2334 - Wharton DPW - Technical Specifications.pdf

WHARTON DPW – WORMAN FACILITY

TABLE OF CONTENTS TC - 1

TECHNICAL SPECIFICATIONS

DIVISION O: GENERAL PROVISIONS

003100 – Available Project Information -------------------------------------------------------------- 1-26

Report of Geotechnical Investigation

DIVISION 1: GENERAL REQUIREMENTS

011000 – Summary ------------------------------------------------------------------------------------------- 1-2

012000 – Price and payment Procedures ----------------------------------------------------------- 1-3

012100 – Allowances --------------------------------------------------------------------------------------- 1-1

012200 – Unit Prices ------------------------------------------------------------------------------------------ 1-1

013000 – Administrative Requirements --------------------------------------------------------------- 1-4

013216 – Construction Progress Schedule------------------------------------------------------------ 1-2

013553 – Security Procedures----------------------------------------------------------------------------- 1-1

014000 – Quality Requirements ------------------------------------------------------------------------- 1-4

014220 – NJDOT Specification References ---------------------------------------------------------- 1-2

015000 – Temporary Facilities & Controls ------------------------------------------------------------ 1-3

015100 – Temporary Utilities-------------------------------------------------------------------------------- 1-2

015500 – Vehicular Access & Parking------------------------------------------------------------------ 1-2

015713 – Temporary Erosion & Sediment Control ------------------------------------------------- 1-5

015813 – Temporary Project Signage ----------------------------------------------------------------- 1-2

016000 – Product Requirements ------------------------------------------------------------------------ 1-4

017000 – Execution and Closeout Requirements ------------------------------------------------- 1-11

017419 – Construction Waste Management and Disposal ------------------------------------ 1-4

017800 – Closeout Submittals ---------------------------------------------------------------------------- 1-4

017900 – Demonstration and Training ---------------------------------------------------------------- 1-3

DIVISION 2: EXISTING CONDITIONS

024100 – Demolition ----------------------------------------------------------------------------------------- 1-3

DIVISION 3: CONCRETE

030505 – Under Slab Vapor Barrier --------------------------------------------------------------------- 1-1

033000 – Cast-In-Place Concrete ---------------------------------------------------------------------- 1-17

DIVISION 5: METALS

055000 – Metal Fabrications ----------------------------------------------------------------------------- 1-3

055100 – Metal Stairs ---------------------------------------------------------------------------------------- 1-4

DIVISION 6: WOOD & PLASTICS

061000 – Rough Carpentry ------------------------------------------------------------------------------- 1-3

064100 – Architectural Wood Casework ------------------------------------------------------------- 1-4

DIVISION 7: THERMAL & MOISTURE PROTECTION

072100 – Thermal Insulation ------------------------------------------------------------------------------ 1-4

076200 – Sheet Metal Flashing and Trim ------------------------------------------------------------- 1-3

077200 – Roof Accessories -------------------------------------------------------------------------------- 1-2

078400 – Firestopping --------------------------------------------------------------------------------------- 1-3

079200 – Joint Sealants ------------------------------------------------------------------------------------ 1-7

DIVISION 8: OPENINGS

081113 – Steel Doors and Frames ---------------------------------------------------------------------- 1-4

081613 – Fiberglass Doors --------------------------------------------------------------------------------- 1-5

083100 – Access Doors and Panels -------------------------------------------------------------------- 1-3

083613 – Sectional Doors ---------------------------------------------------------------------------------- 1-5

085113 – Aluminum Windows ---------------------------------------------------------------------------- 1-6

087100 – Door Hardware ---------------------------------------------------------------------------------- 1-17

088000 – Glazing --------------------------------------------------------------------------------------------- 1-4

089100 – Louvers --------------------------------------------------------------------------------------------- 1-3

TABLE OF CONTENTS TC - 2

DIVISION 9: FINISHES

090561 – Common Work Results for Flooring Preparation -------------------------------------- 1-3

092116 – Gypsum Board Assemblies ------------------------------------------------------------------ 1-5

093000 – Tiling ------------------------------------------------------------------------------------------------- 1-5

095100 – Acoustical Ceilings ----------------------------------------------------------------------------- 1-3

096500 – Resilient Flooring --------------------------------------------------------------------------------- 1-3

099123 – Interior Painting ---------------------------------------------------------------------------------- 1-5

DIVISION 10: SPECIALTIES

101400 – Signage -------------------------------------------------------------------------------------------- 1-3

102113 – Plastic Toilet Compartments ---------------------------------------------------------------- 1-2

102800 – Toilet, Bath and Laundry Accessories ---------------------------------------------------- 1-3

104400 – Fire Protection Specialties ------------------------------------------------------------------- 1-2

