R E G A R C H I T E C T S, I NC. ARCHITECTURE * INTERIOR DESIGN * PLANNING

Transcription

1 R E G A R C H I T E C T S, I NC. ARCHITECTURE * INTERIOR DESIGN * PLANNING Project Manual For Sunset Lounge Historic Rehabilitation Site Location: 609 Eighth Street West Palm Beach, FL Prepared for City of West Palm Beach Community Redevelopment Agency A Contributing Building in the Nationally and Locally Designated Northwest Historic District Florida Dept. of State, Div. of Historical Resources Historic Rehabilitation Project - Grant No. SCxxx REG Architects Project Number C L E M A T I S S T R E E T W E S T P A L M, B E A C H P H O N E : F A X : AA

2 TABLE OF CONTENTS SECTION COVER TOC TITLE SPECIFICATIONS DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS SUMMARY BID FORMS DIVISION 01 - GENERAL REQUIREMENTS GENERAL REQUIREMENTS SUMMARY PAYMENT PROCEDURES PROJECT MANAGEMENT AND COORDINATION CONSTRUCTION PROGRESS DOCUMENTATION PROTECTION, SALVAGE AND TREATMENT PROCEDURES FOR HISTORIC BUILDING MATERIALS DIVISION 02 - EXISTING CONDITIONS EXISTING CONDITIONS HAZARDOUS MATERIAL ASSESSMENT AND REMEDIATION DEMOLITION DIVISION 03 CONCRETE NOT USED DIVISION 04 - MASONRY NOT USED DIVISION 05 - METALS NOT USED DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES NOT USED DIVISION 07 - THERMAL AND MOISTURE PROTECTION NOT USED DIVISION 08 - OPENINGS NOT USED DIVISION 09 - FINISHES NOT USED DIVISION 10 - SPECIALTIES NOT USED APPENDICES ADDENDA #1 - Issued Note: Specification section in dark blue type are modified or added as part of Addenda #1. TABLE OF CONTENTS

3 SECTION SUMMARY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Work covered by the Contract Documents. 2. Type of the Contract. 3. Work phases. 4. Work under other contracts. 5. Use of premises. 6. Owner's occupancy requirements. 7. Work restrictions. 8. Specification formats and conventions. B. Related Sections include the following: 1. Division 1 Section "Summary of Multiple Contracts" for division of responsibilities for the Work. 2. Division 1 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. Project Identification: Historic Sunset Lounge Rehabilitation WPB CRA # Project Location: 609 Eighth St., West Palm Beach, FL B. Owner: City of West Palm Beach Community Redevelopment Agency (WPB CRA). 1. Owner's Representative: Arthur Cantero, WPB CRA. C. Architect: Rick Gonzalez, REG Architects, Inc. D. Construction Manager: <Insert name and address of Construction Manager.> 1. Construction Manager for this Project is Project's Constructor. In Divisions 1 through 16 Sections, the terms "Construction Manager" and "Contractor" are synonymous. SUMMARY

4 E. The Work consists of the following: 1. The Work includes selective demolition of the second and third floor apartment buildout that occurred c Project is designed to comply with a Certification Level according to the U.S. Green Building Council's Leadership in Energy & Environmental Design (LEED) Rating System, as specified in Division 1 Section "LEED Requirements." 1.4 TYPE OF CONTRACT A. Project will be constructed under a single prime contract. 1.5 WORK PHASES A. The Work shall be conducted in one phases in the following order, with each phase substantially complete before beginning the next phase: 1. Phase Selective Demolition: selective demolition of the second and third floor apartment buildout that occurred c Work of this phase shall be substantially complete and ready for rehabilitation 60 days after the Notice to Proceed B. Before commencing Work of each phase, submit a schedule showing the sequence, commencement, and completion dates, and move-out and -in dates of Owner's personnel for all phases of the Work. 1.6 WORK UNDER OTHER CONTRACTS 1.7 USE OF PREMISES A. General: Each Contractor shall have limited use of premises for construction operations as indicated on Drawings by the Contract limits. B. Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. 1. Limits: Confine constructions operations to areas indicated in the drawing set. 2. Driveways and Entrances: Keep driveways, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize use of driveways and entrances. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. SUMMARY

