PH_REC_CENTER_SPECIFICATIONS_-_VOL_1.pdf
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- Attached to
- Palm Harbor Recreation Center Addition State and local contract opportunity
- Solicitation number
- 26-0011-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
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Palm Harbor Recreation Center Addition - Technical Specifications Summary
This document comprises the technical specifications and contract opportunity details for the Palm Harbor Recreation Center Addition project, prepared for Pinellas County, Florida. The project entails construction of a 28,000 square foot, two-story recreation center located at 1500 16th Street in Palm Harbor, Florida, designed to serve dual purposes as a community recreational facility and hurricane emergency shelter compliant with American Red Cross standards and ICC-500 storm shelter requirements. The specifications detail comprehensive construction requirements across all building trades, including structural steel framing, concrete work, masonry, roofing, mechanical systems, plumbing, electrical systems, fire protection, and specialized equipment such as gymnasium facilities and food service areas. The general contractor must submit qualifications by November 11, 2025 (Step 1) and bid proposals by November 20, 2025 (Step 2), with a non-mandatory pre-bid site visit and conference scheduled for October 29, 2025. The contract term is 425 consecutive calendar days from Notice to Proceed, with liquidated damages of $487.07 per calendar day for schedule delays. The project replaces an existing 1979-era facility and is expected to serve approximately 60,000 residents of unincorporated Palm Harbor.
The specifications establish Type 2B construction using loadbearing exterior CMU walls, composite floor and roof decks, and interior light-gauge metal framed walls, with a total building height of 34 feet 10 inches from base flood elevation to roof. Critical technical requirements include specific concrete strengths (ranging from 3000 to 5000 psi), structural steel fabrication per AISC standards, SBS-modified bituminous membrane roofing with a 20-year warranty, and comprehensive mechanical, electrical, and fire-suppression systems. Pinellas County has established a 15 percent Small Business Enterprise participation goal for subcontractors. Contractors must provide evidence of bonding capacity, demonstrate extensive experience with similar multi-use facilities, submit reference letters and qualification documentation, and comply with Florida E-Verify requirements and specified insurance and bonding specifications. While no explicit project budget is stated in the contract documents, the comprehensive scope includes complex infrastructure systems and specialized facilities requiring demonstrated expertise in construction of resilient, multi-functional community infrastructure.
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Text version
PALM HARBOR RECREATION CENTER
COVER
PROJECT NUMBER: 24002
000000 - Page 1 of 2
VERSION: 250915 – PERMIT SET
Technical Specifications
1500 16th Street Palm Harbor, Florida 34683
PROJECT # 24002
PERMIT 9/15/2025
VOLUME 1
FOR
Palm Harbor Recreation Center
PREPARED BY
Wannemacher Jensen Architects, Inc.
132 Mirror Lake Dr. N.
Unit 301
St. Petersburg, Florida 33701 727-822-5566
AR94244
COVER
PROJECT NUMBER: 24002
