Corporation, Hamel, MN. B. Mix Water: Potable,free from impurities C. Concrete Primer: Manufacturer D. Sealer: Manufacturer Approved Sealer ® G3040 - SELF-LEVELING CONCRETE FLOOR Anthony Abbate Architect Nyberg Swanson House 4/9/2003 2.02 MIX DESIGNS A. General Requirements: Level-Right PLUS or Level Right FS 10 mix proportions and methods shall be in strict accordance with product manufacturer's recommendations. PART 3: EXECUTION 3.01 PREPARATION A. Condition and Cleaning of Subfloor: Subfloor shall be structurally sound. Steel troweled concrete, concrete sealed with curing compounds, or slick or smooth substrate surfaces must be shotblast or scarified. General Contractor shall clean subfloor to remove mud, oil, grease, and other contaminating factors before arrival of the underlayment crew. B. Leak Prevention: Fill cracks and voids with a quick-setting caulk or patching material where leakage of Level-Right PLUS or Level-Right FS-1 0 could occur. C. Priming Subfloor: Prime concrete subfloor using Manufacturer Approved Primer. Priming instructions vary according to the porosity of the concrete; multiple coats may be necessary. D. Expansion Joints: Allow joints to continue through the Level-Right PLUS or Level-Right FS-1 0 at the same width. 3.02 APPLICATION OF SELF-LEVELING FLOORING A. Scheduling: Application of Level-Right PLUS or Level-Right FS-10 shall not begin until the building is enclosed, including roof,windows, doors and other fenestration. Install after drywall installation unless tenant finish requirements identify partitioning after the pour. B. Application: Place Level-Right PLUS from 0-1 'A" (0-38 mm); Level-Right FS-10 from 0-3/8" (0-10 mm). Spread and float to a smooth surface. Except at authorized joints, place underlayment as continuously as possible until C. Drying: General contractor shall provide continuous ventilation and adequate heat to remove moisture from area until the Level-Right PLUS or Level-Right FS-10 is dry. General Contractor shall provide mechanical ventilation if necessary. 3.04 FIELD QUALITY CONTROL A. Field Samples: At least one set of 3 molded cube samples shall be taken from each day's pour during underlayment application. Cubes shall be tested as recommended by Maxxon Corporation in accordance with modified ASTM C 109. Test results shall be delivered to architect and/or contractor upon request from applicator. 3.05 PROTECTION A. Protection from heavy loads: During construction,place temporary wood planking over underlayment wherever it will be subject to heavy wheeled or concentrated loads. END OF SECTION 03540- SELF-LEVELING CONCRETE FLOOR 2 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 SECTION 03932 CONCRETE REPAIR PART1: GENERAL 1.01 PROJECT 1.01 SECTION INCLUDES i A. Preparation of concrete and application of repair materials. B. Rehabilitation of concrete surfaces. C. Repair of concrete internal reinforcement. 1.02 REFERENCES A.ASTM A 82- Standard Specification for Steel Wire, Plain,for Concrete Reinforcement;; 1997a B.ASTM A 6151A 615M- Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement; 1996a. C.ASTM C 33- Standard Specification for Concrete Aggregates; 1997. D. ASTM C 150 - Standard Specification for Portland Cement; 1997a. E.ASTM C 404 - Standard Specification for Aggregates for Masonry Grout; 1997. F. ASTM C 882-Standard Test Method for Bond Strength of Epoxy-Resin Systems Used with Concrete by Slant Shear; 1991. G.ASTM D 638- Standard Test Method for Tensile Properties of Plastics; 1997. H. ASTM D 695-Standard Test Method for Compressive Properties of Rigid Plastics; 1996. I. ASTM D 790 - Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials; 1997. J. AWS D1.4 - Structural Welding Code- Reinforcing Steel; American Welding Society; 1998. 1.03 SUBMITTALS A. See Section 01600 -Product Requirements,for submittal procedures. B. Product Data: Indicate product standards, physical and chemical characteristics,technical specifications, limitations, maintenance instructions, and general recommendations regarding each material. C. Manufacturer's Certificate: Certify that specified products meet or exceed specified requirements. 03952- CONCRETE REPAIR Anthony Abbate Architect Nyberg Swanson House 4/9/2003 D. Project Record Documents: Accurately record actual locations of structural reinforcement repairs, type of repair. 1.04 QUALITY ASSURANCE A. Perform welding work in accordance with AWS D1.4. B. Applicator Qualifications: Company specializing in performing concrete restoration with minimum 10 years of documented experience. C. Design reinforcement splices under direct supervision of a Professional Structural Engineer experienced in design of this type of work and licensed in Florida. 1.05 MOCK-UP A. Prepare one sample of each type of injection and patching procedure. B. Locate where directed. 1.06 DELIVERY,STORAGE,AND PROTECTION A. Comply with manufacturers' instructions for storage, shelf life limitations, and handling. PART 2: PRODUCTS 2.01 MANUFACTURERS A. Epoxy Mortars: 1. Dayton-Superior Corp. 2. E-poxy Industries, Inc. 3. Sto Concrete Restoration Div. 4. Substitutions: See Section 01600—Product Requirements B. Cementitious Mortars: 1. W.R. Specialty Chemicals, Inc. 2. Dayton-Superior Corp. 3. Substitutions: See Section 01600—Product Requirements C. Bonding Agents: 1. Hams Specialty Chemicals, Inc. 2. Larsen Products Corp. 3. L&M Construction Chemicals, Inc. 4. Substitutions: See Section 01600 -Product Requirements. 2.02 PATCHING MATERIALS A. Epoxy Resin:Two-part epoxy adhesive containing 100 percent solids, meeting the following minimum characteristics: 1. Bond Strength (ASTM C 882): 2,700 psi (18.6 Mpa). 03932—CONCRETE REPAIR 2 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 2. Tensile Strength (ASTM D 638): 6,600 psi (45 Mpa). 3. Percent Elongation (ASTM D 638): 2 percent at 7 days at 70 degrees F (21 degrees C). 4. Flexural Strength (ASTM D 790): 8,000 psi (45 Mpa). 5. Compressive Strength (ASTM D 695):6,500 psi (55 Mpa). B. Bonding Agent: Polyvinyl acetate emulsion, dispersed in water while mixing, non-coagulant in mix,water resistant when cured. C. Portland Cement: ASTM C 150,Type I, grey. D. Sand:ASTM C 33; uniformly graded, clean. E.Water: Clean and potable. F. Cleaning Agent: Commercial muriatic acid of minimum effective percent strength. 2.03 REINFORCEMENT MATERIALS A. Reinforcing Steel: ASTM A 6151A 615M Grade 40 (300) billet-steel deformed bars, unfinished. 2.04 MIXING EPDXY MORTARS A. Mix epoxy mortars in accordance with manufacturer's instructions for purpose intended. B. Mix components in clean equipment or containers. Conform to pot life and workability limits. EMEN 2.05 MIXING C ITIOUS MATERIALS T A. Mix cementitious mortar and grout in accordance with manufacturer's instructions for purpose intended. PART 3: EXECUTION 3.01 EXAMINATION A.Verify that surfaces are ready to receive work. B. Beginning of installation means acceptance of substrate. 3.02 PREPARATION A. Clean concrete surfaces of dirt, laitance, corrosion, or other contamination;wire brush using water; rinse surface and allow to dry. B. Flush out cracks and voids with chemical solvent to remove laitance and dirt. Chemically neutralize by rinsing with water. C. Provide temporary entry ports spaced to accomplish movement of fluids between ports; no deeper than the depth of the crack to be filled or port size diameter no greater than the thickness of the crack. Provide temporary seal at concrete surface to prevent leakage of adhesive. 33932 -CONCRETE REPAIR Anthony Abbate Architect Nyberg Swanson House 4/9/2003 D. For areas patched with epoxy mortar, remove broken and soft concrete 114 inch (6 mm)deep. Remove corrosion from steel. Clean surfaces mechanically;wash with cleaning agent; rinse with water. E. Brush clean the exposed reinforcement steel surfaces. Mechanically cut away damaged portions of bar. 3.03 REPAIR WORK A. Repair exposed structural, shrinkage, and settlement cracks of concrete as indicated on drawings by the epoxy injection method. B. Repair spalling. Fill voids flush with surface.Apply surface finish. C. Repair reinforcement by welding new bar reinforcement to existing reinforcement with sleeve splices. Strength of welded splices to exceed original stress values. 3.04 INJECTION -EPDXY RESIN ADHESIVE A. Inject adhesive into prepared ports under pressure using equipment appropriate for particular application. B. Begin injection at lower entry port and continue until adhesive appears in adjacent entry port. Continue from port to port until entire crack is filled. C. Remove temporary seal and excess adhesive. D. Clean surfaces adjacent to repair and blend finish. 