5 C. Use of Existing Building: Maintain existing building in a weathertight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period. 1.8 OWNER'S OCCUPANCY REQUIREMENTS A. Partial Owner Occupancy: Owner will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits, unless otherwise indicated. 1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction. 2. Provide not less than 48 hours' notice to Owner of activities that will affect Owner's operations. 1.9 WORK RESTRICTIONS A. On-Site Work Hours: Work shall be generally performed inside the existing building during normal business working hours of 7 a.m. to 9 p.m., Monday through Friday, except otherwise indicated. 1. Weekend Hours: 7 a.m. to 3 p.m. 2. Early Morning Hours: As allowed by City of West Palm Beach Code of Ordinances. 3. Hours for Utility Shutdowns: 7 a.m. to 3 p.m. B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Owner not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Owner's written permission SPECIFICATION FORMATS AND CONVENTIONS A. Specification Format: The Specifications are organized into Divisions and Sections using the 16-division format and CSI/CSC's "MasterFormat" numbering system. 1. Section Identification: The Specifications use Section numbers and titles to help crossreferencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents. 2. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications. SUMMARY

6 B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates. 2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted. a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase MISCELLANEOUS PROVISIONS PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION SUMMARY

7 SECTION PAYMENT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. B. Related Sections include the following: 1. Division 1 Section "Contract Modification Procedures" for administrative procedures for handling changes to the Contract. 2. Division 1 Section "Unit Prices" for administrative requirements governing use of unit prices. 3. Division 1 Section "Construction Progress Documentation" for administrative requirements governing preparation and submittal of Contractor's Construction Schedule and Submittals Schedule. 1.3 DEFINITIONS A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 1.4 SCHEDULE OF VALUES A. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. 1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following: a. Application for Payment forms with Continuation Sheets. b. Submittals Schedule. c. Contractor's Construction Schedule. 2. Submit the Schedule of Values to Architect at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for Payment. PAYMENT PROCEDURES

8 B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. 1. Identification: Include the following Project identification on the Schedule of Values: a. Historic Sunset Lounge Rehabilitation Selective Demolition of 2 nd & 3 rd Floor. b. REG Architects, Inc. c. REG Project #14033 d. WPB CRA Project #19082 e. Contractor's name and address. f. Date of submittal. 2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: a. Related Specification Section or Division. b. Description of the Work. c. Name of subcontractor. d. Name of manufacturer or fabricator. e. Name of supplier. f. Change Orders (numbers) that affect value. g. Dollar value. 1) Percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent. 3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. 4. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 5. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. a. Differentiate between items stored on-site and items stored off-site. If specified, include evidence of insurance or bonded warehousing. 6. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 7. Allowances: Provide a separate line item in the Schedule of Values for each allowance. Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by measured quantity. Use information indicated in the Contract Documents to determine quantities. 8. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option. PAYMENT PROCEDURES

9 9. Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. 1.5 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. 1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements. B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction Work covered by each Application for Payment is the period indicated in the Agreement. C. Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation Sheets as form for Applications for Payment. D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action. 1. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions were made. 2. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application. E. Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required. 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application. F. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from every entity who is lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment. 1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item. 2. When an application shows completion of an item, submit final or full waivers. 3. Owner reserves the right to designate which entities involved in the Work must submit waivers. 4. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to Owner. PAYMENT PROCEDURES

10 G. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following: 1. List of subcontractors. 2. Schedule of Values. 3. Contractor's Construction Schedule (preliminary if not final). 4. Products list. 5. Schedule of unit prices. 6. Submittals Schedule (preliminary if not final). 7. List of Contractor's staff assignments. 8. List of Contractor's principal consultants. 9. Copies of building permits. 10. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work. 11. Initial progress report. 12. Report of preconstruction conference. 13. Certificates of insurance and insurance policies. 14. Performance and payment bonds. 15. Data needed to acquire Owner's insurance. 16. Initial settlement survey and damage report if required. H. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete. 1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. 2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. I. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Evidence of completion of Project closeout requirements. 2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid. 3. Updated final statement, accounting for final changes to the Contract Sum. 4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims." 5. AIA Document G706A, "Contractor's Affidavit of Release of Liens." 6. AIA Document G707, "Consent of Surety to Final Payment." 7. Evidence that claims have been settled. 8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work. 9. Final, liquidated damages settlement statement. PAYMENT PROCEDURES