000000 - Page 2 of 2
VERSION: 250915 – PERMIT SET
This page intentionally left blank
TABLE OF CONTENTS Page 1
PROJECT NUMBER: 24002 VERSION: 250915 - PERMIT ISSUE
TABLE OF CONTENTS – VOLUME 1
DIVISION 01 - GENERAL CONDITIONS
011000 SUMMARY
012500 SUBSTITUTION PROCEDURES
012600 CONTRACT MODIFICATION PROCEDURES
012900 PAYMENT PROCEDURES
013100 PROJECT MANAGEMENT AND COORDINATION
013200 CONSTRUCTION PROGRESS DOCUMENTATION
013233 PHOTOGRAPHIC DOCUMENTATION
013300 SUBMITTAL PROCEDURES
014000 QUALITY REQUIREMENTS
014200 REFERENCES
015000 TEMPORARY FACILITIES AND CONTROLS
016000 PRODUCT REQUIREMENTS
017300 EXECUTION
017700 CLOSEOUT PROCEDURES
017823 OPERATION AND MAINTENANCE DATA
017839 PROJECT RECORD DOCUMENTS
017900 DEMONSTRATION AND TRAINING
DIVISION 02 - EXISTING CONDITIONS
024119 SELECTIVE DEMOLITION
DIVISION 03 - CONCRETE
033000 CAST-IN-PLACE CONCRETE
033543 POLISHED CONCRETE FLOORS
DIVISION 04 - MASONRY
042300 REINFORCED UNIT MASONRY
DIVISION 05 - METALS
051200 STRUCTURAL STEEL FRAMING
052100 STEEL JOIST FRAMING
053000 METAL DECKING
054000 COLD FORMED METAL FRAMING
055000 METAL FABRICATIONS
055113 METAL PAN STAIRS
057300 DECORATIVE METAL RAILINGS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
061000 ROUGH CARPENTRY
061600 SHEATHING
064116 PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
071326 SELF-ADHERING SHEET WATERPROOFING
071616 CRYSTALLINE WATERPROOFING
072100 BUILDING INSULATION
072600 UNDERSLAB VAPOR BARRIER
072715 NONBITUMINOUS SELF-ADHERING SHEET AIR BARRIERS
072726 FLUID-APPLIED MEMBRANE AIR BARRIERS
075216 SBS-MODIFIED BITUMINOUS MEMBRANE ROOFING
076200 SHEET METAL FLASHING AND TRIM
077100 ROOF SPECIALTIES
TABLE OF CONTENTS Page 2
077200 ROOF ACCESSORIES
078100 APPLIED FIREPROOFING
078413 PENETRATION FIRESTOPPING
089200 JOINT SEALANTS
079500 EXPANSION CONTROL
DIVISION 08 - OPENINGS
081113 HOLLOW METAL DOORS AND FRAMES
081416 FLUSH WOOD DOORS
083113 ACCESS DOORS AND FRAMES
083323 OVERHEAD COILING DOORS
084213 SECURITY ALUMINUM ENTRANCES
085653 SECURITY WINDOWS
087100 DOOR HARDWARE
087913 KEY STORAGE EQUIPMENT
088000 GLAZING
DIVISION 09 - FINISHES
092116 GYPSUM BOARD SHAFT WALL ASSEMBLIES
092216 NON-STRUCTURAL METAL FRAMING
092400 PORTLAND CEMENT PLASTERING (STUCCO)
092900 GYPSUM BOARD
093000 SHEET MEMBRANE WATERPROOFING AND CRACK ISOLATION
093013 CERAMIC TILING
095113 ACOUSTICAL PANEL CEILINGS
096413 PERFORMANCE WOOD FLOORING
096466 WOOD ATHLETIC FLOORING
096513 RESILIENT BASE AND ACCESSORIES
096519 RESILIENT FLOORING
096766 SYNTHETIC ATHLETIC FLOORING
096813 TILE CARPETING
099100 PAINTING
DIVISION 10 - SPECIALTIES
102113 PLASTIC TOILET COMPARTMENTS
102239 FOLDING PANEL PARTITIONS
102600 WALL AND DOOR PROTECTION
102800 TOILET ACCESSORIES
104413 FIRE EXTINGUISHER CABINETS
104416 FIRE EXTINGUISHERS
109050 MISCELLANEOUS SPECIALTIES
DIVISION 11 – EQUIPMENT
114000 FOOD SERVICE EQUIPMENT
116623 GYMNASIUM EQUIPMENT
116643 INTERIOR SCOREBOARDS
116653 GYMNASIUM DIVIDERS
DIVISION 12 - FURNISHINGS
122413 ROLLER WINDOW SHADES
123661 SIMULATED STONE COUNTERTOPS
124813 ENTRNACE FLOOR MATS AND FRAMES
126600 GYMNASIUM BLEACHERS
DIVISION 13 - SPECIAL CONSTRUCTION
TABLE OF CONTENTS Page 3
NOT USED
DIVISION 14 - CONVEYING SYSTEMS
142400 HYDRAULIC ELEVATOR
TABLE OF CONTENTS – VOLUME 2
DIVISION 21 - FIRE PROTECTION
210500 COMMON WORK RESULTS FOR FIRE SUPPRESSION
210517 SLEEVES AND SLEEVE SEALS FOR FIRE-SUPPRESSION PIPING