3.05 APPLICATION -EPDXY MORTAR A.Trowel apply mortar mix to an average thickness of 1 inches (25 mm).Tamp into place filling voids at spalled areas. B. For patching honeycomb, trowel mortar onto surface,work mortar into honeycomb to bring surface flush with surrounding area. Finish trowel surface to match surrounding area. C. Cover exposed steel reinforcement with epoxy mortar,feather edges to flush surface. 3.06 APPLICATION -CEMENTITIOUS GROUT A.Apply spray coating of bonding agent to dry concrete surfaces. Provide full surface coverage. B.Apply cementitious grout by steel trowel to an average thickness of 1 inches (25 mm).Tamp into place filling voids at spalled areas.Work mix into honeycomb. C. Damp cure cementitious mortar for four days. 03932-CONCRETE REPAIR 4 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 3.07 FIELD QUALITY CONTROL A. An independent testing agency will perform field inspection and testing_ 1. Test concrete for calcium chloride content during the execution of the Work. END OF SECTION ti. - C3932- CONCRETE REPAIR 5 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 SECTION 04900 MASONRY RESTORATION AND REPAIR PART1: GENERAL 1.01 SECTION INCLUDES A. Water cleaning of concrete masonry and brick surfaces. B. Replacement of damaged units. C. Repointing mortar joints. D. Repair of damaged masonry. 1.02 REFERENCES A. ACI 530/ASCE 5/TMS 402-Building Code Requirements for Masonry Structures; American Concrete Institute International; 1995. B. ACI 530.1/ASCE 6/TMS 602-Specification for Masonry Structures;American Concrete Institute International; 1995. C. IMIAWC (HW)- Recommended Practices &Guide Specifications for Hot Weather Masonry Construction; International Masonry Industry All-Weather Council; current edition. 1.03 SUBMITTALS A. See Section 01600-Product Requirements,for submittal procedures. B. Product Data: Provide data on cleaning compounds. C. Contractor shall deliver to the Owner 1 cup (250m1) samples from every separate delivery of all materials sent to the job for pointing and patching.This shall include sand, lime, and Portland cement. Samples shall have label showing delivery date and time and identifying marks from containers. D. Submit cured samples of each type of colored grout and mortar, showing full range of color which can be expected in the finished work. E. Contractor shall cast three 2" cubes from every batch of pointing or patching mortar mixed on the job.The sample cubes shall be left on site and cured as are the joints or patches F. Repointing: Prepare a 12"x6" sample area on the building where directed by the architect, showing routing and repointing including mortar,type of joint, and workmanship for each type of masonry in the project. Samples shall include: pointing of chimney, and pointing of concrete unit masonry. G. Samples: Submit four samples of face brick and rusticated concrete block units to illustrate matching color, texture and extremes of color range. H. Manufacturer's Instructions: For cleaning materials, indicate special procedures, conditions requiring special attention. 04-00—MASONRY RESTORATION&REPAIR Anthony Abbate Architect Nyberg Swanson House 4/9/2003 1. Cleaning Program: Submit a written program for each phase of cleaning process including 0 protection of surrounding materials on building and site during operations. Describe in detail materials, methods, and equipment to be used for each phase of masonry and concrete cleaning work, including materials to be cleaned and type of staining or soiling to be removed. J. Alternatives: If alternative methods and materials to those indicated herein are proposed for any phase of restoration work, provide written description, including evidence of successful use on other comparable projects, and program of testing to demonstrate effectiveness for use on this project- 1. All methods and materials proposed for the work shall be based on the recommended approaches to rehabilitation as set forth in"The Secretary of the Interior's Standards for Rehabilitation and Guidelines for Rehabilitating Historic Buildings(Standards and Guidelines)" and shall be reviewed for conformance by the Florida Department of State, Division of Historical Resources. K. Samples: Submit,for verification purposes prior to test program, samples of each type of cleaning material included in the cleaning program. 1.04 QUALITY ASSURANCE A. Comply with provisions of ACI 530/ASCE 5/TMS 402 and ACI 530.1/ASCE 61TMS 602, except where exceeded by requirements of the contract documents. 1. Maintain one copy of each document on project site. B. Restorer: Company specializing in masonry restoration with minimum three years of documented experience. • 1.05 MOCK-UP A. Restore and repoint a masonry wall sized 2 feet (0.6 m)long by 2 feet(0.6 m) high, which includes mortar. B. Clean each type of masonry and concrete surface to determine the effectiveness of the cleaning compounds and precise cleaning procedures.Test clean each type of masonry Materials shall be applied in strict accordance with manufacturer's printed instructions. Follow manufacturer's recommendations and procedures for testing. Procedures may be adjusted according to test results. 1. Repeat, using different cleaning methods until acceptable. 2. Protect adjacent non-masonry materials from possible reaction with cleaning agents. C. Allow waiting period of duration indicated, but not less than 30 calendar days after completion of the sample to permit study of sample panels for negative reactions. D. Acceptable panel and procedures employed will become the standard for work of this section. E.The Architect's review and approval shall not relieve the Contractor from responsibility for error in shop drawings, or for proper coordination and assembly of materials and equipment, nor from responsibility of furnishing materials and labor not indicated but required by the Contract Documents for completion of the work. F. Mock-up may remain as part of the Work. 049000-- PAASONRY RESTORATION&REPAIR 2 Anthony Abbate Architect Nyberg Swanson House 4l9i2003 1.06 PRE-INSTALLATION MEETING A. Convene one week prior to commencing work of this section. B. Require attendance of parties directly affecting work of this section. C. Review conditions of installation, installation procedures, and coordination with related work. 1.07 DELIVERY,STORAGE, AND HANDLING A. Deliver materials neatly stacked and tied on pallets. Store clear of ground with adequate waterproof covering. 1.08 ENVIRONMENTAL REQUIREMENTS A. Maintain materials and surrounding air temperature to maximum 90 degrees F (32 degrees C) prior to,during, and 48 hours after completion of masonry work. 1.09 PROJECT CONDITIONS A. Perform repointing before cleaning masonry surfaces. PART 2: PRODUCTS 2.01 MANUFACTURERS A. Restoration and Cleaning Chemicals: 1. ProSoCo, Inc.; Product Sure Klean, or approved equal. a. Graffiti Remover: Sure Klean Paint Stripper. b. Ferrous Stain Remover: Sure Klean Restoration Cleaner. c. Asphalt and Tar Remover: Sure Klean Asphalt and Tar Remover. d. Bird Related Stain Remover: Sure Klean Restoration Cleaner. e. Paint Remover: Sure Klean 509 Paint Stripper. f. Existing Excessive Mortar Remover:To be determined in the field. g_ Brick Masonry Cleaner: Sure Klean PHeavy Duty Paint Stripper. h_ Brick Masonry Rinse: Sure Klean Restoration Cleaner. 2. Unless otherwise indicated, dilute chemical cleaning materials with water to produce solutions of lowest concentration that will provide the required results, as established by approved test panels and as specified herein. B.Adhesives: 1. Sikadur Hi-Mod Epoxy, Sikadur Hi-mod Gel Epoxy, and Sikadur Lo-mod Epoky by Sika Corporation or approved equal. 2. Substitutions: See Section 01600 -Product Requirements. 2.02 CLEANING MATERIALS AND EQUIPMENT A.Water for cleaning: Clean, potable, pH neutral,free of oils, acids, alkalis, salts, and organic matter. G4900-MASONRY RESTORATION&REPAIR 3 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 - B. Brushes: Fiber bristle only. C. Strippable masking material for protecting glass,metal,etc.: Manufacturer's standard liquid,film forming, strippable masking material for protecting glass metal, and cast stone surfaces from damaging effect of acidic and alkaline masonry cleaners. D. Spray Equipment: Provide equipment for controlled spray application of water and chemical cleaners, if any, at rates and pressures specified for, measured at spray tip (for volume). 