11 PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION PAYMENT PROCEDURES

12 SECTION PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 1. Coordination Drawings. 2. Administrative and supervisory personnel. 3. Project meetings. 4. Requests for Interpretation (RFIs). B. Related Sections include the following: 1. Division 1 Section "Construction Progress Documentation" for preparing and submitting Contractor's Construction Schedule. 1.3 DEFINITIONS A. RFI: Request from Contractor seeking interpretation or clarification of the Contract Documents. 1.4 COORDINATION A. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of Contractor's Construction Schedule. 2. Preparation of the Schedule of Values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. 5. Progress meetings. 6. Preinstallation conferences. 7. Project closeout activities. 8. Startup and adjustment of systems. PROJECT MANAGEMENT AND COORDINATION

13 9. Project closeout activities. B. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. 1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. Refer to other Sections for disposition of salvaged materials that are designated as Owner's property. 1.5 SUBMITTALS 1.6 PROJECT MEETINGS A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated. 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times. 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. 3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Architect, within three days of the meeting. B. Preconstruction Conference: Schedule a preconstruction conference before starting construction, at a time convenient to Owner and Architect, but no later than 7 days after execution of the Agreement. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments. 1. Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Discuss items of significance that could affect progress, including the following: a. Tentative construction schedule. b. Designation of key personnel and their duties. c. Procedures for processing field decisions and Change Orders. d. Procedures for RFIs. e. Procedures for processing Applications for Payment. f. Distribution of the Contract Documents. g. Use of the premises and existing building. h. Work restrictions. i. Owner's occupancy requirements. j. Responsibility for temporary facilities and controls. k. Construction waste management and recycling. PROJECT MANAGEMENT AND COORDINATION

14 l. Parking availability. m. Office, work, and storage areas. n. Equipment deliveries and priorities. o. First aid. p. Security. q. Progress cleaning. r. Working hours. 3. Minutes: Record and distribute meeting minutes. C. Progress Meetings: Conduct progress meetings at biweekly intervals. Coordinate dates of meetings with preparation of payment requests. 1. Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period. b. Review present and future needs of each entity present, including the following: 1) Interface requirements. 2) Sequence of operations. 3) Access. 4) Site utilization. 5) Temporary facilities and controls. 6) Work hours. 7) Hazards and risks. 8) Progress cleaning. 9) Quality and work standards. 10) Status of correction of deficient items. 11) Field observations. 12) RFIs. 13) Status of proposal requests. 14) Status of Change Orders. 15) Pending claims and disputes. 16) Documentation of information for payment requests. PROJECT MANAGEMENT AND COORDINATION

15 3. Minutes: Record the meeting minutes. 4. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present. a. Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. 1.7 REQUESTS FOR INTERPRETATION (RFIs) A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents, and if not possible to request interpretation at Project meeting, prepare and submit an RFI in the form specified. 1. RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor will be returned with no response. 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. B. Content of the RFI: Include a detailed, legible description of item needing interpretation and the following: 1. Project name. 2. Date. 3. Name of Contractor. 4. Name of Architect. 5. RFI number, numbered sequentially. 6. Specification Section number and title and related paragraphs, as appropriate. 7. Drawing number and detail references, as appropriate. 8. Field dimensions and conditions, as appropriate. 9. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Sum, Contractor shall state impact in the RFI. 10. Contractor's signature. 11. Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop Drawings, and other information necessary to fully describe items needing interpretation. a. Supplementary drawings prepared by Contractor shall include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments. C. Software-Generated RFIs: Software-generated form with substantially the same content as indicated above. 1. Attachments shall be electronic files in Adobe Acrobat PDF format. D. Architect's Action: Architect will review each RFI, determine action required, and return it. Allow four working days for Architect's response for each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day. PROJECT MANAGEMENT AND COORDINATION