105113 – Metal Lockers ------------------------------------------------------------------------------------ 1-3

DIVISION 12: FURNISHINGS

123600 – Countertops -------------------------------------------------------------------------------------- 1-3

DIVISION 13: SPECIAL CONSTRUCTION

133419 – Metal Building Systems ------------------------------------------------------------------------ 1-6

DIVISION 21: FIRE SUPPRESSION

210500 – Common Work Results for Fire Suppression -------------------------------------------- 1-7

211313 – Wet Pipe Sprinkler ------------------------------------------------------------------------------- 1-27

DIVISION 22: PLUMBING

220500 – Basic Plumbing Methods and Procedures --------------------------------------------- 1-12

220517 – Sleeves and Sleeve Seals for Plumbing Piping ---------------------------------------- 1-5

220518 – Escutcheons for Plumbing Piping---------------------------------------------------------- 1-2

220523 – General Duty Valves for Plumbing Piping ---------------------------------------------- 1-6

220529 – Hanger and Supports for Plumbing Piping and Equipment ---------------------- 1-8

220553 – Identification for Plumbing Piping and Equipment---------------------------------- 1-6

220719 – Plumbing Piping Insulation ------------------------------------------------------------------- 1-7

221111 – Facility Natural Gas Piping ------------------------------------------------------------------- 1-17

221116 – Domestic Water Piping ----------------------------------------------------------------------- 1-12

221119 – Domestic Water Piping Specialties ------------------------------------------------------- 1-10

221316 – Sanitary Waste and Vent Piping ----------------------------------------------------------- 1-6

221319 – Sanitary Waste Piping Specialties --------------------------------------------------------- 1-9

221413 – Facility Storm Draining Piping --------------------------------------------------------------- 1-5

224000 – Plumbing Fixtures -------------------------------------------------------------------------------- 1-11

DIVISION 23: HEATING, VENTILATING, & AIR-CONDITIONING

230500 – Common Work Results for HVAC ---------------------------------------------------------- 1-5

230510 – Supplementary General Conditions for HVAC Work-------------------------------- 1-12

230513 – Common Motor Requirements for HVAC Equipment ------------------------------ 1-3

230529 – Hangers and Supports for HVAC Piping and Equipment ------------------------- 1-7

230548 – Vibration Controls for HVAC --------------------------------------------------------------- 1-4

230553 – Identification for HVAC Piping and Equipment -------------------------------------- 1-3

230713 – Duct Insulation ----------------------------------------------------------------------------------- 1-9

230719 – HVAC Piping Insulation ----------------------------------------------------------------------- 1-16

232300 – Refrigerant Piping ------------------------------------------------------------------------------ 1-6

233113 – Metal Ducts --------------------------------------------------------------------------------------- 1-13

233300 – Air Duct Accessories --------------------------------------------------------------------------- 1-9

233346 – Flexible Ducts ------------------------------------------------------------------------------------- 1-3

233423 – HVAC Power Ventilators ---------------------------------------------------------------------- 1-6

233713.13 – Air Diffusers ------------------------------------------------------------------------------------ 1-3

233713.23 – Registers and Grilles ------------------------------------------------------------------------ 1-3

235123 – Gas Vents ----------------------------------------------------------------------------------------- 1-3

238129 – Variable Refrigerant Flow HVAC Systems ---------------------------------------------- 1-27

TABLE OF CONTENTS TC - 3

DIVISION 26: ELECTRICAL

260544 – Sleeves and Sleeve Seals for Raceways and Cabling ----------------------------- 1-4

260519 – Low Voltage Electrical Power Conductors and Cables --------------------------- 1-8

260526 – Grounding and Bonding for Electrical Systems --------------------------------------- 1-5

260529 – Hangers and Supports for Electrical Systems ------------------------------------------ 1-9

260533 – Raceways and Boxes for Electrical Systems ------------------------------------------- 1-12

260543 – Underground Ducts and Utility Structures ---------------------------------------------- 1-11

260548 – Electrical Supports and Seismic Restraints---------------------------------------------- 1-8

260553 – Identification for Electrical Systems ------------------------------------------------------- 1-9

260923 – Lighting Control Devices --------------------------------------------------------------------- 1-8

262200 – Low Voltage Transformers ------------------------------------------------------------------- 1-6

262416 – Panelboards -------------------------------------------------------------------------------------- 1-11

262726 – Wiring Devices ----------------------------------------------------------------------------------- 1-10

262813 – Fuses ------------------------------------------------------------------------------------------------- 1-4

262816 – Enclosed Switches and Circuit Breakers ------------------------------------------------ 1-9

263213 – Engine Generators ----------------------------------------------------------------------------- 1-10

263600 – Transfer Switches -------------------------------------------------------------------------------- 1-6