210518 ESCUTCHEONS FOR FIR-SUPPRESSION PIPING
210553 IDENTIFICATION FOR FIRE SUPPRESSION PIPING AND EQUIPMENT
211313 WET-PIPE SPRINKLER SYSTEMS
DIVISION 22 - PLUMBING
220500 COMMON WORK RESULTS FOR PLUMBING
220513 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT
220517 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING
220518 ESCUTCHEONS FOR PLUMBING PIPING
220519 METERS AND GAGES FOR PLUMBING PIPING
220523 GENERAL-DUTY VALVES FOR PLUMBING PIPING
220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT
220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT
220719 PLUMBING PIPING INSULATION
221116 DOMESTIC WATER PIPING
221119 DOMESTIC WATER PIPING SPECIALTIES
221316 SANITARY WASTE AND VENT PIPING
221319 SANITARY WASTE PIPING SPECIALTIES
221413 STORM DRAINAGE PIPING
221423 STORM DRAINAGE PIPING SPECIALTIES
221429 SUMP PUMPS
223300 ELECTRIC, DOMESTIC WATER HEATERS
224000 PLUMBING FIXTURES
224213 COMMERCIAL WATER CLOSETS, URINALS, AND BIDETS
224213.13 COMMERCIAL WATER CLOSETS
224213.16 COMMERCIAL URINALS
224216.13 COMMERCIAL LAVATORIES
224216.16 COMMERCIAL SINKS
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING
230100 GENERAL MECHANICAL PROVISIONS
230500 BASIC MECHANICAL MATERIALS & METHODS
230515 INSTRUCTIONS & MAINTENANCE MANUALS
230519 FLOW METERS AND GAGES
230520 PIPING SYSTEMS - FLUSHING AND CLEANING
230521 THERMOMETERS
230523 VALVES, COCKS AND SPECIALTIES - HVAC SYSTEMS
230524 AIR CONTROL EQUIPMENT - HYDRONIC SYSTEMS
230529 HANGERS AND SUPPORTS
230535 ELECTRIC MOTORS, HIGH EFFICIENCY TYPE
230548 VIBRATION ISOLATION EQUIPMENT
230553 IDENTIFICATION FOR HVAC SYSTEMS AND EQUIPMENT
230593 HVAC TESTING AND BALANCING
230700 INSULATION, HVAC
230800 HVAC COMMISSIONING
TABLE OF CONTENTS Page 4
230923 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) CONTROLS
230925 VARIABLE FREQUENCY DRIVES
232113 PIPING SYSTEMS - HVAC WATER
232125 PUMPS - HORIZONTAL BASE MOUNTED END SUCTION
232313 REFRIGERANT PIPE, VALVES AND SPECIALTIES
232500 HVAC WATER TREATMENT
233100 DUCTWORK
233300 DUCT SYSTEM ACCESSORIES
233314 DAMPERS - FIRE, FIRE-SMOKE, AND SMOKE
233617 TERMINAL UNITS - VAV, SINGLE INLET, ELECTRIC COIL
233713 AIR DISTRIBUTION DEVICES
236426 AIR COOLED CHILLERS
237313 AIR HANDLING UNITS, CENTRAL STATION, MODULAR
237314 ROOFTOP MODULAR CHILLED WATER AIR HANDLING UNITS
237500 ENERGY RECOVERY VENTILATORS
238143 AIR CONDITIONING UNITS - DUCTLESS SPLIT SYSTEM
DIVISION 26 - ELECTRICAL
260010 BASIC ELECTRICAL REQUIREMENTS
260500 COMMON WORK RESULTS FOR ELECTRICAL
260519 CONDUCTORS AND CABLES
260526 GROUNDING AND BONDING
260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS
260533 RACEWAYS AND BOXES
260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING
260553 ELECTRICAL IDENTIFICATION
260800 COMMISSIONING OF ELECTRICAL SYSTEMS
260923 LIGHTING CONTROL DEVICES
262200 LOW-VOLTAGE TRANSFORMERS
262413 SWITCHBOARDS
262416 PANELBOARDS
262726 WIRING DEVICES
262813 FUSES
262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS
264313 SURGE PROTECTIVE DEVICES
265119 LED INTERIOR LIGHTING
265613 LIGHTING POLES AND STANDARDS
265619 LED EXTERIOR LIGHTING
DIVISION 27 - COMMUNICATIONS
270010 TECHNOLOGY GENERAL PROVISIONS
270526 GROUNDING AND BONDING FOR TELECOMMUNICATIONS SYSTEMS
270528 RACEWAYS FOR TECHNOLOGY
271000 STRUCTURED CABLING SYSTEM
274134 BROADBAND DISTRIBUTION SYSTEM
274135 CATV HEADEND
275125 SOUND REINFORCEMENT SYSTEM