16 1. The following RFIs will be returned without action: a. Requests for approval of substitutions. b. Requests for coordination information already indicated in the Contract Documents. c. Requests for adjustments in the Contract Time or the Contract Sum. d. Requests for interpretation of Architect's actions on submittals. e. Incomplete RFIs or RFIs with numerous errors. 2. Architect's action may include a request for additional information, in which case Architect's time for response will start again. 3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Division 1 Section "Contract Modification Procedures." a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Architect in writing within 3 days of receipt of the RFI response. E. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within four days if Contractor disagrees with response. F. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Include the following: 1. Project name. 2. Name and address of Contractor. 3. Name and address of Architect. 4. RFI number including RFIs that were dropped and not submitted. 5. RFI description. 6. Date the RFI was submitted. 7. Date Architect's response was received. 8. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION PROJECT MANAGEMENT AND COORDINATION

17 SECTION CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: 1. Preliminary Construction Schedule. 2. Contractor's Construction Schedule. 3. Daily construction reports. 4. Material location reports. 5. Field condition reports. 6. Special reports. B. Related Sections include the following: 1. Division 1 Section "Payment Procedures" for submitting the Schedule of Values. 2. Division 1 Section "Project Management and Coordination" for submitting and distributing meeting and conference minutes. 3. Division 1 Section "Submittal Procedures" for submitting schedules and reports. 4. Division 1 Section "Photographic Documentation" for submitting construction photographs. 1.3 DEFINITIONS A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources. 1. Critical activities are activities on the critical path. They must start and finish on the planned early start and finish times. 2. Predecessor Activity: An activity that precedes another activity in the network. 3. Successor Activity: An activity that follows another activity in the network. B. Cost Loading: The allocation of the Schedule of Values for the completion of an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum, unless otherwise approved by Architect. CONSTRUCTION PROGRESS DOCUMENTATION

18 C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project. D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float. E. Event: The starting or ending point of an activity. F. Float: The measure of leeway in starting and completing an activity. 1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date. 2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity. 3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date. G. Fragnet: A partial or fragmentary network that breaks down activities into smaller activities for greater detail. H. Major Area: A story of construction, a separate building, or a similar significant construction element. I. Milestone: A key or critical point in time for reference or measurement. J. Network Diagram: A graphic diagram of a network schedule, showing activities and activity relationships. K. Resource Loading: The allocation of manpower and equipment necessary for the completion of an activity as scheduled. 1.4 SUBMITTALS A. Qualification Data: For scheduling consultant. B. Preliminary Construction Schedule: Submit two opaque copies. 1. Approval of cost-loaded preliminary construction schedule will not constitute approval of Schedule of Values for cost-loaded activities. C. Contractor's Construction Schedule: Submit two opaque copies of initial schedule, large enough to show entire schedule for entire construction period. D. Daily Construction Reports: Submit two copies at weekly intervals. E. Material Location Reports: Submit two copies at weekly intervals. CONSTRUCTION PROGRESS DOCUMENTATION

19 F. Field Condition Reports: Submit two copies at time of discovery of differing conditions. G. Special Reports: Submit two copies at time of unusual event. 1.5 QUALITY ASSURANCE A. Prescheduling Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Review methods and procedures related to the Preliminary Construction Schedule and Contractor's Construction Schedule, including, but not limited to, the following: 1. Review software limitations and content and format for reports. 2. Verify availability of qualified personnel needed to develop and update schedule. 3. Discuss constraints, including work stages and Owner occupancy. 4. Review time required for review of submittals and resubmittals. 5. Review time required for completion and startup procedures. 6. Review and finalize list of construction activities to be included in schedule. 7. Review procedures for updating schedule. 1.6 COORDINATION A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors. B. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports. 1. Secure time commitments for performing critical elements of the Work from parties involved. 2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence. PART 2 - PRODUCTS 2.1 SUBMITTALS SCHEDULE A. Preparation: No submittal should be necessary during Selective Demolition phase. 2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL A. Procedures: Comply with procedures contained in AGC's "Construction Planning & Scheduling." CONSTRUCTION PROGRESS DOCUMENTATION