265119 – LED Interior Lighting ---------------------------------------------------------------------------- 1-7

DIVISION 28: FIRE DETECTION & ALARM

283111– Digital Addressable Fire Alarm System --------------------------------------------------- 1-19

DIVISION 31: EARTHWORK

311000 – Site Clearing -------------------------------------------------------------------------------------- 1-3

312000 – Earthwork ------------------------------------------------------------------------------------------ 1-8

312300 – Trenching, Backfilling, and Compaction ----------------------------------------------- 1-8

312319 – Dewatering --------------------------------------------------------------------------------------- 1-3

312500 – Erosion and Sediment Controls ------------------------------------------------------------ 1-4

END TABLE OF CONTENTS

2334 - Wharton DPW Worman Facility

003100 - 1 Available Project Information

SECTION 003100

AVAILABLE PROJECT INFORMATION

PART 1 GENERAL

1.01 EXISTING CONDITIONS

A. Certain information relating to existing surface and subsurface conditions and structures is available to bidders as follows:

B. Geotechnical Report:

1. A copy of the Geotechnical Report is attached for all bidders to use in establishing thier

Base Bid Price.

a. This report identifies properties of below grade conditions and offers recommendations for the design of foundations.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

011000 - 1 Summary

SECTION 011000

SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. Project Name: 2334 - Wharton DPW - Worman Facility

B. Owner 's Name: Morris County of New Jersey .

C. Architect's Name: FKA Architects .

D. The Project consists of the construction of a new DPW Facility to replace the existing DPW Facility .

1.02 CONTRACT DESCRIPTION

A. Contract Type: A single prime contract based on a Stipulated Price as described in The Front End.

1.03 DESCRIPTION OF ALTERATIONS WORK

A. Scope of demolition and removal work is indicated on drawings and specified in Section 024100.

B. The demolition and removal of the existing DPW Faciltiy is part of this project.

C. Plumbing: Replace existing system with new construction, tying into existing utilities.

D. HVAC: Replace existing system with new construction.

E. Electrical Power and Lighting: Replace existing system with new construction, tying into existing utilities, and adding new electrical equipment.

F. Fire Suppression Sprinklers: Add new Fire Suppresion System to new building .

G. Fire Alarm: Replace existing system with new construction.

H. Telephone: Replace existing system with new construction.

I. Security System: Replace existing system with new construction .

J. Existing Fuel Monitoring System : Alter existing system and add new construction, keeping existing in operation .

1.04 WORK BY OWNER

1.05 OWNER OCCUPANCY

A. Owner intends to continue to occupy adjacent buidlings on-site during the entire construction period.

B. Owner intends to occupy the Project upon Substantial Completion.

C. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.

D. Schedule the Work to accommodate Owner occupancy.

1.06 CONTRACTOR USE OF SITE AND PREMISES

A. Construction Operations: Limited to areas noted on Drawings.

1. Locate and conduct construction activities in ways that will limit disturbance to site.

B. Arrange use of site and premises to allow:

1. Owner occupancy.

2. Work by Others.

3. Work by Owner.

4. Use of site and premises by the public.

C. Provide access to and from site as required by law and by Owner:

1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

011000 - 2 Summary

2. Do not obstruct roadways, sidewalks, or other public ways without permit.

D. Utility Outages and Shutdown:

1. Limit disruption of utility services to hours the building is unoccupied.

2. Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers and fire alarm system, without 7 days notice to Owner and authorities having jurisdiction.

3. Limit shutdown of utility services to 4 hours at a time, arranged at least 24 hours in advance with Owner .

4. Prevent accidental disruption of utility services to other facilities.

1.07 WORK SEQUENCE

A. Construct Work in stages during the construction period:

1. Stage 1: Relocate and update Electrical Service prior to demolishing the existing DPW

Building .

2. Stage 2: Relocate Fuel Monitoring System and make opperational before demolishing existing DPW Building .

3. Stage 3: Demolish and remove the existing DPW Building in its entirety..

4. Stage 4: Construct new DPW Facility.

B. Coordinate construction schedule and operations with Owner.

C. Coordinate construction schedule and operations with Architect.

D. Anticipated Overall Construction Schedule:

1. Stage 1: The Contractor/Bidder shall include within thier schedule up to 18 Months for the electric services upgrades and installation of a new transformer by JCPL.

Stage 2-4 work cannot begin until the electric service upgrades are complete and all other buildings on site are operating properly. If the electric service upgrade is completed sooner the Contractor/Bidder shall be prepared to immediately proceed with Stage 2-4 work.