275150 EDUCATIONAL INTERCOM AND PROGRAM CLOCK
DIVISION 28 - ELECTRONIC SAFEY AND SECURITY
281000 ELECTRONIC SECURITY SYSTEMS
283111 ADDRESSABLE FIRE ALARM SYSTEM
DIVISION 31 - EARTHWORK
313116 TERMITE CONTROL
TABLE OF CONTENTS Page 5
DIVISION 32 – EXTERIOR IMPROVEMENTS
328400 IRRIGATION
329000 PLANTING
329200 TURF AND GRASS
END OF TABLE OF CONTENTS
TABLE OF CONTENTS Page 6
THIS PAGE INTENTIONALLY LEFT BLANK
SUMMARY 011000 - Page 1 of 4
PROJECT NUMBER: 24002 VERSION: 250915 - PERMIT ISSUE
SECTION 011000 - SUMMARY
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Project information.
2. Work covered by Contract Documents.
3. Work by Owner.
4. Purchase contracts.
5. Access to site.
6. Work restrictions.
7. Specification and drawing conventions.
B. Related Requirements:
1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.
1.3 PROJECT INFORMATION
A. Project Identification: Palm Harbor Parks and Recreation
1. Project Location:
1500 16th Street Palm Harbor, Florida 34683
B. Architect:
Wannemacher Jensen Architects, Inc.
132 Mirror Lake Drive N., Unit 301 St. Petersburg, FL 33701
C. Architect's Consultants: The Architect has retained the following design professionals who have prepared designated portions of the Contract Documents:
1. Structural Engineer:
Master Consulting Engineers 5523 W. Cypress St., Suite 200 Tampa, Florida 33607
2. MEP & FP Engineers:
Voltair Engineers 6005 Benjamin Road, Suite A Tampa, Florida 33634
3. Civil Engineer:
Vickstrom Engineering Services 132 Mirror Lake Drive N., Suite 202 St. Petersburg, Florida 33701
4. Landscape Architect:
Terra Tectonics Design Group Inc.
1188 Kapp Drive Clearwater Florida 33765
5. Food Service:
TBCI Design 1201 5th Ave. W., #100 Bradenton, Florida 34205
SUMMARY 011000 - Page 2 of 4
PROJECT NUMBER: 24002 VERSION: 250915 - PERMIT ISSUE
1.4 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of Project is defined by the Contract Documents and consists of the following:
1. A new 2-story 6,740 G.S.F. assembly building of Type 2B construction. The structure is composed of loadbearing exterior CMU walls, composite floor and roof decks, and interior light gauge metal framed walls. The project includes all new mechanical, plumbing, electrical, AV/IT, fire protection and alarm systems. The total building height measured from B.F.E. to T.O. roof is 34’-10”.
2. Reconfiguration of existing storage rooms and demolition of existing kitchen.
B. Hurricane Storm Shelter: Project will be required to comply with ICC-500 “2020 500 ICC/NSSA Standard for the Design and Construction of Storm Shelters.”
C. Type of Contract:
1. Project will be constructed under a single prime contract.
1.5 WORK BY OWNER
A. General: Cooperate fully with Owner so work may be carried out smoothly, without interfering with or delaying work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner.
1.6 PURCHASE CONTRACTS
A. General: Owner has negotiated purchase contracts with suppliers of material and equipment to be incorporated into the Work. Owner will assign these purchase contracts to Contractor. Include costs for purchasing, receiving, handling, storage if required, and installation of material and equipment in the Contract Sum, unless otherwise indicated.
1. Contractor's responsibilities are same as if Contractor had negotiated purchase contracts, including responsibility to renegotiate purchase and to execute final purchasing agreements.