20 B. Time Frame: Extend schedule from date established for the Notice of Award to date of Substantial Completion. 1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order. C. Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. Comply with the following: 1. Activity Duration: Define activities so no activity is longer than 10 days, unless specifically allowed by Architect. 2. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion. D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected. 1. Work Restrictions: Show the effect of the following items on the schedule: a. Coordination with existing construction. b. Limitations of continued occupancies. c. Uninterruptible services. d. Use of premises restrictions. e. Seasonal variations. f. Environmental control. E. Cost Correlation: At the head of schedule, provide a cost correlation line, indicating planned and actual costs. On the line, show dollar volume of the Work performed as of dates used for preparation of payment requests. 1. Refer to Division 1 Section "Payment Procedures" for cost reporting and payment procedures. 2.3 PRELIMINARY CONSTRUCTION SCHEDULE A. Bar-Chart Schedule: Submit preliminary horizontal bar-chart-type construction schedule within five days of date established for the Notice of Award. B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. Outline significant construction activities for first 30 days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities. 2.4 REPORTS A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site: CONSTRUCTION PROGRESS DOCUMENTATION

21 1. List of subcontractors at Project site. 2. List of separate contractors at Project site. 3. Approximate count of personnel at Project site. 4. Equipment at Project site. 5. Material deliveries. 6. High and low temperatures and general weather conditions. 7. Accidents. 8. Meetings and significant decisions. 9. Unusual events (refer to special reports). 10. Stoppages, delays, shortages, and losses. 11. Meter readings and similar recordings. 12. Emergency procedures. 13. Orders and requests of authorities having jurisdiction. 14. Change Orders received and implemented. 15. Construction Change Directives received and implemented. 16. Services connected and disconnected. 17. Equipment or system tests and startups. 18. Partial Completions and occupancies. 19. Substantial Completions authorized. B. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report. Submit with a request for interpretation on CSI Form 13.2A. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents. 2.5 SPECIAL REPORTS A. General: Submit special reports directly to Owner within one day(s) of an occurrence. Distribute copies of report to parties affected by the occurrence. B. Reporting Unusual Events: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report. List chain of events, persons participating, response by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise Owner in advance when these events are known or predictable. PART 3 - EXECUTION 3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Contractor's Construction Schedule Updating: At biweekly intervals, update schedule to reflect actual construction progress and activities. Issue schedule three days before each regularly scheduled progress meeting. CONSTRUCTION PROGRESS DOCUMENTATION

22 1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting. 2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations. 3. As the Work progresses, indicate Actual Completion percentage for each activity. B. Distribution: Distribute copies of approved schedule to Architect, Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility. 1. Post copies in Project meeting rooms and temporary field offices. 2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities. END OF SECTION CONSTRUCTION PROGRESS DOCUMENTATION

23 SECTION PROTECTION, SALVAGE AND TREATMENT PROCEDURES FOR HISTORIC BUILDING MATERIALS PART 1 - GENERAL 1.01 SUMMARY A. The Sunset Lounge is a contributing, character-defining structure within the Northwest Historic District and as such is a locally designated historic structure with the City of West Palm Beach as well as the National Register of Historic Places. As such the highest level of preservation of historic materials shall apply to this structure and the work of this contract. In addition to all other requirements, all work of this contract shall be performed in accordance with the Secretary of the Interior s Standards for the Treatment of Historic Properties with Guidelines for Preserving, Rehabilitating, Restoring and Reconstructing Historic Buildings. B. This Section includes general protection, salvage and treatment procedures for entire Project and the following specific work including, but not limited to, the following: 1. Selective demolition of the non-historic second and third floor apartment build out. 2. Exterior building shell and structural components of the building that is not part of the scope of work but is located within the designated work areas and will be used by Contractor to access work areas. 3. Other areas of the building that are not part of the scope of work. C. Related Sections include the following: 1. Section Hazardous Material Assessment & Remediation. 2. Section Building Remodel Selective Demolition D. General Requirements: It shall be understood that the Work of this Section seeks to preserve the character of the historic building by leaving in place as much of the original materials as possible and, where removals are necessary, by saving historic building components, fixtures and fittings for subsequent reinstallation REFERENCES A. National Park Service Preservation Tech Note Number 2, Specifying Temporary Protection of Historic Interiors During Construction and Repair, by Dale H. Frens, AIA, B. National Park Service Preservation Tech Note Number 3, Protecting a Historic Structure during Adjacent Construction, by Chad Randl, C. NFPA 241, Standard for Safeguarding Building Construction and Demolition Operations, National Fire Protection Agency, Quincy, MA. (800) PROTECTION, SALVAGE & TREATMENT PROCEDURES FOR HISTORIC BUILDING MATERIALS