2.03 MASONRY AND MORTAR MATERIALS A. Replacement Face Brick: Provide units to match existing in color, texture, and size. Bricks shall conform to ASTM C216, Grade SW. B. Masonry Cleaners: ProSoCo Sure Klean products manufactured by ProSoCo, Inc. 1040 Parallel Parkway, Kansas City, KS 66104,or an approved equal. C. Cement: ASTM (1/2 gray-1/2 white) D. Lime: Hydrated mason's lime ASTM C-107 Type S. E. Sand: Clean sharp sand, free of loam, silt,soluble salts, and organic matter. Aggregate shall conform to the following size gradations per ASTM C-144: Sieve Size Percent Retained 1. No.4 0 2. No. 8 5 3. No. 16 28 • 4. No. 30 47 5. No. 50 64 6. No. 100 97 7. No. 200 99 F.Water: Potable,free of deleterious amounts of oils, acids, alkalies, and organic matter. G. Sand and lime.shall be delivered to the project site in unopened bags marked with the proper ASTM designations. No unmarked materials shall be permitted on the site. All raw materials shall be sampled.Test cubes of contractor's mortar shall be obtained and prepared as per specifications. H. Mortar mix: Prepare mortar mix for brickwork proportioned 1:1:6, cement:lime:sand. I. Match existing mortar in color, texture, and profile. J. The use of admixtures will not be permitted without the prior written approval of the architect. PART 3: EXECUTION 3.01 EXAMINATION A.Verify that surfaces to be cleaned and restored are ready for work of this section. • 04900- MASONRY RESTORATION& REPAIR 4 Anthony Abbate Architect Nyberg Swanson House 4i9/2003 3.02 PREPARATION iA. Mask areas, landscaping, materials, and surfaces not receiving work of this section to protect from damage. B. Protect elements surrounding the work of this section from damage and disfigurement. C. Immediately remove stains, efflorescence, or other excess resulting from the work of this section. D. Protect roof membrane and flashings from damage. Lay 1/2 inch (13 mm)plywood on roof surfaces over full extent of work area and traffic route. 3.03 REBUILDING A. Cut out damaged and deteriorated masonry with care in a manner to prevent damage to any adjacent remaining materials. B. Cut away loose or unsound adjoining mortar as directed. C. Mortar Mix:As specified herein. Colored and proportioned to match existing work. D. Install built in masonry work to match and align with existing,with joints and coursing true and level, faces plumb and in line. Build in all openings, accessories and fittings. 3.04 REPOINTING A. Cutout loose or disintegrated mortar in joints to minimum 3/4 inch (19 mm)depth or until sound mortar is reached. B. Do not damage masonry units. C_ Brush, vacuum, blow out or flush joints or cracks to remove all dirt and loose debris. D. Wet surface of bricks adjacent to joint prior to pointing. Contractor shall maintain a pressure sprayer filled and on site at all times that masonry work is in progress. Soak joints thoroughly before pointing or patching. E. Point all joints more than 1" in depth by back pointing with mortar. Pack entire joint full with mortar installed in layers no thicker than 112 inch. F.Tool joint to match existing joint profile.Where repointing brick masonry, do not allow mortar to extend over the edges of the brick(featheredging). G. Moist cure for 72 hours. Keep mortar damp (80-90% RH) until set.This shall be accomplished by thoroughly soaking the pointed and patched areas at the beginning and end of each working day until 72 hours are passed. 3.05 RESTORATION CLEANING A. Clean surfaces and remove large particles with wood scrapers or non-ferrous wire brush. B_ Spray coat masonry with restoration cleaner, mixed into solution in accordance with `, 04900- P,/iASONRY RESTORATION&REPAIR 5 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 manufacturer's instructions. C. Allow sufficient time for solution to remain on masonry and agitate with soft fiber brush or sponge. D. Rinse from the bottom up with potable water applied at 400 psi (2 750 KPa)and at a rate of 4 gal/min (16 Umin). 3.06 CLEANING A.As work proceeds and on completion, remove excess mortar, smears, droppings. B. Clean surrounding surfaces. END OF SECTION 04900- MMONP.Y RESTORATION& REPAIR 6 Anthony Abbate Architect Nyberg Swanson House 4/912003 SECTION 06400 ARCHITECTURAL WOODWORK PARTI: GENERAL 1.01 SECTION INCLUDES A. Architectural windows B. Exterior entrance doors, frames,sidelites, and trim. C. Interior doors and frames D. Interior cased openings. E. Standing and running trim. 1.02 SUBMITTALS A. See Section 01600—Product Requirements,for submittal procedures. B. Shop Drawings:Show materials,layout,dimensions, profiles,fasteners and anchors, and interface with adjacent construction. 1.03 QUALITY ASSURANCE A. Manufacturer Qualifications: Member of the Architectural Woodwork Institute,capable of producing the producing the woodwork specified in quantity required within the project time-frame. 1.03 PROJECT CONDITIONS A. Maintain environmental conditions(temperature, humidity,and ventilation)within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. PART 3: EXECUTION 3.01 PREPARATION A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 3.02 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Seal exterior woodwork to adjacent construction; seal exposed joints in woodwork units. END OF SECTION 0640C-ARCH ITECTURAL'JAIOODWORK ' Anthony Abbate Architect Nyberg Swanson House 4/13/2003 SECTION 06423 _ WOOD VENEER FACED PANELING PARTI: GENERAL 1.01 SECTION INCLUDES A. Custom wood veneer panel B. Solid wood panel trim. 1.02 REFERENCES A. ANSI A208.1 —American Standard for Particle Board; 1999. B. ASTM E84—Standard Test Method for Surface Buming Characteristics of Building Materials;2001 C. AWI (QSI)—Architectural Woodwork Quality Standards Illustrated; Architectural Woodwork Institute; Seventh Edition,Version 1.2, 1999. D. HPVA HP-1 —American National Standard for Hardwood and Decorative Plywood; Hardwood Plywood &Veneer Association;2000 (ANSI HPVA HP-1) 1.03 SUBMITTALS A_See Section—01600—Product Requirements,for submittal procedures. PART 2: PRODUCTS 2.01 FABRICATION A. Fabricate to AWI Quality Standards Illustrated Custom quality, or Flush design. B. Fabricate panels with approved matching between adjacent leaves. C. Prepare panels for delivery to site, permitting passage through building openings. D. Finish expsoed edges of panels as specified by grade requirements E. Sand work smooth, ready for finishing. PART 3: EXECUTION 3.01 INSTALLATION A. Install work in accordance with requirements of AWI Quality Standards Illustrated for specified grade. B. Do not begin installation until wood materials have been fully acclimated to interior conditions as recommended by AWI Quality Standards Illustrated. 06423-SNOOD VENEER FACED PANELING 1 Anthony Abbate Architect Nyberg Swanson House 4/13/2003 C. Set and secure materials and components in place,plumb and level, using concealed fasteners wherever possible_ 3.02 SITE APPLIED WOOD TREATMENT A. Apply preservative treatment in accordance with manufacturer's instructions. END OF SECTION 06423-VVDOD VENEER FACED PANELING 2 Anthony Abbate Architect Nyberg Swanson House 4/9(2003 SECTION 07900 VJOINT SEALERS PART 1: GENERAL 1.01 SECTION INCLUDES A. Sealants and joint backing. B. Precompressed foam sealers. 1.02 REFERENCES A.ASTM C 834-Standard Specification for Latex Sealants; 1995. B.ASTM C 920-Standard Specification for Elastomeric Joint Sealants; 1998. C.ASTM C 1193-Standard Guide for Use of Joint Sealants; 1991 (Reapproved 1995). D. ASTM D 1056-Standard Specification for Flexible Cellular Materials-Sponge or Expanded Rubber; 1998. E. ASTM D 1667 -Standard Specification for Flexible Cellular Materials-Vinyl Chloride Polymers and Copolymers (Closed-Cell Foam); 1997. 1.03 SUBMITTALS A. See Section 01300-Administrative Requirements,for submittal procedures. B. Product Data: Provide data indicating sealant chemical characteristics. C. Samples: Submit two (2)samples illustrating sealant colors for selection. 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience. B.Applicator Qualifications: Company specializing in performing the work of this section approved by manufacturer. 1.05 MOCK-UP A. Provide mock-up of sealant joints in conjunction with window. B. Construct mock-up with specified sealant types and with other components noted. C. Locate where directed. D. Mock-up may remain as part of the Work. 07900—JOINT SEALERS Anthony Abbate Architect Nyberg Swanson House 4/9/2003 1.06 ENVIRONMENTAL REQUIREMENTS A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation. 1.07 WARRANTY A. Correct defective work within a five year period after Date of Substantial Completion. B. Warranty: Include coverage for installed sealants and accessories which fail to achieve airtight seal, exhibit loss of adhesion or cohesion, or do not cure. PART 2: PRODUCTS 2.01 MANUFACTURERS A. Polyurethane Sealants: 1. Tremco, Inc.: Product Vulkem 116 2. Substitutions: See Section 01600—Product Requirements B. Acrylic Sealants: 1. Tremco, Inc.: Product Ultrem 1500 2. Substitutions: See Section 01600—Product Requirements C. Acrylic Emulsion Latex Sealants: 1. Tremco, Inc.: Product Tremflex 834 2. Substitutions: See Section 01600—Product Requirements 2.02 SEALANTS A. Type A-General Purpose Exterior Sealant: Polyurethane; ASTM C 920, Grade NS, Class 25, Uses M, G, and A; single component. 