24-14.03 Wootton HS Elevator Bid Spec 6 22 2026.pdf

49 South Carroll Street Frederick, Maryland 21701 301.662.8532 proffittandassociates.com

PAA Project Number: 24-14.03 June 12, 2026

Bid Set Specifications

Wootton High School Elevator Modernization

2100 Wootton Pkwy Rockville, MD 20850

Montgomery County Public Schools

Wootton High School 00 00 00 - 1 Elevator Modernization Table of Contents Project No: 24-14.03

BIDDING SPECIFICATIONS

June 12, 2026

Table of Contents Wootton High School Elevator Modernization Montgomery County Public Schools 2100 Wootton Pkwy Rockville, Maryland 20850

SECTION 00 00 00

TABLE OF CONTENTS

Division 0 Conditions of the Contract

Section 00 00 00 Table of Contents

Division 1 General Requirements

Section 01 10 00 Summary of Work Section 01 33 00 Submittals Section 01 45 00 Quality Control Section 01 78 10 Project Record Documents Section 01 78 20 Operating, Maintenance and Product Data Section 01 78 60 Warranties and Bonds

Division 2 Site Construction

Section 02 41 19 Selective Demolition

Division 3 Concrete

Not Used

Division 4 Masonry

Not Used

Divisions 5 and 6 Metals and Wood

Not Used

Division 7 Thermal & Moisture Protection

Section 07 84 13 Penetration Firestopping Section 07 92 00 Joint Sealants

Division 8 Doors & Windows

Section 08 31 00 Access Doors and Frames

Division 9 Finishes

Wootton High School 00 00 00 - 2 Elevator Modernization Table of Contents Project No: 24-14.03

Section 09 65 19 Resilient Floor Tile Section 09 90 00 Painting and Coating

Division 10 Specialties

Section 10 14 23 Signage

Divisions 11 through 13

Not Used

Division 14 Conveying Systems

Section 14 24 10 Modernization of Existing Hydraulic Elevators

Divisions 15 through 21

Not Used

Division 22 Plumbing

Not Used

Division 23 Heating, Ventilating and Air Conditioning

Section 23 05 00 Common Work Results for HVAC Section 23 05 29 Hangers and Supports for HVAC Piping & Equipment Section 23 05 53 Identification for HVAC Piping & Equipment Section 23 07 00 HVAC Insulation Section 23 23 00 Refrigerant Piping Section 23 81 26 Split System Air Conditioners

Division 26 Electrical

Section 26 05 01 General Electrical Requirements Section 26 05 05 Electrical Demolition for Remodeling Section 26 05 19 Low-Voltage Electrical Power Conductors and Cables Section 26 05 26 Grounding and Bonding for Electrical Systems Section 26 05 29 Hangers and Supports for Electrical Systems Section 26 05 33 Raceway and Boxes for Electrical Systems Section 26 05 44 Sleeves and Sleeve Seals for Electrical Raceways and Cabling Section 26 05 53 Identification for Electrical Systems Section 26 28 13 Fuses Section 26 28 16 Enclosed Switches and Circuit Breakers

- END OF SECTION 00 00 00 -

Wootton High School 01 10 00- 1 Elevator Modernization Summary of Work Project No: 24-14.03

SECTION 01 10 00

SUMMARY OF WORK

PART 1 - GENERAL

1.1. SUMMARY

A. Unless otherwise noted, Contractor shall provide and pay for labor, materials, equipment, tools, construction machinery, transportation, and other facilities and services necessary for proper execution and completion of Work required by Contract Documents.

B. Work of Contract can be summarized by reference to Contract, General Conditions, specification sections as listed in "Table of Contents" bound herewith, drawings as listed in "Schedule of Drawings" bound herewith, addenda and modifications to Contract Documents issued subsequent to initial printing of project specifications, and including but not necessarily limited to printed matter referenced by any of these. It is recognized that Work of Contract may be affected or influenced by governing regulations, natural phenomenon including weather conditions, and other forces outside Contract Documents. General contractor will be responsible for supervising and coordinating work that has to be performed by Contractor or Subcontractors

C. General Contractor shall include all costs to perform and document inspections, observations, surveys and measurements required to prepare complete and accurate As-Built Plans, provide required certifications, and obtain approval thereof from The City of Rockville in its bid.

D. This project includes removal and replacement of elevator components to modernize two existing hydraulic elevator installations at Wootton High School. Furnish all labor, materials, equipment, and services necessary for and incidental to the elevator modernization scope of work described in spec section 14 24 10 including selective demolition of existing elevator components, general building components, and replacement as further specified herein. All work shall be bid as lump sum as indicated on the drawings and specifications. Work shall be coordinated with the Owner and completed in the time frame dictated by the Owner. Work is further described as follows:

1. Site Summary: The existing site is home to Wootton High School. The building will remain operational during construction of this project and will continue to operate as a high school after this project is complete. There is no sitework included in this project.