1.7 ONWER-FURNISHED PRODUCTS
A. Owner shall furnish those products indicated on the Drawings as Owner-furnished or furnished by Owner. The Work includes unloading, handling, storing, protecting and installing Owner-furnished products and making building services connections as directed and turning them over to Owner at Project closeout.
1.8 ACCESS TO SITE
A. General: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project.
1.9 WORK RESTRICTIONS
A. Work Restrictions, General: Comply with restrictions on construction operations.
1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.
B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7 a.m. to 7 p.m., Monday through Friday, unless otherwise indicated.
C. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor-air intakes.
D. Controlled Substances: Use of tobacco products and other controlled substances on Project site is not permitted.
E. Employee Identification: Provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.
SUMMARY 011000 - Page 3 of 4
PROJECT NUMBER: 24002 VERSION: 250915 - PERMIT ISSUE
F. Employee Screening: Comply with Owner's requirements for drug and background screening of Contractor personnel working on Project site.
1. Maintain list of approved screened personnel with Owner's representative.
1.10 SPECIFICATION AND DRAWING CONVENTIONS
A. 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. Imperative mood and streamlined language are generally used in the Specifications.
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.
2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.
B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.
C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:
1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.
2. Abbreviations: Materials and products are identified by abbreviations scheduled on
Drawings.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
SUMMARY 011000 - Page 4 of 4
SUBSTITUTION PROCEDURES 012500 - Page 1 of 4
SECTION 012500 - SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for substitutions.
B. Related Requirements:
1. Section 016000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.
1.3 DEFINITIONS
A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.
1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.
2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner.
1.4 ACTION SUBMITTALS
A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.
1. Substitution Request Form: Use CSI Form 13.1A or another forma acceptable to
Architect.
2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.
b. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution.
c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section.
Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.
d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
e. Samples, where applicable or requested.
f. Certificates and qualification data, where applicable or requested.
g. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners.
SUBSTITUTION PROCEDURES 012500 - Page 2 of 4
h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.
i. Research reports evidencing compliance with building code in effect for Project, from ICC-ES.
j. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.
k. Cost information, including a proposal of change, if any, in the Contract Sum.
l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.
m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.
3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution.
Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.
a. Forms of Acceptance: Change Order, Construction Change Directive, or
Architect's Supplemental Instructions for minor changes in the Work.
b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.
1.5 QUALITY ASSURANCE
A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.
1.6 PROCEDURES
A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.
PART 2 - PRODUCTS
2.1 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.
1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:
a. Requested substitution is consistent with the Contract Documents and will produce indicated results.
b. Substitution request is fully documented and properly submitted.
c. Requested substitution will not adversely affect Contractor's construction schedule.
d. Requested substitution has received necessary approvals of authorities having jurisdiction.
SUBSTITUTION PROCEDURES 012500 - Page 3 of 4
e. Requested substitution is compatible with other portions of the Work.
f. Requested substitution has been coordinated with other portions of the Work.
g. Requested substitution provides specified warranty.
h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.
B. Substitutions for Convenience: Not allowed.
END OF SECTION 012500
SUBSTITUTION PROCEDURES 012500 - Page 4 of 4
CONTRACT MODIFICATION PROCEDURES 012600 - Page 1 of 2
SECTION 012600 - CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for handling and processing Contract modifications.
B. Related Requirements:
1. Section 012500 "Substitution Procedures" for administrative procedures for handling requests for substitutions made after the Contract award.
1.3 MINOR CHANGES IN THE WORK
A. Architect will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time.
1.4 PROPOSAL REQUESTS
A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.
1. Work Change Proposal Requests issued by Architect are not instructions either to stop work in progress or to execute the proposed change.
2. Within 20 days, when not otherwise specified, after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.
a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
c. Include costs of labor and supervision directly attributable to the change.
d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.
e. Quotation Form: Use CSI Form 13.6D, "Proposal Worksheet Summary," and Form 13.6C, "Proposal Worksheet Detail."
B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Architect.
1. Include a statement outlining reasons for the change and the effect of the change on the
Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.
2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
4. Include costs of labor and supervision directly attributable to the change.
CONTRACT MODIFICATION PROCEDURES 012600 - Page 2 of 2
5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.