1. Color: Standard colors matching finished surfaces. 2. Product Vulkem 116 manufactured by Tremco. 3. Applications: Use for: a. Control, expansion, and soft joints in masonry. b. Joints between concrete and other materials. c. Window and door frame perimeters.. d. Other exterior joints for which no other sealant is indicated. B. Type B-Glazing Sealant Acrylic latex;ASTM C-920, Type S, Grade NS, Class 25, Uses NT,A, M, 0;high solids content with low shrinkage. 1. Color: Standard colors matching finished surfaces. 2. Product Ultrem 1500 manufactured by Tremco.. 3. Applications: Use for: a. Drop in glazing. b. Back bedding. C. Type C- General Purpose Interior Sealant: Siliconized acrylic latex; ASTM C 834, single component, paintable. 1. Color: Standard colors matching finished surfaces. 07900- JOINT SEALERS 2 Anthony Abbate Architect Nyberg Swanson House 419I2003 2. Product: Tremflex 834 manufactured by Tremco. 3. Applications: Use for: a. Interior wall and ceiling control joints. b. Joints between interior door and window frames and wall surfaces. c. Other interior joints for which no other type of sealant is indicated. 2.03 ACCESSORIES A. Primer: Non-staining type, recommended by sealant manufacturer to suit application. B.Joint Cleaner: Non-corrosive and non-staining type,recommended by sealant manufacturer; compatible with joint forming materials. C.Joint Backing: Round foam rod compatible with sealant;ASTM D 1667, closed cell PVC; oversized 30 to 50 percent larger than joint width. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. PART 3: EXECUTION 3.01 EXAMINATION A.Verify that substrate surfaces are ready to receive work. B.Verify that joint backing and release tapes are compatible with sealant. 3.02 PREPARATION A. Remove loose materials and foreign matter which might impair adhesion of sealant. B. Clean and prime joints in accordance with manufacturer's instructions. C. Perform preparation in accordance with manufacturer's instructions and ASTM C 1193. D. Protect elements surrounding the work of this section from damage or disfigurement. 3.03 INSTALLATION A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions. B. Perform installation in accordance with ASTM C 1193. C. Measure joint dimensions and size joint backers to achieve width-to-depth ratio, neck dimension, and surface bond area as recommended by manufacturer. D. Install bond breaker where joint backing is not used. E. Install sealant free of air pockets,foreign embedded matter, ridges, and sags. F. Apply sealant within recommended application temperature ranges. Consult manufacturer 07900-JOINT SEE-,I-ERS 3 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 when sealant cannot be applied within these temperature ranges. 0 G. Tool joints concave. H. Precompressed Foam Sealant: Do not stretch; avoid joints except at comers, ends, and intersections; install with face 1/8 to 114 inch (3 to 6 mm)below adjoining surface. 3.04 CLEANING A. Clean adjacent soiled surfaces. 3.05 PROTECTION OF FINISHED WORK A. Protect sealants until cured. 3.06 SCHEDULE A. Exterior Joints for Which no other sealant type is Indicated:Type A;colors as selected. B. Control, expansion, and soft joints in masonry, and between masonry and adjacent Work: Type A. C. Joints between exterior metal frames and adjacent Work:Type A. D. Glazing sealants:Type B. E. Interior Joints for Which No Other Sealant is Indicated:Type C; colors as selected. END OF SECTION 07900-JOINT SEALERS 4 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 SECTION 08200 iWOOD DOORS PARTI: GENERAL 1.01 SECTION INCLUDES A. Extent of work is indicated on sheets A1.3,A1.4, and on related Section and Detail sheets; as specified herein for proper performance of work. B. Briefly, and without force and effect upon contract documents,work of this section can be summarized as follows: 1. Replace wood door in Rear Porch as indicated on the drawings. 2. Replace wood doors in Office and bathroom area as indicated on the drawings. 3. Replicate, repair, and/or replace wood doors as required where affected by Work,as indicated on the drawings. 1.02 QUALITY ASSURANCE A.Work to wood doors must be performed by a firm with not less than three years successful experience in restoration projects employing skilled personnel for execution of the work. 1.03 RELATED WORK SPECIFIED ELSEWHERE A. Section 06402—Interior Architectural Woodwork B. Section 08600—Wood Windows 1.04 SAMPLES AND SUBMITTALS A. Contractor shall deliver to owner shop drawings of profiles to be replicated, along with wood sample. PART2: PRODUCTS 2.01 ASSEMBLY A.When rebuilding, or restoring wood doors, all parts that may be reused shall be salvaged to be incorporated into new size. 2.02 MATERIALS AND EQUIPMENT A. All new wood parts shall be in same wood as existing. B. All profiles shall match existing. 08200 -`PVOOD DOORS Anthony Abbate Architect Nyberg Swanson House 4/9/2003 PART 3: EXECUTION 3.01 REAR ENTRANCE DOOR A. Provide full size scale drawings of wood trim profiles of door parts and assembly prior to fabrication for approval by architect or owner. B. New Rear door in same wood species as front Entry door. Door shall be sanded and ready for finish. C. Door hardware to comply with Product Information sheets attached herein. Contractor to provide samples prior to installation of door. D. Provide shop drawings with Engineering, showing compliance with local code minimum design pressure criteria. 3.02 EXISTING DOORS TO BE REINSTALLED A. Ascertain that doors coincide with frame. B. Use solid brass wood screws with flat head and regular slotted head. C. Do not scratch or damage existing doors, hinges, or door frame. D. In the event existing holes for screws have been widened to not allow for screw to grip tight, it may be possible to substitute longer screws of same gauge. In most cases interior door frames are too thin for this solution to work. In this case, plug screw holes with tapered dowels and tap them into place with glue. Leave dowels untrimmed until glue sets, then pare them flush with chisel. Finally, drill pilot holes for screws and attach hinge. 3.03 NEW DOORS FOR BATHROOM AREA A. Contractor shall obtain wood of same grain and species as existing doors in house. Provide stain sample prior to commencement of work. B. Use profiles for new door as indicated on Drawing. C. Provide shop drawing of assembly prior to commencement of work_ D. Provide hardware samples prior to installation of door. END OF SECTION 08200--11VOOD DOORS 2 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 SECTION 08600 VWOOD WINDOWS PART ]: GENERAL 1.01 SECTION INCLUDES A. Briefly, and without force and effect upon contract documents,work of this section can be summarized as follows: 1. All wood windows on first and second floor shall be reviewed, and if necessary repaired. 2. All screen panels shall be reviewed and repaired, and if necessary replaced. 3. Cracked or broken glazing shall be replaced. 4. If rotten wood is encountered, it shall be replaced with same type of wood. 5. Special consideration shall be made for weathersealing. 6. Types of repairs may include the replacement of sash cords, lubrication,frame adjustment, removal __- 7. Provide new window for bathroom as indicated on the drawings. 8. Provide new windows for Rear Porch as indicated on the drawings. 1.02 QUALITY ASSURANCE A. Woodwork must be performed by a firm with not less than three years successful experience in restoration projects employing skilled personnel for execution of the work. 1.03 RELATED WORK SPECIFIED ELSEWHERE A. Section 06402—Interior Architectural Woodwork B. Section 08200—Wood Doors C. Section 12500—Window Treatment 1.04 SAMPLES AND SUBMITTALS A. Contractor shall deliver to owner shop drawings of profiles to be replicated, along with wood sample. B. Contractor shall deliver Engineering data to show compliance with local code minimum design pressure criteria 1.05 GENERAL REPAIRS A. Repairing a damaged weatherseal. 1. Rake loose mortar to expose joint between window frame and masonry surround. 2. Inject polyurethane foam to fill large gaps. 3. Caulk or seal the joint and cover with mortar to preserve original appearance (if applicable). B. New windows. 1 Provide shop drawing of assembly prior to commencement of work. 2. Provide wood sample prior to fabrication of window. 