2. The Owner will be occupying the entire existing school building, following a normal school schedule for the 2026-2027 school year. All work of this project is to be complete prior to the start of the 2027-2028 school year. It is imperative that the Contractor understand the access, operational, safety and utility requirements of the Owner during the occupied periods. All work located on the interior and exterior of the building, and/or affecting occupied areas shall be completed at no disturbance to students or MCPS staff and teachers. Work at the existing building shall be completed during non-school hours – primarily over summer vacation, or as directed by the Owner. All utility outages shall be coordinated with the Owner, and occur during unoccupied periods.

3. The school will be partially unoccupied during the summer of 2027 for the following period of time: June 17 through August 23, 2027 (note that these timeframes are approximate and may shift slightly depending upon the final school calendar and adjustments for inclement weather days). Administrative staff will be present during the summer, however general staff and students will not be present except for small groups of students for camps or other summer programs.

Wootton High School 01 10 00- 2

4. During the construction period, all deliveries and construction traffic must be coordinated with school activities and use.

5. New Work: is indicated on the contract documents and includes architectural, mechanical, and electrical work.

a. Architectural work includes, but is not limited to, replacement of select elevator components, machine room equipment, doors and frames, and select new finish systems.

Some work is required to modify the existing built-up asphalt roofing and metal deck for installation of a new rooftop split system HVAC unit. All roofing work shall be performed by a contractor approved by MCPS and certified by the roofing manufacturer in order to maintain the existing warranty.

b. Select mechanical and electrical systems are provided, including HVAC and ventilation systems, lighting and lighting controls, sprinkler systems, fire alarm, and telecommunications systems.

c. Where required to install roof mounted equipment, provide structural steel angles to reinforce existing roof deck as noted on mechanical details.

1.2. WORK BY OWNER OF SEPARATE CONTRACTOR

A. Not Applicable

1.3. HOUSEKEEPING

A. Fire protection during construction

1. Provide and maintain hand fire extinguishers suitable for fire hazard involved at convenient accessible locations during construction.

a. Provide each storage location with at least one approved portable fire extinguisher having a rating of not less than 20 - B:C.

b. Place portable extinguishers rated not less than 2A so that maximum travel distance to the nearest exit shall not exceed 100 feet.

2. Avoid accumulation of flammable debris and waste within the building and vicinity.

Avoid large and unnecessary accumulations of combustible forms and form lumber.

Keep lumber stacked in an orderly manner.

3. Store flammable or volatile liquids in the open or in small detached structures or trailers.

Handle liquids with low flash points to be used within the building in approved safety cans. Supervise closely the storage of paint materials and other combustible finishing and cleaning products. Do not permit oily rags to be stored in closets or other tight permanent spaces.

4. Prohibit smoking on school property.

5. Closely supervise welding and torch cutting operations near combustible materials.

6. Supervise locations and operation of temporary portable heating units and fuel.

7. Use only fire-resistant building paper, plastic sheet, and tarpaulins for temporary protection.

8. Do not store combustible material outdoors within 10 feet of a building or structure.

9. Do not use gasoline for cleaning within the building under any circumstances.

10. Take other precautions suitable for hazardous conditions at the site to prevent fire.

B. Burning

1. Do not burn any trash or other material on site.

C. Clean Up

Wootton High School 01 10 00- 3

1. The contractor is responsible for cleanup of the adjacent rooms and areas used for next day’s normal school activities that occur inside and outside the construction containment spaces. All cleaning is to be provided by a professional cleaning services contractor and OWNER only acceptable standard is “White Glove Clean”.

1.4. SALVAGE RIGHTS

A. The contractor shall coordinate with the Owner on the disposal of salvageable items. The Owner has first rights to all salvageable materials. In order to avoid Owner induced delays add a duration limit of up to 5-7 working days for Owner’s reclamation of the salvage items in article 1.4.1 unless written extension is submitted.

B. All items not claimed by the Owner for salvage shall become the responsibility of the Contractor for removal.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

PART 4 - SCHEDULE OF DRAWINGS

4.1 Drawings indicating Work to be performed under this Contract include:

GENERAL

A0.1 COVER SHEET 6/12/26

ARCHITECTURAL

A1.1 EXISTING/DEMOLITION & PROPOSED FLOOR PLANS ELEVATOR 1 6/12/26

A1.2 EXISTING/DEMOLITION & PROPOSED FLOOR PLANS ELEVATOR 2 6/12/26

A5.1 INTERIOR ELEVATIONS ELEVATOR 1 6/12/26

A5.2 INTERIOR ELEVATIONS ELEVATOR 2 6/12/26

MECHANICAL

MP0.1 MECHANICAL LEGEND & ABBREVIATIONS 6/12/26

MP1.1 FLOOR PLANS 6/12/26

MP7.1 MECHANICAL & PLUMBING DETAILS 6/12/26

ELECTRICAL

E0.1 ELECTRICAL LEGEND & ABBREVATIONS 6/12/26

E0.2 OVERALL PLANS 6/12/26

ED1.1 DEMOLITION PLANS 6/12/26

E1.1 FLOOR PLANS – POWER & FIRE ALARM 6/12/26

Wootton High School 01 10 00- 4

E1.2 FLOOR PLANS - LIGHTING 6/12/26

END OF SECTION 01 10 00

Wootton High School 01 33 00 - 1 Elevator Modernization Submittals Project No: 24-14.03

SECTION 01 33 00

SUBMITTALS

1.1 Summary:

A. Make submittals required by Contract Documents to Architect, and revise and resubmit as necessary to establish compliance with the specified requirements.