24 1.03 DEFINITIONS A. Consolidate : To strengthen loose or deteriorated materials in situ. B. Dismantle : To disassemble and detach items by hand from existing construction to the limits indicated, using small hand tools and small one-hand power tools, so as to protect nearby historic surfaces; and legally dispose of dismantled items off-site, unless indicated to be salvaged or reinstalled. C. "Existing to Remain": Existing items that are not to be removed or dismantled. Take precautions to protect materials noted. D. Historic : Spaces, areas, rooms, surfaces, materials, finishes, and overall appearance which are important to the successful preservation as determined by Architect/Engineer. The designation HF and words such as historic, historic fabric, historic materials, historic building materials, or words of similar meaning shall be understood to mean that the material or feature is considered to have aspects that require preservation and all work impacting the material or feature shall conform to the Secretary of the Interior s Standards for the Treatment of Historic Properties. E. "Historic Preservation Specialist" or Conservator : A person retained by the Owner to provide guidance for compliance with the Secretary of the Interior s Standards for the Treatment of Historic Properties. F. "In-Kind": Match existing in all physical and visual aspects including material, form, color, texture and workmanship. G. Match : To blend with adjacent construction and manifest no apparent difference in material type, species, cut, form, detail, color, grain, texture or finish; as approved by Architect/Engineer. H. "Preserve": To apply measures necessary to sustain the existing form, integrity, and materials of a historic property. Work may include preliminary measures to protect and stabilize the property. I. Protect : Take all necessary precautions to keep historic materials of the building from damage or injury. Provide temporary guards and covering as needed. Materials should be in the same condition and same location in the building upon completion of the project as when they were when the project began. J. Reconstruct : To remove existing item, replicate damaged or missing components, and reinstall in original position. K. Refinish : To remove existing finishes to base material and apply new finish to match original or as otherwise indicated. L. Reinstall : To protect removed or dismantled item, repair and clean as indicated for reuse, and reinstall in original position, or where indicated. M. "Remove": To detach or dismantle items from existing construction, label, package, and deliver them to Owner ready for reuse or storage, or as indicated for reinstallation. N. "Repair": To correct damage and defects, retaining existing materials, features and finishes while employing s little new material as possible. Includes patching, piecing-in, splicing, consolidating, or otherwise reinforcing or upgrading materials with appropriate and approved materials and methods. PROTECTION, SALVAGE & TREATMENT PROCEDURES FOR HISTORIC BUILDING MATERIALS