08600-VVOOD WINDOWS Anthony Abbate Architect Nyberg Swanson House 4/9/2003 3. Contractor shall obtain wood of same grain and species as existing wood in house. Provide stain sample prior to commencement of work. END OF SECTION 08500 -WOOD%,V1ND0'VVS 2 Anthony Abbate Architect Nyberg Swanson House 4/13/2003 SECTION 08700 HARDWARE PARTI: GENERAL 1.01 SECTION INCLUDES A. Extent of work is indicated on sheets A1.3,A1.4, and on related Section and Detail sheets; as specified herein for proper performance of work. B. Briefly, and without force and effect upon contract documents,work of this section can be summarized as follows: 1. Install hardware for new wood door in Rear Porch as indicated on the drawings. 2. Install hardware for new wood doors in Office and bathroom area as indicated on the drawings. 3. Replicate, repair, and/or replace hardware for all doors as required where affected by Work, as indicated on the--drawings. 4. Install finish hardware in accordance with finish schedule and door manufacturer's requirements, including, but not limited to,locksets,hinges, latchsets, deadbolts, closers,strikes, stops,holders, astrigals at double doors, and other devices required for complete and proper operation and assembly and design as existing. 1.02 QUALITY ASSURANCE A. Hardware Work to be performed by a firm with not less than three years successful experience in restoration projects employing skilled personnel for execution of the work. 1.03 RELATED WORK SPECIFIED ELSEWHERE A. Section 08200—Wood Doors 1.04 SAMPLES AND SUBMITTALS A. Submit two keys for exterior door to Owner, per Owner's specific keying instructions. B. Unless otherwise requested by Owner, keying of existing front entrance door and new rear entrance door shall be alike. PART 2: PRODUCTS 2.01 MANUFACTURER A. New Hardware Manufacturer: LaForge, 510 DeHaro, SanFrancisco, CA 94107 Telephone: (415)252-9898, Fax: 1 (888) LAFORGE 2.02 MATERIALS AND EQUIPMENT A. All new hardware parts shall match existing materials and finish for similar location. B. Existing hardware from demolition work should be reused where possible and restored to like new condition. 08700- HARDWARE 1 Anthony Abbate Architect Nyberg Swanson House 4/13/2003 t ORT 3: EXECUTION 3.01 GENERAL A. Furnish hardware with all necessary screws,bolts, and other fastenings of suitable size and type to anchor hardware in position for heavy use and long life 3.02 HARDWARE FOR REAR ENTRANCE DOOR _ A. Provide complete exterior door hardware package, including latchset, deadbolt, hinges, threshold, f weatherstripping,and strikes. C. Latch set and Deadbolt:La Forge#2807 D. Threshold not to exceed'/2". E. Install hardware-at existing height of-similar doors,except do not exceed maximum-height-of-48". 3.03 EXISTING HARDWARE TO BE REINSTALLED A. Use solid brass wood screws with flat head and regular slotted head. B. In the event existing holes for screws have been widened to not allow for screw to grip tight, it may be possible to substitute longer screws of same gauge. In most cases interior door frames are too thin for this solution to work. In this case, plug screw holes with tapered dowels and tap them into place with glue. Leave dowels untrimmed until glue sets, then pare them flush with chisel. Finally, drill pilot holes for screws and attach hinge. 3.04 NEW HARDWARE FOR BATHROOM AREA A. Install privacy ADA compliant lever latch set for bathroom. B. Latch set: La Forge#2707 C. Install floor mounted door stop. D. Install wood threshold to match existing wood flooring not to exceed '/z". F. Install hardware at existing height of similar doors, except do not exceed maximum height of 48". END OF SECTION 08700- HARDWARE 2 Anthony Abbate Architect Nyberg Swanson House 4/13/2003 SECTION 09200 LATH AND PLASTER REPAIR PARTI: GENERAL 1.01 SECTION INCLUDES A. Briefly, and without force and effect upon contract documents,work of this section can be summarized as follows: 1. Repair and patch interior plaster and lath in those areas as indicated on the drawings; and on related Section and Detail sheets as specified herein. 1.02 QUALITY ASSURANCE A Lath and plaster repair work must be performed by a firm with not-less than-3 years successful experience in restoration projects employing skilled personnel for execution of work. 1.03 GENERAL REPAIRS A. Fixing a sagging ceiling 1. If wood lath and plaster is detached from wood joists due to the deterioration of nails: a. Prop up sagging portion of ceiling b. Refasten wood lath to joist using brass screws and washers c. Fill screw holes with plaster, sand smooth after drying,texture to match adjacent. 2. If plaster keys are detached: a. Cut sagging portion of ceiling and patch with new plaster taking care to match existing finish. B. Filling crackes: 1. Most cracks require nothing more than filling followed by painting, however,wide crakcs should be inspected to assure no major structural movement is occuring. C. Patching holes in lath and plaster: 1. Chop away plaster at the edges of the hole to reveal the nearest studs or joists at each side. 2. Cut plasterboard panel and affix it using plasterboard screws driven into the studs or joists. 3. Paint edges with diluted bonding agent,then trowel on joint compound to form smooth and flush surface, texture of surface shall match adjacent surface. Sample shall be provided for review by architect prior to installation 1.04 CLEANING A. Upon completion of lath and plaster repairs, clean all surfaces of foreign matter, leave finished repairs clean and ready for paint. END OF SECTION 09200-LATH AND PLASTER REPAIR 1 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 SECTION 09250 _ GYPSUM BOARD REPAIR AND INSTALLATION PARTI: GENERAL 1.01 SECTION INCLUDES A. Briefly,and without force and effect upon contract documents,work of this section can be summarized as follows: 1. Patch all holes created during probe work and any other damage in existing gypsum board. 2. Extent of gypsum board repair and installation is indicated on drawings 1.02 QUALITY ASSURANCE A. Gypsum board repair work must be performed by a firm with not less than 3 years successful-- _-- experience in restoration projects employing skilled personnel for execution of work. 1.03 GENERAL REPAIRS A. Cut away irregularities in damaged area to create a rectangular opening. B. Install wood lath strips behind existing gypsum board overlapping four inches on either side of opening to provide a surface for fastening of new gypsum board patch (sandwich). Fasten strips to existing with drywall screws. C. Cut to size new gypsum board panel of same thickness as existing. Install and fasten to wood strips with drywall screws at 6"o.c. D. Use wall compound to fill screw holes and any voids around edge of patch. Sand smooth with 120 grit sandpaper. Allow compound to dry and repeat procedure until achieving a smooth and even surface. E. Apply finish coat of plaster as indicated on drawings and as detailed in specification Section 09200 1.04 CLEANING A. Upon completion of gypsum board repair and/or installation, clean all surfaces of foreign matter, leave finished repairs clean and ready for paint. END OF SECTION 09250-- GYPSUM BOARD REPAIR AND INSTALLATION Anthony Abbate Architect Nyberg Swanson House 4/9/2003 SECTION 09300 TILE PART1: GENERAL 1.01 SECTION INCLUDES A. Briefly, and without force and effect upon contract documents,work of this section can be summarized as follows: I. Install tile in bathroom floor as indicated on drawing A1.4. See drawing 03 for the pattern. 1.02 QUALITY ASSURANCE A. Installation of the must be performed by a firm with not less than three years successful experience in restoration projects employing personnel for execution of the work. B. Contractor shall ascertain that surface to receive tile is structurally sound. Inform architect in the event surface is not adequate. Do not proceed with work until adequate floor surface is determined. 1.03 DELIVERY AND STORAGE A. Deliver materials to job site in new, original, and unopened containers bearing manufacturer's name, trade name, and label analysis. Store where indicated in accordance with manufacturer's instructions. 1.04 SUBMITTALS A. Submit samples of each type of tile, setting material, and grout prior to installation. Provide installation instructions for each type of material and product. B. Submit manufacturer's warranty for materials. PART 2: PRODUCTS 2.01 MATERIALS A. Glazed ceramic mosaic floor tile as manufactured by American Olean corporation, Satinglo Mosaic, or approved equivalent. Combination 1"x 1"white and 1"x 1" black in pattern style 0805. With border and baseboard in 1"x 1"black as indicated on drawing 02/A1.4. B. Setting materials: Portland cement mortar installation materials and grout-ANSI Al 08.1. Grouting materials-select grout types as recommended in the Grout Specification Guide published in the Tile Council of America (TCA)"Handbook for Ceramic Tile Installation"and by brand manufacturer printed recommendations. Color as selected by the Architect from manufacturer's standard range. PART 3: EXECUTION 3.01 PREPARATION 09300-TILE Anthony Abbate Architect Nyberg Swanson House 4/9/2003 A. Prior to installing tile, remove existing tile and wood floor as indicated on sheet D1.1; all dust, oil, and other foreign substances from surfaces where tile is to be set. If tile is to be thin set, scarify surfaces by sandblasting, grinding, or sanding to remove adhesive residues to provide a clean rough in surface for bonding_ 3.02 INSTALLATION A. Install tile in accordance with the reference standards and Tile Council of America "Handbook for Ceramic Tile Installation." B. Install grout in accordance with reference standards and grout manufacturer's written instructions. 