1.2 Related Sections:

A. Individual requirements for submittals may be described in Divisions 2 through 26 of these Specifications.

B. Maintain a record document set of approved submittal documents. See Section 01 78 10.

D. Submittals not required will not be reviewed by Architect.

E. Contractor may require Subcontractors to provide drawings, setting diagrams, and similar information to help coordinate the Work, but such data shall remain between the Contractor and Subcontractors and will not be reviewed by Architect.

1.3 Quality Assurance:

A. Certifications: Provide such certification as is required per pertinent sections of these specifications. A minimum of two originals and one copy of Certification shall be forwarded.

1.4 Coordination of submittals:

A. Prior to each submittal, carefully review and coordinate aspects of each item being submitted.

B. Verify that each item and submittal for it conform with the specified requirements.

C. Verify field measurements and conditions prior to submission.

D. By affixing Contractor's signature to each submittal, certify that coordination has been performed.

E. Each drawing submittal shall be certified by Contractor with the following stamp:

1. "This is to certify that specification requirements have been met and dimensions, conditions and quantities are verified as shown and/or corrected on these drawings.”

Signed Contractor

1.5 Submittals:

A. Make submittals of Product Data, Shop Drawings, Samples, and other items in accordance with the provisions of this Section.

Wootton High School 01 33 00 - 2

PART 2 - PRODUCTS

2.1 Shop Drawings:

A. Upon signed release from the Contractor, Architect will make electronic copies of construction documents available for use as base sheet for providing coordinated Shop Drawings.

B. Scale and measurements: Make Shop Drawings accurately to a scale sufficiently large to show pertinent aspects of the item and its method of incorporation into Work.

C. Types of media required:

1. Submit Shop Drawings in the form of one original reproducible copy of each drawing plus six bond prints of each.

2. Unless absolutely necessary, the size of Shop Drawings shall not exceed 42" x 30".

Provide space on Drawings for approval stamps and brief review comments.

3. Copies of architectural/engineering blueprints will not be accepted.

D. Review comments of the Architect will be shown on the reproducible drawing when it is returned to the Contractor. The Contractor may make and distribute such copies as are required for his purpose.

2.2 Product Data:

A. Manufacturers' data include catalogue cuts, technical descriptive brochures, performance charts, test reports, writing diagrams, details, specifications, and other printed information issued or provided by manufacturers. Data shall be submitted in not less than eight (8) copies each. Upon receipt, the Architect will review, stamp copies, and return to the Contractor. If resubmittal is necessary, repeat process until approval has been obtained.

B. Manufacturers' data for equipment includes materials, type, performance, characteristics, voltage, phase, capacity, and similar data. Provide wiring diagrams when applicable.

Submittals shall indicate catalogue, model, and serial numbers representing specified equipment.

C. Where contents of submitted literature from manufacturers include data not pertinent to submittal, clearly show which portions of the contents is being submitted for review.

D. Provide material safety sheets to Owner for approval prior to releasing product for manufacture.

2.3 Samples:

A. Provide physical Samples of precise items proposed to be provided. Identify as described under "Identification of Submittals" below.

B. Number of Samples required:

1. Submit Samples in quantity which is required to be returned, plus one which will be retained by Architect.

2. By prearrangement in specific cases, a single Sample may be submitted for review and, when approved, be installed in Work at a location agreed upon by Architect.

Wootton High School 01 33 00 - 3

C. Colors and Patterns: Unless the precise color and pattern is specifically called out in Contract Documents, and whenever a choice of color or pattern is available in the specified products, submit samples of accurate color and pattern, to Architect for selection.

2.4 Equipment Operating and Maintenance Data:

A. Provide Operating, Maintenance and Product data manuals as described in Section 01 78 20 of these Specifications.

2.5 Utility Approvals:

A. Approval of utilities or other public authorities having jurisdiction shall be obtained and reflected on affected submittals.

PART 3 - EXECUTION

3.1 Deviations from Contract Documents:

A. Clearly mark deviations in a conspicuous manner indicating component and system variations, additions and deletions, revised equipment locations, construction detail variations, substitutions, and similar changes or deviations. Indicate headroom heights, ceiling heights, clearances, and other dimensions affected by proposed deviations.

Variations from Contract Documents not brought to the attention of Architect shall be the sole responsibility of Contractor even though such submittal has been accepted.

3.2 Identification of Submittals:

A. Consecutively number submittals.

1. When material is resubmitted for any reason, transmit under a new letter of transmittal and with original transmittal number and letter designation beginning with "A".