2. Stage 2: The Contractor/Bidder shall complete the Fuel Monitoring System relocation within 1 month.

3. Stage 3: The Contractor/Bidder shall demolish and completely remove the existing DPW Building within 2 months.

4. Stage 4: The Contractor/Bidder shall construction the new DPW building within 11 months.

5. Upon award the GC shall submit all shop drawings and prepare to order all materials. The GC will have a total construction phase of 14 months from when the electric service upgrades are complete, to complete all work.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

012000 - 1 Price and Payment Procedures

SECTION 012000

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for progress payments.

B. Documentation of changes in Contract Sum and Contract Time.

C. Change procedures.

D. Correlation of Contractor submittals based on changes.

E. Procedures for preparation and submittal of application for final payment.

1.02 RELATED REQUIREMENTS

A. Section 005200 - Agreement Form: Contract Sum, retainages, payment period, monetary values of unit prices.

1.03 SCHEDULE OF VALUES

A. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit draft to Architect for approval.

B. Forms filled out by hand will not be accepted.

C. Submit a printed schedule on AIA Form G703 - Application and Certificate for Payment Continuation Sheet. Contractor's standard form or electronic media printout will be considered.

D. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor Agreement.

E. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification section. Identify site mobilization.

F. Include a line item for each allowance scheduled.

G. Include within each line item, a direct proportional amount of Contractor's overhead and profit.

H. Where applications for payment are likely to include products purchased or fabricated but not yet installed, provide individual line items for material cost, and other applicable phases of completion.

I. The Architect will notify the Contractor if the schedule is not satisfactory; revise and resubmit acceptable schedule.

J. Revise schedule to list approved Change Orders, with each Application For Payment.

1.04 FIRST PAYMENT PROCEDURE

A. The first application for payment will not be reviewed until the following submittals have been received:

1. Certificates of insurance.

2. Performance and payment bonds.

3. Schedule of values.

4. List of subcontractors, principal suppliers, and fabricators.

5. Contractor's construction schedule.

6. Submittal schedule.

7. Quality control activities schedule.

8. Names of the contractor's principal staff assigned to the project.

9. Copies of the building permit and other authorizations from governing authorities.

1.05 APPLICATIONS FOR PROGRESS PAYMENTS

A. Payment Period: Submit at intervals stipulated in the Agreement.

B. Forms filled out by hand will not be accepted.

C. Present required information in typewritten form.

012000 - 2 Price and Payment Procedures

D. Form: AIA G702 Application and Certificate for Payment and AIA G703 - Continuation Sheet including continuation sheets when required.

1. Notarize each copy.

E. For each item, provide a column for listing each of the following:

1. Item Number.

2. Description of work.

3. Scheduled Values.

4. Previous Applications.

5. Work in Place and Stored Materials under this Application.

6. Authorized Change Orders.

7. Total Completed and Stored to Date of Application.

8. Percentage of Completion.

9. Balance to Finish.

10. Retainage.

F. Execute certification by signature of authorized officer.

G. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products.

H. List each allowance as a separate line item.

I. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of work.

J. Submit one electronic and three hard-copies of each Application for Payment.

K. Include the following with the application:

1. Transmittal letter as specified for submittals in Section 013000.

2. Construction progress schedule, revised and current as specified in Section 013000.

3. Current construction photographs specified in Section 013000.

4. Partial release of liens from major subcontractors and vendors.

5. Project record documents as specified in Section 017800, for review by Owner which will be returned to the Contractor.

6. Affidavits attesting to off-site stored products.

L. When Architect requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description.

1.06 MODIFICATION PROCEDURES

A. Submit name of the individual authorized to receive change documents and who will be responsible for informing others in Contractor's employ or subcontractors of changes to Contract Documents.

B. For minor changes not involving an adjustment to the Contract Price or Contract Time, Architect will issue instructions directly to Contractor.

C. Architect will advise of minor changes in the Work not involving an adjustment to Contract Sum or Contract Time as authorized by the Conditions of the Contract by issuing supplemental instructions on AIA Form G710.

D. For other required changes, Architect will issue a document signed by Owner instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order.

1. The document will describe the required changes and will designate method of determining any change in Contract Sum or Contract Time.

2. Promptly execute the change.

E. For changes for which advance pricing is desired, Architect will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be

012000 - 3 Price and Payment Procedures considered valid. Contractor shall prepare and submit a fixed price quotation within ____ days.

F. Changes proposed by the contractor will not be considered.

G. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract.

1. For change requested by Architect for work falling under a fixed price contract, the amount will be based on Contractor's price quotation as approved by the Architect.

2. For pre-determined unit prices and quantities, the amount will based on the fixed unit prices.

H. Substantiation of Costs: Provide full information required for evaluation.

1. On request,Provide following data:

a. Quantities of products, labor, and equipment.

b. Taxes, insurance, and bonds.

c. Overhead and profit.

d. Justification for any change in Contract Time.

e. Credit for deletions from Contract, similarly documented.