3.03 CLEANING AND PROTECTION A. Upon completion of installation and grouting, clean ceramic the surfaces of foreign matter. Leave finished installation clean and free of cracked, chipped, broken, unbonded,or otherwise defective the work. Prohibit foot and wheel traffic from tiled floors for a minimum of three days after grouting is completed. END OF SECTION 09300—TILE 2 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 SECTION 09550 WOOD FLOORS PART I: GENERAL 1.01 SECTION INCLUDES A. Briefly, and without force and effect upon contract documents,work of this section can be summarized as follows: i 1. Patch any holes or openings using same wood species and grain direction as existing 2. Replace rotted or deteriorating wood. 3. Buff and refinish floors with satin urethane 4. Refinish and seal flooring as indicated on drawings 5. Install new flooring to match existing at interior of closet area at second floor. 1.02 SAMPLES-AND SUBMITTALS - - --- A. Provide samples of replacement wood flooring prior to installation for approval B. Provide stain samples to match color of existing flooring and material specifications 1.03 QUALITY ASSURANCE A. Woodwork must be performed by a firm with not less than three years successful experience in restoration projects employing skilled personnel for execution of the work. 1.04 RELATED WORK SPECIFIED ELSEWHERE A. Section 06402—Interior Architectural Woodwork B. Section 08200—Wood Doors C. Section 08600—Wood Windows D. Section 09900- Painting 1.05 GENERAL REPAIRS Note: Do not sand floors except as a last resort. A. Gaps in Flooring: 1. For narrow gaps, use a flexible wood filler. 2. For wider gaps, use strips of matching wood ripped to a slight taper. After cleaning the edges of the floorboards, apply woodworking glue to strip. Plane top edge flush with the floor and stain if applicable. B. Repair of rotten, deteriorated, or missing boards: 1. Remove affected areas by cutting two grooves down center of damaged board along its length, chisel out center portion of board. In order to free grooved portion of board, insert a wide-bladed bolster chisel into the gap between the boards. Start to lever up one edge of the 09550- IvooD FLOORS i Anthony Abbate Architect Nyberg Swanson House 4/9/2003 I board trying to avoid crushing the edge of the board next to it. 2. Replace voids with matching wood. Consider the reuse of leftover flooring material from other areas of the house, such as from within closets. 3. Prepare repaired area for refinishing. C. Buffing 1. Use 120 grit screen and lightly sand surface of floor to provide a smooth and even surface. 2. Vacuum and remove dust thoroughly. 3. Apply 3 coats of finish.The refinisher is to determine type of existing finish to ensure compatibility with new finish. D. Refinishing 1. Sand floor down to existing wood using 36 grit sand paper followed by 60 grit, 80 grit, and finally 120 grit sand paper. 2. Thoroughly remove all dust and materials remaining after sanding is finished. 3. Dilute first coat-of finish 50%to assure deep-penetration into_the wood. 4. Apply 3 coats of finish.The refinisher is to determine type of existing finish to ensure compatibility with new finish. END OF SECTION 09S50-VV00D FLOORS 2 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 SECTION 09550 WOOD FLOORS PART1 GENERAL 1.01 SECTION INCLUDES A. Briefly, and without force and effect upon contract documents,work of this section can be summarized as follows: 1. Patch any holes or openings using same wood species and grain direction as existing 2. Replace rotted or deteriorating wood. 3. Buff and refinish floors with satin urethane 4. Refinish and seal flooring as indicated on drawings 5. Install new flooring to match existing at interior of closet area at second floor. 1.02 SAMPLES AND SUBMITTALS A. Provide samples of replacement wood flooring prior to installation for approval B. Provide stain samples to match color of existing flooring and material specifications 1.03 QUALITY ASSURANCE A. Woodwork must be performed by a firm with not less than three years successful experience in restoration projects employing skilled personnel for execution of the work. 1.04 RELATED WORK SPECIFIED ELSEWHERE A. Section 06402—Interior Architectural Woodwork B. Section 08200—Wood Doors C. Section 08600—Wood Windows D. Section 09900 - Painting 1.05 GENERAL REPAIRS Note: Do not sand floors except as a last resort. A. Gaps in Flooring: 1. For narrow gaps, use a flexible wood filler. 2. For wider gaps, use strips of matching wood ripped to a slight taper. After cleaning the edges of the floorboards, apply woodworking glue to strip. Plane top edge flush with the floor and stain if applicable. B. Repair of rotten, deteriorated, or missing boards: 1. Remove affected areas by cutting two grooves down center of damaged board along its length,chisel out center portion of board. In order to free grooved portion of board, insert a wide-bladed bolster chisel into the gap between the boards. Start to lever up one edge of the 09550-VVOOD FLOORS Anthony Abbate Architect Nyberg Swanson House 4/9(2003 board trying to avoid crushing the edge of the board next to it. 2. Replace voids with matching wood. Consider the reuse of leftover flooring material from other areas of the house, such as from within closets. 3. Prepare repaired area for refinishing. C. Buffing 1. Use 120 grit screen and lightly sand surface of floor to provide a smooth and even surface. 2. Vacuum and remove dust thoroughly. 3. Apply 3 coats of finish.The refinisher is to determine type of existing finish to ensure compatibility with new finish. D. Refinishing 1. Sand floor down to existing wood using 36 grit sand paper followed by 60 grit, 80 grit, and finally 120 grit sand paper. 2. Thoroughly remove all dust and materials remaining after sanding is finished. 3. Dilute first coat of finish 50%to assure deep penetration into the wood. 4. Apply 3 coats of finish.The refinisher is to determine type of existing finish to ensure compatibility with new finish. END OF SECTION ; • to 09550-WOOD FLOORS 2 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 SECTION 09900 PAINTING PARTI: GENERAL 1.01 SECTION INCLUDES A. Briefly, and without force and effect upon contract documents,work of this section can be summarized as follows: 1. All interior rooms shall be painted to original color unless otherwise indicated by owner. 2. All woodwork shall be undisturbed unless varnishing or refinishing is required. 3. Reception area and gallery shall have stenciling replicated at the cornice level. 4. Contractor to determine original color of each room. 5. Paint shadow of walls on second floor wood flooring, indicating location of previous partitions, as described in the drawings. 6. Paint concrete floors at front and back-porch. 7. Paint new and existing walls in all areas affected by Work. 1.02 SUBMITTALS A. Prior to beginning work, contractor will fumish color chips for surfaces to be painted. In addition to manufacturer's data, application instructions, and label analysis for each coating material, submit samples for architect's review of color and texture only. Resubmit samples if requested until required sheen, color, and texture is achieved. 1.03 QUALITY ASSURANCE A. Painting must be performed by a firm with not less than three years successful experience in restoration projects employing skilled personnel 1.04 DELIVERY AND STORAGE A. Deliver materials to job site in new, original, and unopened containers bearing manufacturer's name,trade name, and label analysis. Store where indicated in accordance with manufacturer's instructions. 1.05 JOB CONDITIONS A. Do not apply paint in rain, fog, or mist or when relative humidity exceeds 85%. Do not apply paint to damp or wet surfaces. 1.06 PROTECTION A. Protect work of other trades. Correct any painting related damages by cleaning, repairing, or replacing, and refinishing, as directed by architect 09900- PAINTING Anthony Abbate Architect Nyberg Swanson House 4/9/2003 101.07 COORDINATION A. Provide finish coats which are compatible with prime paints used_ Provide barrier coats over incompatible primers where required. Notify architect in writing of anticipated problems using specified coatings with substrates primed by others. 