2. Changes should be clearly designated as to revisions made. No consideration will be allowed for submittal revision labor made to coordinate revised, changed, adjusted details or extent.

B. Accompany each submittal and resubmittal with a letter of transmittal showing information required for identification and checking. Letter of transmittal should make reference to applicable drawing numbers, specification sections and submittal schedule item number to which each submittal applies.

C. On at least the first page of each submittal, and elsewhere as required for positive identification, show submittal number in which item was included.

D. Each submittal should indicate supplier/installer's name, phone number and specific location(s) of submitted product in project.

E. Maintain an accurate submittal log for duration of Work, showing current status of submittals at all times. Make submittal log available to Architect for review upon request. List submittals and resubmittals together.

3.3 Grouping of Submittals:

A. Unless otherwise specified, make submittals in groups containing associated items to ensure that information is available for checking each item when it is received.

Wootton High School 01 33 00 - 4

1. Partial submittals unless approved in advance by Architect may be rejected as not complying with provisions of Contract.

2. Contractor may be held liable for delays so occasioned.

3.4 Timing of Submittals:

A. Contractor shall submit within thirty (30) calendar days of Contract award a submittal schedule listing items by number and dates of submittal, and lead time for each item with particular note of priority items to be reviewed. Submittals shall be submitted in an orderly sequence with priority items clearly identified.

B. A complete list of material and other required information in connection with mechanical and electrical Work of project (plumbing, heating, ventilating, air conditioning, electrical), as listed under respective mechanical and electrical Specification Sections, must be submitted within thirty (30) calendar days after date of Notice to Proceed; no consideration will be given to partial lists submitted from time to time.

C. Other submittals by Contractor should be made within 90 calendar days of Notice to Proceed and far enough in advance of scheduled dates for installation to provide time required for reviews.

D. Where Contractor has neglected to submit shop drawings on a timely basis or to place orders for materials and labor early enough to conform to materials and labor requirements, color schemes, etc., such failure shall not be deemed as legitimate cause for delay.

E. In scheduling, allow at least fourteen (14) working days for review by Architect following receipt of the submittal. The following submittals will, by their nature, require additional time for review which should be factored into the schedule.

1. Elevator

2. Lighting fixtures

3.5 Architect's Review:

A. Review by Architect does not relieve the Contractor from responsibility for errors which may exist in submitted data.

B. Revisions:

1. Make revisions required by Architect.

2. If Contractor considers required revisions to be a change, notification shall be given to Architect as provided for in General Conditions.

3. Make only those revisions required to obtain approval by Architect.

C. Architect's approval:

1. Until approval has been given by Architect, materials or items shall not be fabricated or incorporated in Work. Architect's approval will be only general in nature and shall not be construed as permitting departure from Contract requirements, or as relieving Contractor of responsibility for any errors concerning details, dimensions, materials, etc. If drawings show variations from Contract requirements because of standard

Wootton High School 01 33 00 - 5 shop practice or for other reasons, Contractor shall describe such variation in letter of transmittal. If acceptable, Architect may approve variations, subject to proper adjustment in Contract price. If Contractor fails to describe such variation, Contractor shall not be relieved of responsibility for executing Work in accordance with Contract, even though such drawings have been approved.

2. Acceptance shall not be construed as a complete check but will indicate only that design, fabrication, and detailing is consistent with design intent and that errors and discrepancies observed when reviewed have been noted. Acceptance of a separate item shall not be interpreted as an approval of an assembly in which the item functions. The right is reserved by the Owner or Architect to require submission of additional detail, shop, erection or setting drawings and of any schedules for any part of Work, whether or not specifically mentioned in Project Specifications, where substitutions or modifications are proposed by Contractor, or where such information is essential to proper assembly, coordination or execution of Work under Contract.

3. Review and acceptance shall not relieve the Contractor from responsibility for errors in shop drawings or for proper coordination assembly of materials and equipment with other Work, nor from responsibility of furnishing materials and labor not indicated on approved shop drawings, but required by Contract Documents for completion of Work.

- END OF SECTION 01 33 00 -

Wootton High School 01 45 00- 1 Elevator Modernization Quality Control Project No: 24-14.03

SECTION 01 45 00

QUALITY CONTROL

A. Independent testing, inspection and quality control services for evaluation of material, methods and workmanship for steel work and masonry. At Contractor's option, one or more agencies may be used for quality control services.

B. Contractor shall retain services of acceptable independent agencies for testing required by specifications and pay costs related thereto.

A. Drawings and general provisions of Contract, including General Conditions and other

Division-1 Specification sections, apply to work of this section.

1.3 Structural Steel and Steel Joist Quality Control During Construction:

A. Inspection Agency: Contractor shall employ an independent testing and inspection agency having a registered Professional Engineer licensed in State of Maryland on its staff to inspect high strength bolted connections, welded connections, to perform tests and prepare test reports. This firm shall provide a qualified project inspector who shall work under direct supervision of registered Professional Engineer and who shall be approved in advance by Owner, Local Building Department and be acceptable to the Architect.