2. Support each claim for additional costs with additional information:

a. Origin and date of claim.

b. Dates and times work was performed, and by whom.

c. Time records and wage rates paid.

d. Invoices and receipts for products, equipment, and subcontracts, similarly documented.

e. A statement describing the effect the change may have on the work of other prime contractors.

I. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

J. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum.

K. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

L. Promptly enter changes in Project Record Documents.

1.07 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due.

B. Application for Final Payment will not be considered until the following have been accomplished:

1. All closeout procedures specified in Section 017000.

PART 2 PRODUCTS - NOT USED

012100 - 1 Allowances

SECTION 012100

ALLOWANCES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Contingency Allowance.

1.02 RELATED REQUIREMENTS

A. Section 012000 - Price and Payment Procedures: Additional payment and modification procedures.

1.03 CONTINGENCY ALLOWANCE

A. Funds will be drawn from the Contingency Allowance only by Change Order.

B. At closeout of Contract, funds remaining in Contingency Allowance will be credited to Owner by Change Order.

1.04 ALLOWANCES SCHEDULE

A. Include within the Base Bid, and Base Contract Amount, an allowance of $250,000.

B. As per the Geotechnical Report the site may contain some unsuitable soil. This allowance will be utilized to pay for the removal and replacement of unsuitable soil.

C. A seperate line item is to be included in the Schedule of Values for this Allownace. Any portion of the Allowance not utilized will be credited back to the County of Morris by way of a Credit Change Order.

D. The Contractor/Bidder is to include in thier bid form a Cubic Yard Unit Price for unsuitable soil, as well as a Cubic Yard Unit Price for contaminated soil.

PART 2 PRODUCTS - NOT USED

012200 - 1 Unit Prices

SECTION 012200

UNIT PRICES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. List of unit prices, for use in preparing Bids.

B. Measurement and payment criteria applicable to Work performed under a unit price payment method.

C. Defect assessment and non-payment for rejected work.

1.02 RELATED REQUIREMENTS

A. Section 012000 - Price and Payment Procedures: Additional payment and modification procedures.

1.03 COSTS INCLUDED

A. Unit Prices included on the Bid Form shall include full compensation for all required labor, products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit.

1.04 MEASUREMENT OF QUANTITIES

A. Take all measurements and compute quantities. Measurements and quantities will be verified by Owner.

B. Assist by providing necessary equipment, workers, and survey personnel as required.

C. Measurement by Volume: Measured by cubic dimension using mean length, width and height or thickness.

1.05 PAYMENT

A. Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities of Work that is incorporated in or made necessary by the Work and accepted by the Architect, multiplied by the unit price.

B. Payment will not be made for any of the following:

1. Products wasted or disposed of in a manner that is not acceptable.

1.06 DEFECT ASSESSMENT

A. Replace Work, or portions of the Work, not complying with specified requirements.

B. The authority of Owner to assess the defect and identify payment adjustment is final.

1.07 SCHEDULE OF UNIT PRICES

A. Item: Unsuitable Soil - Remove and replace unsuitable soil;

1. Unit Price - Per/ Cubic Yard

B. Item: Contaminated Soil - Remove and replace contaminated soil;

1. Unit Price - Per/ Cubic Yard

PART 2 PRODUCTS - NOT USED

013000 - 1 Administrative Requirements

SECTION 013000

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preconstruction meeting.

B. Site mobilization meeting.

C. Progress meetings.

D. Construction progress schedule.

E. Progress photographs.

F. Coordination drawings.

G. Submittals for review, information, and project closeout.

H. Number of copies of submittals.

I. Submittal procedures.

1.02 RELATED REQUIREMENTS

A. Section 013216 - Construction Progress Schedule: Form, content, and administration of schedules.

B. Section 017000 - Execution and Closeout Requirements: Additional coordination requirements.

C. Section 017800 - Closeout Submittals: Project record documents; operation and maintenance data; warranties and bonds.

1.03 REFERENCE STANDARDS

A. AIA G810 - Transmittal Letter; 2001.

1.04 PROJECT COORDINATOR

A. Project Coordinator: Owner's Representative.

B. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field offices and sheds, for worker access, traffic, and parking facilities.

C. During construction, coordinate use of site and facilities through the Project Coordinator.

D. Comply with Project Coordinator's procedures for intra-project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts.

E. Comply with instructions of the Project Coordinator for use of temporary utilities and construction facilities. Responsibility for providing temporary utilities and construction facilities is identified in Section 011000 - Summary.