1.08 SURFACE PREPARATION A. Perform preparation and cleaning procedures in strict accordance with coating manufacturer's instructions for each substrate condition. 1. Remove hardware and accessories, machined surfaces, plates, lighting fixtures, and similar items in place and not to be finish-painted or provide surface-applied protection. Reinstall removed items and remove protective coverings at completion of work. 2. Prepare cementitious surfaces of concrete, concrete block and similar materials to be painted by removing efflorescence;-chalk,—dust,-dirty grease, and oils, and-by roughing to remove. glaze. Determine alkalinity and moisture content of surfaces to be painted before beginning painting. Do not paint over surfaces where alkalinity or moisture content exceeds manufacturer's recommendations. 3. Seal wood required to be job-painted. Prime edges, ends,face, undersides, and backsides of counters, cases, cabinets, counters,etc. Use spar varnish for back priming where transparent finish is required. Back prime interior paneling only where masonry, plaster, or other wet wall construction occurs on backside. 4. Seal tops,bottoms,and cut-outs of wood doors with heavy coat of varnish or similar sealer immediately upon delivery to job. 5. Clean ferrous surfaces which are not galvanized or shop coated. Remove oil, grease, dirt, loose mill scale and other foreign substances by solvent or mechanical cleaning.Touch-up shop applied prime coats wherever damaged. 6. Clean galvanized surfaces free of oil and surface contaminants with non-petroleum based solvent. 1.09 MATERIAL PREPARATION A. Mix, prepare, and store painting and finishing materials in accordance with manufacturer's directions. 1.10 APPLICATION A. Apply painting and finishing materials in accordance with manufacturer's directions. Use applicators, and techniques best suited for materials and surfaces to which applied. 1. Apply additional coats when undercoats, stains,or other conditions show through final paint coat, until paint film is of uniform finish, color, and appearance. 2. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Paint surfaces behind permanently fixed equipment or furniture with prime coat only before equipment is installed. 3. Paint interior surfaces of ducts,where visible through registers or grilles,flat, non-specular black. 4. Paint back sides of access panels, and removable or hinged covers to match exposed surfaces. 5. Finish exterior doors on tops, bottoms, and edges same as exterior faces, unless otherwise indicated. 6. Sand lightly between exceeding enamel or varnish coats. 09900— PAiNTING 2 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 7. Omit first coat on metal surfaces which have been shop-primed and touch-up painted, unless otherwise specified. B. Apply prime coat to material which is required to be painted or finished, and which has not been prime coated by others. 9. Apply each material at not less than manufacturer's recommended spreading rate,to provide a total dry film to thickness of not less than 4.0 mils for entire coating system of prime and finish coats for 3 coat work. 10. Completed work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not in compliance with specified requirements. END OF SECTION 09900—PAINTING 3 Anthony Abbate Architect Nyberg Swanson House 4/13/2003 i SECTION 09950 WALL COVERINGS PART1: GENERAL 1.01 SECTION INCLUDES A. Briefly, and without force and effect upon contract documents,work of this section can be summarized as follows: a. Furnish and install glassfiber wallcovering in bathroom as indicated in drawings. b. Installed glassfiber wallcoverings shall be painted. 1.02 QUALITY ASSURANCE A. Installation of glassfiber wallcoverings shall be performed by a firm with not less than three years successful experience in restoration projects employing personnel for execution of the work. 1.03 DELIVERY AND STORAGE A. Deliver materials to job site in new, original, and unopened containers bearing manufacturer's name,trade name, and label analysis. Store in a visible, clean and dry area with temperatures above 50 degrees Fahrenheit and normal humidity in accordance with manufacturer's instructions. 1.04 SUBMITTALS A. Submit sample of specified product. Provide installation instructions for each type of material and product. PART 2: PRODUCTS 2.01 MATERIALS A. Glass fiber wallcovering shall be as manufactured by TASSO A.B., consisting of 100%glassfiber yarn woven into the specified texture. a. Type G-100 B. Adhesive shall be an approved non-staining, non-bleeding heavy duty vinyl type and shall be applied in according to manufacturer's printed recommendations. Provide brand and type prior to use. PART 3: EXECUTION 3.01 PREPARATION A. Prior to commencement of work inspect all surfaces to receive glassfiber fabric. Notify architect of any conditions detrimental to proper and timely installation and completion of the work. B. Surface must be clean, dry, and structurally sound. C. Prior to commencement of work, remove any foreign material which may adversely affect the adhesive bond to glassfiber fabric, including dirt, dust, oil, grease, etc. D. Defects on the surface must be corrected that may adversely affect the outcome of the work. Joints, cracks, and holes shall be filled with waterproof spackling compound. Porous ' surfaces must be primed. 09950-WALL COVERINGS Anthony Abbate Architect Nyberg Swanson House 4/13/2003 E. For gypsum drywall:All nails and screws shall be recessed with all nail, screw, and joint depressions taped and spackled to a smooth finish. Corrosive, and non-rust proof nails and screws shall be sealed to prevent bleed-through. -� F. For old plaster: Remove old paint to bare plaster where peeling or cracked to eliminate the possibility for paint to delaminate from plaster after installation of glassfiber wallcovering. Sand and spackle edges where necessary to render smooth working surface. Stable painted surfaces shall be dulled with sandpaper and primed with approved primer. 3.02 INSTALLATION A. Dust mask and long sleeve work clothing is recommended for work with glassfiber products. B. Apply adhesive to substrate with roller, spray, or lengths of glassfiber fabric. Adjust application of adhesive to porosity and condition of substrate surface. Do not apply over too great an area to prevent the problem of dry spots. C. Do not apply adhesive on back of glassfiber fabric. D. Apply glassfiber fabric to the adhesive covered surface. Ensure the inside of the rolled materials faces out as it is hung. E. Set the first section. Ensure that it is plumb. Use plastic broad knife to eliminate air pockets and to secure fabric to wall surface. Work from center of strip toward edges. Do not overwork materials. F. Butt joint sections and match pattern of texture. If bolt has been damaged or edges look rough, material must be overlapped and double cut in place to achieve clean seams. G-100 fabric must be double cut. G. Remove excess adhesive from each seam as it is made and before proceeding to the next seam. Use damp but not wet sponge. H. Wrap wallcovering a minimum of 2 to 4 inches beyond inside corners and 4 to 6 inches on outside comers. Cutting at comers shall not be accepted. I. Turn and wrap corners neatly and tightly. Allow fabric to set momentarily on adhesive to ensure maximum flexibility and positive molding characteristics of glassfiber wallcovering materials. J. When possible, install fabric prior to installation of fixtures, plumbing, cabinets, etc. No cuts and edges of fabric shall be visible around cover plates or trim. K. Completed work shall be secure on the wall. Material shall be smooth, clean, and without air bubbles, gaps, or overlaps. Areas not complying with the requirements of this section shall be redone or replaced. Wallcovering applied to defective surfaces shall be replaced. L. Allow installed glassfiber wallcovering material to dry thoroughly at room temperature prior to painting. Apply finish paint in accordance with Section 09900. 