1. Testing agency shall conduct and interpret tests and state in each report whether test specimens comply with requirements, and specifically state deviations there from.

2. Testing agency may inspect structural steel and steel joist at plant before shipment;

however, the Architect reserves the right, at any time before final acceptance, to reject material not complying with specified requirements.

B. Testing agency shall have access to places where structural steel Work and steel joist Work is being fabricated or produced so that required inspection and testing can be accomplished.

C. Contractor shall correct deficiencies in structural steel and steel joist Work which inspections and laboratory test reports indicate not to be in compliance with requirements.

D. Testing agency shall perform additional tests, at Contractor's expense, as may be necessary to reconfirm any non-compliance of original Work, and as may be necessary to show compliance of corrected Work.

E. Minimum Testing Requirements:

1. Shop Bolted Connections: Inspect or test in accordance with AISC specifications for structural steel.

2. Shop Welding: Inspect and test during fabrication of structural steel and steel joist assemblies as follows:

a. Certify welders and conduct inspections and tests as required. Record types and locations of defects found in Work. Record work required and performed to correct deficiencies.

Wootton High School 01 45 00- 2

b. Perform visual inspection of all welds.

c. Perform tests of suspected defective welds as follows: Inspection procedures listed are to be used at testing agency's option.

(1) Liquid Penetrant Inspection: ASTM E 165.

(2) Magnetic Particle Inspection: ASTM E 109; performed on root pass and on finished weld. Cracks or zones of incomplete fusion or penetration not acceptable.

(3) Radiographic Inspection: ASTM E 94 and ASTM E 142: minimum quality level "2-2T".

(4) Ultrasonic Inspection: ASTM E 164.

F. Field Bolted Connections: Inspect in accordance with AISC and SJI specifications.

G. Field Welding: Inspect and test during erection of structural steel, steel joist and metal decking as follows:

1. Certify welders and conduct inspections and tests as required. Record types and locations of defects found in Work. Record Work required and performed to correct deficiencies.

2. Perform visual inspection of all welds.

3. Perform tests of suspected defective welds and of all moment connection welds as follows: Inspection procedures listed are to be used at testing agency's option.

a. Liquid Penetrant Inspection: ASTM E 165.

b. Magnetic Particle Inspection: ASTM 109; performed on root pass and on finished weld. Cracks or zones of incomplete fusion or penetration not acceptable.

c. Radiographic Inspection: ASTM E 94 and ASTM E 142; minimum quality level "2-2T".

d. Ultrasonic Inspection: ASTM E 164.

1.4 Masonry Mortar and Grout Quality Control During Construction:

A. Masonry Mortar: The designated testing agency shall sample and test mortars in accordance with property specifications of ASTM C 270 and evaluate in accordance with ASTM C780. At least one test for each 5000 square feet of wall area or portion thereof.

B. Masonry Grout: Designated testing agency shall sample and test masonry grout in accordance with ASTM C 1019 for each 5,000 square feet of masonry wall surface.

2.1 Acceptable Inspection and Testing Agencies:

A. Hillis-Carnes Engineering Associates

B. Engineering Consulting Services, Ltd.

C. Geotech Engineers, Inc.

Wootton High School 01 45 00- 3

D. Kim Engineering, Inc.

E. PSI

F. KCI

G. CTI Consultants, Inc.

H. Giles Engineering Associates, Inc.

I. Specialized Engineering

J. Froehling & Robertson, Inc.

3.1 Inspection and Testing Reports

A. Copies of inspection and testing reports shall be submitted to Architect (2 copies), Contractor, a n d Owner.

B. Reports shall be clearly and neatly typed (handwritten reports will not be accepted) and shall contain pertinent project information for each type of test. Submit samples of each report form for approval.

END OF SECTION 01 45 00

Wootton High School 01 78 10- 1 Elevator Modernization Project Record Documents Project No: 24-14.03

SECTION 01 78 10

PROJECT RECORD DOCUMENTS

A. Throughout progress of Work, maintain an accurate record of changes in Contract Documents.

B. Upon completion of Work, transfer recorded changes to a set of Final Project Record Documents.

1.2 Related Sections:

A. Documents affecting Work of this Section include General Conditions and Sections in Division 1 of these Specifications.

B. Other requirements affecting Project Record Documents may appear in pertinent other Sections of these Specifications.

1.3 Quality Assurance:

A. Delegate responsibility for maintenance of Record Documents to one person on Contractor's staff as approved by the Architect.

B. Accuracy of records:

1. Thoroughly coordinate changes within Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show change properly.

2. Accuracy of records shall be such that a future search for items shown in Contract Documents may rely reasonably on information obtained from Project Record Documents.

3. Make entries within 72 hours after receipt of information that change has occurred.

C. Product Handling:

1. Maintain Job Set of Record Documents completely protected from deterioration and from loss and damage until completion of Work and transfer of recorded data to final Project Record Documents.