F. Coordinate field engineering and layout work under instructions of the Project Coordinator.

G. Make the following types of submittals to Architect through the Project Coordinator:

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 PRECONSTRUCTION MEETING

A. Owner will schedule a meeting after Notice of Award.

B. Attendance Required:

1. Owner.

2. Architect.

3. Contractor.

4. Engineers.

C. Agenda:

1. Execution of Owner-Contractor Agreement.

013000 - 2 Administrative Requirements

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of subcontractors, list of products, schedule of values, and progress schedule.

5. Designation of personnel representing the parties to ContractOwner and .

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

7. Scheduling.

D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.

3.02 SITE MOBILIZATION MEETING

A. Project Coordinator will schedule meeting at the Project site prior to Contractor occupancy.

B. Attendance Required:

1. Contractor.

2. Owner.

3. Architect.

4. Contractor's superintendent.

5. Major subcontractors.

C. Agenda:

1. Use of premises by Owner and Contractor.

2. Owner's requirements.

3. Construction facilities and controls provided by Owner.

4. Temporary utilities provided by Owner.

5. Survey and building layout.

6. Security and housekeeping procedures.

7. Schedules.

8. Application for payment procedures.

9. Procedures for testing.

10. Procedures for maintaining record documents.

11. Requirements for start-up of equipment.

12. Inspection and acceptance of equipment put into service during construction period.

D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.

3.03 PROGRESS MEETINGS

A. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

B. Project Coordinator will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

C. Attendance Required:

1. Contractor.

2. Owner.

3. Architect.

4. Contractor's superintendent.

5. Major subcontractors.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Review of off-site fabrication and delivery schedules.

013000 - 3 Administrative Requirements

7. Maintenance of progress schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Coordination of projected progress.

11. Maintenance of quality and work standards.

12. Effect of proposed changes on progress schedule and coordination.

13. Other business relating to work.

E. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.

3.04 CONSTRUCTION PROGRESS SCHEDULE - SEE SECTION 013216

A. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

B. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

1. Include written certification that major contractors have reviewed and accepted proposed schedule.

C. Within 10 days after joint review, submit complete schedule.

D. Submit updated schedule with each Application for Payment.

3.05 PROGRESS PHOTOGRAPHS

A. Submit photographs with each application for payment, taken not more than 3 days prior to submission of application for payment.

B. Maintain one set of all photographs at project site for reference; same copies as submitted, identified as such.

C. Photography Type: Digital; electronic files.

D. Provide photographs of site and construction throughout progress of work produced by an experienced photographer, acceptable to Architect.

E. In addition to periodic, recurring views, take photographs of each of the following events:

1. Completion of site clearing.

2. Excavations in progress.

3. Foundations in progress and upon completion.

4. Structural framing in progress and upon completion.

5. Enclosure of building, upon completion.

6. Final completion, minimum of ten (10) photos.

F. Views:

1. Provide non-aerial photographs from four cardinal views at each specified time, until date of Substantial Completion.

2. Consult with Architect for instructions on views required.

3. Provide factual presentation.

4. Provide correct exposure and focus, high resolution and sharpness, maximum depth of field, and minimum distortion.

G. Digital Photographs: 24 bit color, minimum resolution of 1024 by 768, in JPG format; provide files unaltered by photo editing software.

1. Delivery Medium: Via email.

2. File Naming: Include project identification, date and time of view, and view identification.

3. PDF File: Assemble all photos into printable pages in PDF format, with 2 to 3 photos per page, each photo labeled with file name; one PDF file per submittal.

4. Hard Copy: Printed hardcopy (grayscale) of PDF file and point of view sketch.

3.06 COORDINATION DRAWINGS

A. Contractor is to hire a Project Coordinator to prepare coordination drawings of all included trades to ensure no conflicts during construction.

B. Review drawings prior to submission to Architect.

013000 - 4 Administrative Requirements

C. The Architect & Engineers will review the coordination drawings and request changes if required.

3.07 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:

1. Product data.

2. Shop drawings.

3. Samples for selection.

4. Samples for verification.

B. Submit to Architect for review for the limited purpose of checking for compliance with information given and the design concept expressed in Contract Documents.

C. Samples will be reviewed for aesthetic, color, or finish selection.

D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 017800 - Closeout Submittals.

3.08 SUBMITTALS FOR INFORMATION

A. When the following are specified in individual sections, submit them for information:

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

5. Manufacturer's instructions.

6. Manufacturer's field reports.

7. Other types indicated.

B. Submit for Architect's knowledge as contract administrator or for Owner.

3.09 SUBMITTALS FOR PROJECT CLOSEOUT

A. Submit Correction Punch List for Substantial Completion.

B. Submit Final Correction Punch List for Substantial Completion.

C. When the following are specified in individual sections, submit them at project closeout in compliance with requirements of Section 017800 - Closeout Submittals:

1. Project record documents.

2. Operation and maintenance data.

3. Warranties.

4. Bonds.

5. Other types as indicated.

D. Submit for Owner's benefit during and after project completion.

3.10 SUBMITTAL PROCEDURES

A. General Requirements:

013216 - 1 Construction Progress Schedule

SECTION 013216

CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preliminary schedule.