6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.
7. Proposal Request Form: Use CSI Form 13.6A, "Change Order Request (Proposal)," with attachments CSI Form 13.6D, "Proposal Worksheet Summary," and Form 13.6C, "Proposal Worksheet Detail."
1.5 CHANGE ORDER PROCEDURES
A. On Owner's approval of a Work Changes Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor on AIA Document G701.
1.6 CONSTRUCTION CHANGE DIRECTIVE
A. Construction Change Directive: Architect may issue a Construction Change Directive on AIA Document G714. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.
1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.
B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.
1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.
PART 2 - PRODUCTS (Not Used)
END OF SECTION 012600
PAYMENT PROCEDURES 012900 - Page 1 of 4
SECTION 012900 - PAYMENT PROCEDURES
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment.
B. Related Requirements:
1. Section 012600 "Contract Modification Procedures" for administrative procedures for handling changes to the Contract.
2. Section 013200 "Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction 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. Cost-loaded Critical Path Method Schedule may serve to satisfy requirements for the schedule of values.
1. Coordinate 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. Submittal schedule.
c. Items required to be indicated as separate activities in 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.
B. Format and Content: Use 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. Project name and location.
b. Name of Architect.
c. Architect's project number.
d. Contractor's name and address.
e. Date of submittal.
2. Arrange schedule of values consistent with format of AIA Document G703.
3. 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.
PAYMENT PROCEDURES 012900 - Page 2 of 4
g. Dollar value of the following, as a percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent.
1) Labor.
2) Materials.
3) Equipment.
4. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with Project Manual table of contents. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum.
5. Round amounts to nearest whole dollar; total shall equal the Contract Sum.
6. 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 required, include evidence of insurance.
7. 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.
8. 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.
9. Purchase Contracts: Provide a separate line item in the schedule of values for each purchase contract. Show line-item value of purchase contract. Indicate owner payments or deposits, if any, and balance to be paid by Contractor.
10. 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.
11. 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 following the initial 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. Application for Payment Forms: Use forms acceptable to Architect and Owner for Applications for Payment. Submit forms for approval with initial submittal of schedule of values.
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 for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment.
3. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.
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4. Indicate separate amounts for work being carried out under Owner-requested project acceleration.
E. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored on-site and items stored off-site.
1. Provide certificate of insurance, evidence of transfer of title to Owner, and consent of surety to payment, for stored materials.
2. Provide supporting documentation that verifies amount requested, such as paid invoices.
Match amount requested with amounts indicated on documentation; do not include overhead and profit on stored materials.
3. Provide summary documentation for stored materials indicating the following:
a. Value of materials previously stored and remaining stored as of date of previous
Applications for Payment.
b. Value of previously stored materials put in place after date of previous Application for Payment and on or before date of current Application for Payment.
c. Value of materials stored since date of previous Application for Payment and remaining stored as of date of current Application for Payment.
F. Transmittal: Submit three 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.
G. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from entities 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 conditional final or full waivers.
3. Owner reserves the right to designate which entities involved in the Work must submit waivers.
4. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner.
H. 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 (preliminary if not final).
5. Schedule of unit prices.
6. Submittal 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.
I. Application for Payment at Substantial Completion: After Architect issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.
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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 Certificate(s) of Substantial Completion issued previously for Owner occupancy of designated portions of the Work.
J. Final Payment Application: After completing Project closeout requirements, 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.
PART 2 - PRODUCTS (Not Used)
END OF SECTION 012900
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SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:
1. General coordination procedures.
2. Coordination drawings.
3. Requests for Information (RFIs).
4. Project Web site.
5. Project meetings.
B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor.
C. Related Requirements:
1. Section 013200 "Construction Progress Documentation" for preparing and submitting
Contractor's construction schedule.
2. Section 017300 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.
3. Section 017700 "Closeout Procedures" for coordinating closeout of the Contract.
1.3 DEFINITIONS
A. RFI: Request from Owner, Architect, or Contractor seeking information required by or clarifications of the Contract Documents.