2. In event of loss of recorded data, use means necessary to again secure data to the Architect's approval.

3. Such means shall include, if necessary in opinion of the Architect, removal and replacement of concealing materials.

4. In such case, provide replacements to standards originally required by Contract Documents.

1.4 Submittals:

A. Comply with pertinent provisions of Section 01 33 00.

B. Architect's approval of current status of Project Record Documents will be a prerequisite to the Architect's approval of requests for progress payment and request for final payment under Contract.

C. Prior to submitting each request for progress payment, secure the Architect's approval of current status of Project Record Documents.

D. Prior to submitting request for final payment, submit final Project Record Documents to the Architect and secure approval.

Wootton High School 01 78 10- 2

2.1 Job Set:

A. Promptly following receipt of Owner's Notice to Proceed, secure from Architect at no charge to Contractor one complete conforming set of Documents comprising Contract.

2.2 Final Project Record Documents:

A. The purpose of Final Project Record Documents is to provide factual information regarding aspects of Work, both concealed and visible, to enable future modifications of Work to proceed without lengthy and expensive site measurement, investigation, and examination. The document set shall include:

1. Final Record Drawings: At a time nearing completion of Work, transfer information from Job Set to Final Record Drawings.

2. Specifications: At a time nearing completion of Work prepare Specification Sections received from Architect with revisions and addenda added.

3. Submittal Set: At a time nearing completion of Work, as per Section 01 33 00, prepare approved submittal documents for review including revisions if any.

a. Collect approved submittal documents and prepare an index including following information:

1) Specification Section

2) Date approved

3) Submittal number

4) Brief description

b. Index shall be organized per Specification Section.

3.1 Job Set:

A. Immediately upon receipt of conforming set described above, identify each Document with title, "RECORD DOCUMENTS - JOB SET."

B. Preservation:

1. Consider number of occasions upon which Job Set must be taken out for new entries and for examination, and conditions under which these activities will be performed, devise a suitable method for protecting Job Set for approval of the Architect.

2. Do not use Job Set for any purpose except entry of new data and for review by the Architect, until start of transfer of data to Final Project Record Documents.

3. Maintain Job Set at site of Work as that site is designated by the Architect.

C. Making entries on Drawings

1. Using an erasable colored pencil (not ink or indelible pencil), clearly describe

Wootton High School 01 78 10- 3 change by graphic line and note as required.

2. Date entries.

3. Call attention to entry by a "cloud" drawn around area or areas affected.

4. In event of overlapping changes, use different colors for overlapping changes.

D. Make entries in pertinent other Documents as approved by the Architect.

E. Conversion of schematic layouts:

1. In some cases on Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout.

a. Final physical arrangement is determined by Contractor, subject to the Architect's approval.

b. However, design of future modifications of facility may require accurate information as to final physical layout of items which are shown only schematically on Drawings.

2. Show on Job Set of Record Drawings, by dimension accurate to within one inch, the centerline of each run of items such as are described in subparagraph 3.1-E-1 above.

a. Clearly identify item by accurate note such as "cast iron drain," "galv. water," etc.

b. Show, by symbol or note, vertical location of item ("under slab," "in ceiling plenum," "exposed," etc).

c. Make identification sufficiently descriptive that it may be related reliably to Specifications.

3. Architect may waive requirements for conversion of schematic layouts where, in Architect's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by Architect.

3.2 Final Project Record Documents:

A. Approval of recorded data prior to transfer:

1. Following receipt of transparencies described above, and prior to start of transfer of recorded data thereto, secure the Architect's approval of recorded data.

2. Make required revisions.

B. Transfer of data to Drawings:

1. Carefully transfer change data shown on Job Set of Record Drawings to corresponding final record drawings, coordinating changes as required.

2. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and actual location of items described above.

3. Call attention to each entry by drawing a "cloud" around area or areas affected.

4. Make changes neatly, consistently, and with proper media to assure longevity and clear reproduction.

C. Transfer of data to other Documents:

Wootton High School 01 78 10- 4

1. If Documents other than Drawings have been kept clean during progress of Work, and if entries thereon have been orderly to approval of the Architect, Job Set of those Documents other than Drawings will be accepted as final Record Documents.

2. If any such Document is not approved by the Architect, secure a new copy of that Document from Architect at Architect's usual charge for reproduction and handling, and carefully transfer change data to new copy to approval of the Architect.

D. Review and submittal:

1. Submit completed set of Final Project Record Documents to the Architect as described above.

2. Participate in review meetings as required.

3. Make required changes and deliver Final Project Record Documents to the Architect within 30 calendar days of substantial completion.

4. Submittal of Final Project Record Documents shall be in following formats:

a. Final record drawings: One copy final record drawings in bond paper, and two in scanned digital format. The original pre-scanned documents shall be black print on bond paper.

b. Specifications: One copy 20 lb bond white paper and scanned digital format.

c. Submittal documents: Scanned digital format.

d. O & M manual – Two copies 2016. bond white paper and two copies in scanned digital format.

e. Mechanical video demonstration: three copies in DVD format.