B. Construction progress schedule, bar chart type.

1.02 RELATED SECTIONS

A. Section 011000 - Summary: Work sequence.

1.03 REFERENCE STANDARDS

A. M-H (CPM) - CPM in Construction Management - Project Management with CPM; 2015.

1.04 SUBMITTALS

A. Within 10 days after date of Agreement, submit preliminary schedule.

B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

1. Include written certification that major Subcontractors have reviewed and accepted proposed schedule.

D. Within 10 days after joint review, submit complete schedule.

E. Submit updated schedule with each Application for Payment.

F. Submit the number of opaque reproductions that Contractor requires, plus two copies that will be retained by Architect.

G. Submit under transmittal letter form specified in Section 013000 - Administrative Requirements.

1.05 QUALITY ASSURANCE

A. Scheduler: Contractor's personnel or specialist Consultant specializing in CPM scheduling with two years minimum experience in scheduling construction work of a complexity comparable to this Project, and having use of computer facilities capable of delivering a detailed graphic printout within 48 hours of request.

1.06 SCHEDULE FORMAT

A. Listings: In chronological order according to the start date for each activity. Identify each activity with the applicable specification section number.

B. Sheet Size: Multiples of 11" x 17".

C. Scale and Spacing: To allow for notations and revisions.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 PRELIMINARY SCHEDULE

A. Prepare preliminary schedule in the form of a horizontal bar chart.

3.02 CONTENT

A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction.

B. Identify each item by specification section number.

C. Identify work of separate stages and other logically grouped activities.

D. Provide sub-schedules to define critical portions of the entire schedule.

E. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month.

013216 - 2 Construction Progress Schedule

F. Provide separate schedule of submittal dates for shop drawings, product data, and samples, owner-furnished products, products identified under Allowances, and dates reviewed submittals will be required from Architect. Indicate decision dates for selection of finishes.

G. Identify the following information on the schedule:

1. Long Lead items with durations.

2. Dates required for mock-ups and approvals.

3. Shut downs and interruptions of utilities.

4. Enclosure of building.

H. Indicate delivery dates for owner-furnished products.

I. When preparing the schedule, take into account:

1. Site Limitations.

2. Weather, including seasonal changes.

3. Need for temporary heating, ventilating, or air conditioning.

J. Coordinate content with schedule of values specified in Section 012000 - Price and Payment Procedures.

K. Provide legend for symbols and abbreviations used.

3.03 BAR CHARTS

A. Include a separate bar for each major portion of Work or operation.

B. Identify the first work day of each week.

3.04 REVIEW AND EVALUATION OF SCHEDULE

A. Submit evidence to the Architect that all major subcontractors and suppliers of long lead items have reviewed and agreed to the project schedule.

B. Participate in joint review and evaluation of schedule with Architect at each submittal.

C. Evaluate project status to determine work behind schedule and work ahead of schedule.

D. After review, revise as necessary as result of review, and resubmit within 10 days.

3.05 UPDATING SCHEDULE

A. Maintain schedules to record actual start and finish dates of completed activities.

B. Indicate progress of each activity to date of revision, with projected completion date of each activity.

C. Annotate diagrams to graphically depict current status of Work.

D. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes.

E. Indicate changes required to maintain Date of Final Completion.

F. Submit reports required to support recommended changes.

G. Provide narrative report to define problem areas, anticipated delays, and impact on the schedule. Report corrective action taken or proposed and its effect.

3.06 DISTRIBUTION OF SCHEDULE

A. Distribute copies of updated schedules to Contractor's project site file, to subcontractors, suppliers, Architect, Owner, and other concerned parties.

B. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in schedules.

013553 - 1 Security Procedures

SECTION 013553

SECURITY PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Security measures including formal security program, entry control, personnel identification, and miscellaneous restrictions.

1.02 RELATED REQUIREMENTS

A. Section 011000 - Summary: use of premises and occupancy.

B. Section 015000 - Temporary Facilities and Controls: Temporary lighting.

1.03 SECURITY PROGRAM

A. Protect Work , existing premises and Owner's operations from theft, vandalism, and unauthorized entry.

B. Initiate program at project mobilization.

C. Maintain program throughout construction period until Owner acceptance precludes the need for Contractor security.

1.04 ENTRY CONTROL

A. Restrict entrance of persons and vehicles into Project site and existing facilities.

B. Allow entrance only to authorized persons with proper identification.

C. Maintain log of workers and visitors, make available to Owner on request.

D. Owner will control entrance of persons and vehicles related to Owner's operations.

E. Coordinate access of Owner's personnel to site in coordination with Owner's security forces.

1.05 PERSONNEL IDENTIFICATION

A. Provide identification badge to each person authorized to enter premises.

B. Badge To Include: Name, assigned number, expiration date and employer.

C. Maintain a list of accredited persons, submit copy to Owner on request.

D. Require return of badges at expiration of their employment on the Work.

PART 2 PRODUCTS - NOT USED

014000 - 1 Quality Requirements

SECTION 014000

QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Submittals.