3.03 CLEANING AND PROTECTION A. Upon completion of wok, remove surplus materials and debris from the work area. Leave finished installation clean and in orderly condition. END OF SECTION 09950-WALL COVERINGS 2 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 SECTION 12500 WINDOW TREATMENTS PART1: GENERAL 1.01 SECTION INCLUDES A. Briefly,and without force and effect upon contract documents,work of this section can be summarized as follows: 1. Installation of wood blinds stained to match existing wood trim. 1.02 QUALITY ASSURANCE A. Installation of window treatments must be performed by a firm with not less than three years successful experience in restoration projects employing skilled personnel for execution of the work. 1.03 RELATED WORK SPECIFIED ELSEWHERE A. Section 06402—Interior Architectural Woodwork B. Section 08600—Wood Windows 1.04 PRODUCTS AND SUBMITTALS A. Use Hunter Douglas wood blinds, Country Woods one inch, inside mounted, with a natural stain to match existing trim, or approved equal. Blinds to come with wood valance, canvas center supports,wood tassel, and wood tilter arm. B. Instructions for installation shall be submitted prior to commencement of work. C. Provide all details of order with architect, including choice of control side, color of canvas strips, and wood finish. 1.04 INSTALLATION A. Attach framing of wood blinds to the inside of window frame. Horizontal wood blinds shall fit securely within frame of window. Do not attach to top or surface casing. Follow additional manufacturer's instructions. END OF SECTION 2500-VVINDO'Al TREATMENTS Anthony Abbate Architect Nyberg Swanson House 4/9/2003 SECTION 12500 WINDOW TREATMENTS PART I: GENERAL 1.01 SECTION INCLUDES A. Briefly, and without force and effect upon contract documents,work of this section can be summarized as follows: 1. Installation of wood blinds stained to match existing wood trim. 1.02 QUALITY ASSURANCE A. Installation of window treatments must be performed by a firm with not less than three years successful experience in restoration projects employing skilled personnel for execution of the work. 1.03 RELATED WORK SPECIFIED ELSEWHERE A. Section 06402— Interior Architectural Woodwork B. Section 08600—Wood Windows 1.04 PRODUCTS AND SUBMITTALS A. Use Hunter Douglas wood.blinds, Country Woods one inch, inside mounted, with a natural stain to match existing trim, or approved equal.Blinds to come with wood valance, canvas center supports, wood tassel, and wood tilter arm. B. Instructions for installation shall be submitted prior to commencement of work. C. Provide all details of order with architect, including choice of control side, color of canvas strips, and wood finish. 1.04 INSTALLATION A. Attach framing of wood blinds to the inside of window frame. Horizontal wood blinds shall fit securely within frame of window. Do not attach to top or surface casing. Follow additional manufacturer's instructions. END OF SECTION 12500—VVIND011d TREATIUIENTS ' Anthony Abbate Architect Nyberg Swanson House 4/9/2003 i SECTION 15400 PLUMBING PART I: GENERAL 1.01 SECTION INCLUDES A. Briefly, and without force and effect upon contract documents,work of this section can be summarized as follows: 1. Provide handicapped accessible toilet,lavatory, and all other plumbing accessories at remodeled bathroom as indicated on sheets A1.4 and A2.2 2. Provide new wash basin at kitchen as indicated on sheet AA1.5 (Add Alternate#1) 1.02 WORK REQUIRED A. All work shall comply with the latest applicable requirements of the Florida Building Code, and the Florida Plumbing Code. B. Plumbing contractor shall thoroughly familiarize himself with existing conditions and report conflicts to the Architect. C. Contractor shall pay all permit fees and inspection charges. 1.03 SUBMITTALS iA. Submit installation instructions, maintenance manuals and product cut sheets for fixtures specified. 1.04 QUALITY ASSURANCE A. Work must be performed by a licensed plumbing firm with not less than 3 years successful experience in restoration projects employing skilled personnel for execution of the work. 1.05 DELIVERY AND STORAGE A. Deliver fixtures to job site in new, original, and unopened packaging bearing manufacturer's name, trade name, and label specifications. Store where indicated in accordance with manufacturer's instructions. 1.06 COORDINATION A. Notify architect in writing of anticipated problems concerning intended installation of fixtures. Check, verify and coordinate the installation of the work of other trades, including tile installers, framing carpenters, electricians, and plasterers. B. Contractor shall relocate work not properly coordinated with finish installations at no cost to the owner. 5400- PLUMBING Anthony Abbate Architect Nyberg Swanson House 4/9/2003 1.07 DESCRIPTION A. The intent of the plans and specifications is to obtain complete systems, tested, adjusted and ready for operation. 1.08 WATER DISTRIBUTION PIPING A. Plumbing contractor shall replace existing galvanized water piping if any,with new piping. Hot and cold water piping shall be type L copper above ground and type K below. Use wrought copper fittings with maximum 0.2% lead content solder. Use dielectric unions at connections to dissimilar materials. 1.09 SANITARY AND VENT A. Above grade work only required. Cast iron, hubless, CISPI 301 with no hub Neoprene gasket and stainless steel clamp of Neoprene gasket with cast iron clamp. PVC Schedule 40 may be utilized at owner option. 1.10 PLUMBING FIXTURE SCHEDULE P-1 Handicap Toilet by Eljer, Cypress 17" 1.6 vitreous china two-piece elongated rim, handicap toilet in white, model 091-0275 open front seat and right hand flush valve-white P-2 Lavatory by A-Ball Av300 Vessel Lavatory set to comply w/ADA minimum dimensions as indicated on sheet A2.2. P-3 Lavatory Faucet by American Standard, model 7295.152. P-4 Kitchen Wash Basin sink by A-Ball BK3018 Heavy porcelain-glazed fireclay farm sink. P-5 Kitchen faucet by American Standard, model 7295.152,wall-mounted chrome faucet with porcelain levers. 1.11 BATHROOM ACCESORY SCHEDULE 1. Tissue dispenser by A-Ball G40 floor mounted toilet tissue dispenser. 2. Paper towel dispenser by Bobrick recessed mounted paper towel dispenser. 3. Soap dispenser by Ginger #14,wall mounted frosted glass soap dispenser. END OF SECTION i 4 - P-'I) I Nv 2 Anthony Abbate Architect Nyberg Swanson House 4/9/2003 SECTION 16500 ELECTRIC LIGHTING AND TRIM PART I: GENERAL 1.01 SECTION INCLUDES A. Briefly, and without force and effect upon contract documents,work of this section can be summarized as follows: 1. Replace electrical switches, receptacles, telephone jacks, and wallplates in all locations affected by Work 2. Install bathroom sconces, exhaust fan, and GFCI outlet as indicated on sheet E1.1 3. Replace electrical fixtures, switches, and outlets as indicated on sheet E1.2. 4. Install new exterior lighting fixture above new Rear Porch Entry. 5. Replace fluorescent strips with track lighting on Second Floor as indicated on sheet E1.2 drawing 02. 1.02 WORK REQUIRED A. All work shall comply with the latest requirements of the Florida Building Code, the National Electrical Code, and all other applicable local codes B. Electrical contractor shall thoroughly familiarize himself with existing conditions and report conflicts to the Architect. • C. Contractor to pay all permit fees and inspection charges 1.03 QUALITY ASSURANCE A. Installation of electric lighting and trim must be performed by a firm with not less than three years successful experience in restoration projects employing skilled personnel for execution of the work. B. Special care shall be made to ensure the least possible damage to existing building fabric when installing fixtures, trim, or new outlets. if problems are encountered, please refer to architect for assistance in determining appropriate installation. 1.04 DELIVERY AND STORAGE A. Deliver fixtures to job site in new, original, and unopened packaging bearing manufacturer's name, trade name, and label specifications. Store where indicated in accordance with manufacturer's instructions. 1.05 PRODUCTS AND SUBMITTALS A. Submit catalogs and specifications for each type of fan, lamp, and receptacle. 1. Use brown Decora switches, receptacles, telephone jacks, and wallplates. 2. Provide Liton LT-747.B black ceiling mounted track lighting, indicated as"A' at Second Floor, sheet ME1.2, and ME1.3 ® 3. Provide Rejuvenation wall sconce, Buena Vista-model number W917, polished nickel finish, �6500- ELECTRIC LIGHTING AND TRIM Anthony Abbate Architect Nyberg Swanson House 4/9/2003 indicated as"B" at bathroom, sheets ME1.1 and ME1.3 4. Provide Nutone exhaust for model 8070, chrome finish, indicated at bathroom, sheet ME1.1. 5. Provide Rejuvenation ceiling surface mounted light fixture, Jefferson - model number C379, polished nickel finish, indicated as"C"at Kitchen, sheets ME1.2,and ME1.3 6_ Provide Rejuvenation ceiling surface mounted light fixture, Halsey- model number C354, polished nickel finish, indicated as"D"at Rear Porch, sheets ME1.2, and ME1.3 7. Porch lamps at entrance door shall be replaced, manufacturer and model number to be determined at a later date. END OF SECTION 16500 - E-LrCTRIC LIGHTING AND TRIM 2 Anthony Abbate Architect Nyberg Swanson House 4/16/2003 Tphis page left intentionally blank®