5. Scanned digital formats shall comply with following:

a. For drawings:

1) File type: TIFF Version 6.0 with LZW Compression

2) Automatic despeckling at 7-pixel settings, unless other settings provide better legibility with prior approval by MCPS.

3) Deskewing, cropping and rotation (landscape view optimum right angles)

4) Attended scanning with maximized readability adjustments performed per sheet.

b. For specifications, submittals, and operating, maintenance and product data:

1) File type: PDF version 1.7 (ISO 32000-1:2008) compatible with Adobe Acrobat 8.0 or higher

2) Invert to be upright.

c. Scanned images are to be stored in CD ROM disk (ISO 9660). Provide two copies.

d. Prior to scanning, provide sample image of a typical sheet for approval by MCPS. Scanning service shall notify MCPS, Division of Maintenance of any probable illegible scans. Final file name format to be approved by MCPS, Division of Maintenance. For quantity, Contractor shall assume total number of Contract Drawings plus 10%. The final acceptable quality of scans shall be at the discretion of MCPS. It is intended that information on scans be legible.

Wootton High School 01 78 10- 5

e. Electronic directory structure shall include root directory with school name and subdirectories as follows:

1) school name\drawings\ (each drawing shall be a separate file and file name shall be named to match sheet number -with sheet title - i.e. C1 Site Plan.)

2) school name\specifications\ (entire specification shall be a single PDF file with a table of contents included with bookmarks to each specification section)

3) school name\submittals\ (all submittals shall be a single PDF file with a table of contents included with bookmarks to each specification section and individual submittal)

4) school name\om_manual\ (entire O&M manual shall be a single PDF file with a table of contents included with bookmarks to each specification section)

f. Organize specifications, submittals, and O&M manual documents as follows:

1) Specifications - set up with a table of contents in same order as CSI master format using specification section number and name in table of contents. (ie.

Section 08520 - Aluminum Windows).

2) Submittals - set up with a table of contents in same order as CSI master format using specification section number, title of submittal, and submittal number in table of contents. (ie. Section 08520 - Aluminum Windows - Submittal No. 1).

3) O&M Manuals - set up with a table of contents in same order as CSI master format using specification section number and title of item described in table of contents. Also, list name of subcontractor (ie Section 08520 - Aluminum Windows - Frames, Subcontractor "Great Window Co.").

E. Retention Reduction:

1. Retention reduction from 5 percent will not be made until all of Record Documents have been received.

F. Changes Subsequent to Acceptance:

1. Changes to the Record Documents, including those resulting from Work performed under Warranty shall be provided in a Supplemental Submission. Contractor has no responsibility for recording changes in Work subsequent to Final Completion.

END OF SECTION 01 78 10

Wootton High School 01 78 20 - 1 Elevator Modernization Operating, Maintenance and Project No: 24-14.03 Product Data

SECTION 01 78 20

OPERATING, MAINTENANCE AND PRODUCT DATA

A. To aid continued instruction of operation and maintenance personnel, and to provide a positive source of information regarding the products incorporated into Work, furnish and deliver the described in this Section and in pertinent other Sections of these Specifications.

B. General Contractor shall organize all submissions into one organized set of Operations and Maintenance manuals in CSI format.

1.2 Related Sections:

A. Documents affecting Work of this Section include General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications.

B. Required contents of submittals also may be amplified in pertinent other Sections of these Specifications.

1.3 Quality Assurance:

A. In preparing data required by this Section, use only personnel who are thoroughly trained and experienced in operation and maintenance of described items, completely familiar with requirements of this Section, and skilled in technical writing to extent needed for communicating essential data.

1.4 Submittals:

A. Comply with pertinent provisions of Section 01 33 00 "Submittals".

B. Submit one copy of completed data in final form at time of Substantial Completion inspection.

Copy will be returned after final inspection or acceptance, with comments.

C. Submit three (3) copies of approved data in final form ten (10) working days before Final Application for Payment.

2.1 Where instruction Manuals are required to be submitted under other Sections of

Specifications, prepare in accordance with provisions of this Section.

2.2 Format:

A. Size: 8-1/2 inches x 11 inches

B. Paper: White bond, at least 20 lb weight

C. Text: Neatly written or printed at maximum of 12 cpi

D. Drawings: 11 inches in height preferable; bind in with text; foldout acceptable but fold to fit within Manual and provide a drawing pocket inside rear cover or bind in with text.

E. Flysheets: Separate each portion of Manual with neatly prepared flysheets briefly describing contents of ensuing portion; flysheets may be in color.

Wootton High School 01 78 20 - 2

Product Data

F. Binding: Use commercial quality 3-ring binders with durable and cleanable plastic covers. Maximum ring size will be 2 inches. When multiple binders are used, correlate data into related consistent groupings.

G. Measurements: Provide measurements in U.S. standard units such as feet-and-inches, lbs, and cfm; where items may be expected to be measured within ten years in accordance with metric formulae, provide additional measurements in "International System of Units" (SI).