1.4 INFORMATIONAL SUBMITTALS
A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Use CSI Form 1.5A. Include the following information in tabular form:
1. Name, address, and telephone number of entity performing subcontract or supplying products.
2. Number and title of related Specification Section(s) covered by subcontract.
3. Drawing number and detail references, as appropriate, covered by subcontract.
B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.
1. Post copies of list in project meeting room, in temporary field office, on Project Web site, and by each temporary telephone. Keep list current at all times.
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1.5 GENERAL COORDINATION PROCEDURES
A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.
2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.
1. Prepare similar memoranda for Owner and separate contractors if coordination of their
Work is required.
C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities 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.
D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste.
1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. See other Sections for disposition of salvaged materials that are designated as Owner's property.
1.6 COORDINATION DRAWINGS
A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.
1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:
a. Use applicable Drawings as a basis for preparation of coordination drawings.
Prepare sections, elevations, and details as needed to describe relationship of various systems and components.
b. Coordinate the addition of trade-specific information to the coordination drawings by multiple contractors in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review.
c. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.
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d. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation.
e. Show location and size of access doors required for access to concealed dampers, valves, and other controls.
f. Indicate required installation sequences.
g. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.
B. Coordination Drawing Organization: Organize coordination drawings as follows:
1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.
2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components.
3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.
4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.
5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.
6. Mechanical and Plumbing Work: Show the following:
a. Insulation, bracing, flanges, and support systems.
b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment.
c. Fire-rated enclosures around ductwork.
d. Runs of vertical and horizontal conduit 1-1/4 inches in diameter and larger.
e. Light fixture, exit light, emergency battery pack, smoke detector, and other fire-alarm locations.
f. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations.
g. Location of pull boxes and junction boxes, dimensioned from column center lines.
7. Fire-Protection System: Show the following:
a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads.
8. Review: Architect will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If Architect determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Architect will so inform Contractor, who shall make changes as directed and resubmit.
9. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 013300 "Submittal Procedures."
C. Coordination Digital Data Files: Prepare coordination digital data files according to the following requirements:
1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings.
2. File Submittal Format: Submit or post coordination drawing files using Portable Data File
(PDF) format.
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3. Architect will furnish Contractor one set of digital data files of Drawings for use in preparing coordination digital data files.
a. Architect makes no representations as to the accuracy or completeness of digital data files as they relate to Drawings.
b. Digital Data Software Program: Drawings are available in AutoCAD Format.
c. Contractor shall execute a data licensing agreement in the form of
AIA Document C106.
1.7 REQUESTS FOR INFORMATION (RFIs)
A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.
1. Architect will return RFIs submitted to Architect by other entities controlled by Contractor 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 information or interpretation and the following:
1. Project name.
2. Project number.
3. Date.
4. Name of Contractor.
5. Name of Architect.
6. RFI number, numbered sequentially.
7. RFI subject.
8. Specification Section number and title and related paragraphs, as appropriate.
9. Drawing number and detail references, as appropriate.
10. Field dimensions and conditions, as appropriate.
11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the
Contract Time or the Contract Sum, Contractor shall state impact in the RFI.
12. Contractor's signature.
13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop
Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.
a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.
C. RFI Forms: AIA Document G716.
1. Attachments shall be electronic files in Adobe Acrobat PDF format.
D. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow seven working days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be considered as received the following working day.
1. The following Contractor-generated RFIs will be returned without action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for approval of Contractor's means and methods.
d. Requests for coordination information already indicated in the Contract
Documents.
e. Requests for adjustments in the Contract Time or the Contract Sum.
f. Requests for interpretation of Architect's actions on submittals.
g. Incomplete RFIs or inaccurately prepared RFIs.
2. Architect's action may include a request for additional information, in which case Architect's time for response will date from time of receipt of additional information.
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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 Section 012600 "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 10 days of receipt of the RFI response.
E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.
Submit log weekly. Use CSI Log Form 13.2B. 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 returned without action or withdrawn.
5. RFI description.
6. Date the RFI was submitted.
7. Date Architect's and Construction Manager's response was received.
F. 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 seven days if Contractor disagrees with response.
1. Identification of related Minor Change in the Work, Construction Change Directive, and
Proposal Request, as appropriate.
2. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate.
1.8 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: Entity responsible for conducting meeting will 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 and conduct a preconstruction…
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