25 O. Replace : To remove, duplicate, and reinstall entire item with new material. The original item is the pattern for creating duplicates unless noted otherwise. P. Replicate or Reproduce : To fabricate a new item in exact detail, materials and finish to the original, and in either the same or similar material as the original, unless otherwise indicated. Q. Restore : To consolidate, replicate, reproduce, repair, and refinish as required to achieve the indicated results. R. Retain : To keep existing items that are not to be removed or dismantled. S. Reversible : New construction work, treatment, or processes that can be removed or undone in the future without damaging historic materials, unless otherwise indicated. T. Salvage : To protect removed or dismantled items and deliver them to the Owner, ready for reuse as indicated. U. Stabilize : To provide structural reinforcement of unsafe or deteriorated items while maintaining the essential form as it exists at present; also, to reestablish a weather-resistant enclosure. V. Strip : To remove existing finish down to base material, unless otherwise indicated MATERIALS OWNERSHIP A. Historic items, relics and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, periodicals, window and door components, hardware, windows, doors, antiques, and other items of interest or value to the Owner that may be encountered during removal and dismantling work remain the Owner s property. Carefully dismantle and salvage each item or object as indicated. B. Coordinate with Owner s historic preservation representative, who will establish special procedures for dismantling, salvage and storage SUBMITTALS A. Historic Treatment Program: Prepare a written plan for historic treatments for the Project, including each phase or process, including removal of historic materials, and protection of surrounding materials during operations. Describe in detail the materials, methods, and equipment to be used for each phase of work. Show compliance with indicated methods and procedures specified in this and other Sections. Include the following: 1. Dust and Noise Control: Include locations of proposed temporary dust- and noise-control partitions. Coordinate with Egress Plan for means of egress from occupied areas with continuing on-site operations and other known work in progress. 2. Debris Hauling: Include plans clearly marked to show debris hauling routes, turning radii, debris chutes if applicable, and locations and details of temporary protective barriers. B. Construction Schedule for Historic Treatments: Indicate for entire Project the following for each activity to be performed in historic spaces, areas and rooms, and on historic surfaces: 1. Detailed sequence of historic treatment work, with starting and ending dates, coordinated with Owner s continuing operations and other known work in progress. 2. Utility Services: Indicate how long utility services will be interrupted. Coordinate shutoff, capping, and continuation of utility services. 3. Use of elevators and stairs. PROTECTION, SALVAGE & TREATMENT PROCEDURES FOR HISTORIC BUILDING MATERIALS

26 4. Coordination of Owner s and other s continuing occupancy of portions of existing building and of Owner s partial occupancy of completed Work. 5. Equipment data, if applicable: List gross loaded weight, axle-load distribution, and wheel- base dimension data for mobile and heavy equipment proposed for use. Do not use such equipment without Contractor s professional engineer s certification that the structure can support the imposed loadings without damage. 6. Include the priority of door and window repair/replacement from the drawings. C. Protection Plan: 1. Contractor shall prepare a Protection Plan. This Protection Plan shall provide for protection of all pivotal, primary and secondary elements and spaces identified in the report included at the end of this section, and shall include: a. Types of protection to be employed, including detailed description of materials to be used and where they are to be used. b. Duration of protection for each location/application. c. Description of clean-up of historic fabric. 2. Such Protection Plan shall be reviewed by the Historic Preservation Specialist and approved by the Architect/Engineer and the Owner. 3. Contractor may propose temporary removal, packaging and storage of historic components, fixtures and fittings otherwise designated to remain (e.g., doors) as a means of protection. Any such proposal shall be accompanied by a removals plan, to be reviewed and approved by Owner prior to any temporary removal. D. Fire Prevention Plan: Prepare a written plan for preventing fires during the Work, including placement of fire extinguishers, fire blankets, rag buckets, and other fireprevention devices during each phase or process. Coordinate plan with Owner s fireprotection equipment and requirements. Include each fire watch s training, duties, and authority to enforce fire safety. E. Egress Plan: Prepare a written egress plan for the Project, including floor diagrams and other signage to be displayed during the Work. Revise egress plans as required throughout the Project for continued safe access of building occupants and workers. F. Access Plan: Indicate methods and procedures for access, such as scaffolding, aerial lifts, ladders, etc. Coordinate with egress plan, use of elevators or stairs, and Owner s continuing occupancy of all or portions of the building. Coordinate any disruptions of use in construction schedule. G. Removals Plan: Contractor shall produce a written Removals Plan that details procedures, materials and sequences of operations necessary to carefully remove, package, and store historic building components, fixtures and fittings. Such Removals Plan shall be reviewed by the Historic Preservation Specialist and approved by the A/E and Owner. The Removals Plan shall include procedures to assure a standard of care by each trade or type of removal to assure: 1. Verification that historic items proposed for removal are properly documented prior to removal. 2. Verification of proposed tagging and labeling measures. 3. Verification of proposed packaging techniques and storage procedures. 4. Verification that all historic and non-historic items removed have been documented by the Owner for storage or disposal prior to any materials being removed from the site. PROTECTION, SALVAGE & TREATMENT PROCEDURES FOR HISTORIC BUILDING MATERIALS