B. Quality assurance.

C. Testing and inspection agencies and services.

D. Control of installation.

E. Mock-ups.

F. Manufacturers' field services.

G. Defect Assessment.

1.02 RELATED REQUIREMENTS

A. Document 007200 - General Conditions: Inspections and approvals required by public authorities.

B. Section 013000 - Administrative Requirements: Submittal procedures.

C. Section 016000 - Product Requirements: Requirements for material and product quality.

1.03 REFERENCE STANDARDS

A. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building Sealants;

2008 (Reapproved 2023).

B. ASTM C1077 - Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation; 2017.

C. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for Masonry; 2023.

D. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction; 2023.

E. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection; 2023.

F. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing; 2021.

G. ASTM E699 - Standard Specification for Agencies Involved in Testing, Quality Assurance, and Evaluating of Manufactured Building Components; 2016.

H. IAS AC89 - Accreditation Criteria for Testing Laboratories; 2021.

1.04 SUBMITTALS

A. See Section 013000 - Administrative Requirements, for submittal procedures.

B. Design Data: Submit for Architect's knowledge as contract administrator for the limited purpose of assessing compliance with information given and the design concept expressed in the Contract Documents, or for Owner's information.

C. Test Reports: After each test/inspection, promptly submit two copies of report to Architect and to Owner.

1. Include:

a. Date issued.

b. Project title and number.

c. Name of inspector.

d. Date and time of sampling or inspection.

e. Identification of product and specifications section.

f. Location in the Project.

g. Type of test/inspection.

h. Date of test/inspection.

014000 - 2 Quality Requirements

i. Results of test/inspection.

j. Compliance with Contract Documents.

k. When requested by Architect, provide interpretation of results.

2. Test report submittals are for Architect's knowledge as contract administrator for the limited purpose of assessing compliance with information given and the design concept expressed in the Contract Documents, or for Owner's information.

D. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Architect, in quantities specified for Product Data.

1. Indicate material or product complies with or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

E. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Owner's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

F. Manufacturer's Field Reports: Submit reports for Architect's benefit as contract administrator or for Owner.

1. Submit report in duplicate within 30 days of observation to Architect for information.

2. Submit for information for the limited purpose of assessing compliance with information given and the design concept expressed in the Contract Documents.

G. Erection Drawings: Submit drawings for Architect's benefit as contract administrator or for Owner.

1. Submit for information for the limited purpose of assessing compliance with information given and the design concept expressed in the Contract Documents.

2. Data indicating inappropriate or unacceptable Work may be subject to action by Architect or Owner.

1.05 QUALITY ASSURANCE

A. Testing Agency Qualifications:

1. Prior to start of work, submit agency name, address, and telephone number, and names of full time registered Engineer and responsible officer.

1.06 TESTING AND INSPECTION AGENCIES AND SERVICES

A. Contractor shall employ and pay for services of an independent testing agency to perform other specified testing.

B. The Owner at thier discretion may employ additional testing and inspection services.

Contractor is to cooperate with any Owner engaged testing agencies.

C. As indicated in individual specification sections, Contractor shall employ and pay for services of an independent testing agency to perform other specified testing.

D. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

E. Contractor Employed Agency:

1. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM E699, ASTM C1021, ASTM C1077, ASTM C1093, and ASTM D3740 .

2. Inspection agency: Comply with requirements of ASTM D3740 and ASTM E329 .

3. Laboratory Qualifications: Accredited by IAS according to IAS AC89.

4. Laboratory: Authorized to operate in the State in which the Project is located.

5. Laboratory Staff: Maintain a full time registered Engineer on staff to review services.

6. Testing Equipment: Calibrated at reasonable intervals either by NIST or using an NIST established Measurement Assurance Program, under a laboratory measurement quality assurance program.

014000 - 3 Quality Requirements

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding.

D. Comply with specified standards as minimum quality for the work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

3.02 MOCK-UPS

A. Tests shall be performed under provisions identified in this section and identified in the respective product specification sections.

B. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes.

C. Accepted mock-ups shall be a comparison standard for the remaining Work.

D. Where mock-up has been accepted by…