H. Digital Media: Provide two copies of Information in manual as scanned digital format as specified in Section 01 78 10 "Project Record Documents".

I. Provide front and back covers for each Manual, using durable material approved by the Architect, and clearly identified on or through cover with at least following information:

OPERATING AND MAINTENANCE INSTRUCTIONS

( name and address of Work ) ( name of Contractor ) ( general name of this Manual ) ( space for approval signatures of the ) ( Architect ) ( and approval data )

J. Contents: Include the following:

1. Neatly typewritten index near front of Manual, giving immediate information as to location within Manual of emergency information regarding installation.

2. List of all Contractors, Subcontractors and suppliers with complete name of firm, subsidiary, etc.; address, telephone number, and principal contact person.

3. Complete instructions regarding operation and maintenance of mechanical and electrical systems equipment involved including lubrication, disassembly, and reassembly.

4. Complete nomenclature of mechanical and electrical system parts and equipment.

5. Complete nomenclature and part number of replaceable parts, name and address of nearest vendor, and other data pertinent to procurement procedures.

6. Complete operating, maintenance, cleaning and product data for every finish material and product contained in finished project, including the following:

a. Roofing

b. Windows & Doors

d. Finish Hardware

e. Resilient Flooring

f. Painting

g. Acoustical Treatment

Wootton High School 01 78 20 - 3

Product Data

h. Elevator Components and Equipment

i. Mechanical, Electrical, and Plumbing Equipment

7. Copy of guarantees and warranties issued.

8. Manufacturers' bulletins, cuts, and descriptive data, where pertinent, clearly indicating the precise items included in this installation and deleting, or otherwise clearly indicating, manufacturers' data with which this installation is not concerned.

9. Color Schedules.

10. Complete report of air and water balancing.

11. Such other data as required in pertinent Sections of these Specifications.

3.1 Preliminary:

A. Prepare a preliminary draft of each proposed Manual.

B. Show general arrangement, nature of contents in each portion, probable number and size of drawings, and proposed method of binding, covering and digital format.

C. Secure Architect's approval prior to proceeding.

3.2 Final:

A. Complete Manuals in strict accordance with approved preliminary drafts and Architect's review comments.

3.3 Revisions

A. Following indoctrination and instruction of operation and maintenance personnel, review proposed revisions of the Architect.

B. If Contractor is required by the Architect to revise previously approved Manuals, compensation will be made as provided for under "Changes" in General Conditions.

END OF SECTION 01 78 20

Wootton High School 01 78 60 - 1 Elevator Modernization Warranties and Bonds Project No: 24-14.03

SECTION 01 78 60

WARRANTIES AND BONDS

PART 1 – GENERAL:

A. Compile specified warranties, bonds, and maintenance contracts and submit to the Architect. Warranties will commence no earlier than date of Substantial Completion.

A. Documents affecting Work of this Section include General Conditions, other Sections of

Division 1 and detailed requirements documented in each respective section of Divisions 2 through 26 of Specifications.

B. Certifications and other commitments and other agreements for continuing services to

Owner as specified elsewhere in Contract Documents.

1.3 Definitions:

A. Standard project warranties are preprinted written warranties published by individual manufactures for particular products and are product and are specifically endorsed by manufacturer to Owner.

B. Special warranties are written warranties required by or incorporated in Contract

Documents, either to extend time limits provided by standard warranties or to provide greater rights for Owner

1.4 Quality Assurance:

A. Use adequate care and diligence to thoroughly review Contract Documents to identify de-tailed requirements relating to warranties and bonds.

B. Verify that each item required for this submittal conforms with specified requirements.

1.5 Submittals:

A. Comply with pertinent provisions of Section 01 33 00 “Submittals” and part 3 below.

PART 2 - PRODUCTS:

2.1 Description of Warranty Requirements:

A. In addition to standard and special warranties described in Divisions 2 through 26, Con-tractor shall warrant Work included in this project, for a minimum period of two (2) year following acceptance of a Certificate of Substantial Completion by Owner, to cover performance, material, workmanship and compliance with Contract Documents.

B. Manufacturer’s disclaimers and limitations on product warranties do not relieve Contractor of warranty on Work that incorporates products, nor do they relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with Contractor.

Wootton High School 01 78 60 - 2

C. Related Damages and losses: When correcting warranted work that has failed, remove and replace other Work that has been damaged as a result of such failure or that must be removed and replaced to provide access for correction of Warranted Work

D. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate warranty by written endorsement.

Reinstated warranty shell be equal to original warranty with an equitable adjustment for depreciation.

E. Replacement Cost: Upon determination that Work covered by a warranty has failed, re-place or rebuild the Work to an acceptable condition complying with requirements of Con-tract Documents. Contractor is responsible for cost of replacing or rebuilding defective Work regardless of whether Owner has benefited from use of Work through a portion of its anticipated useful service life.

F. Owner’s Recourse: Written warranties made to Owner are in addition to implied warranties, and shall not be limit duties, obligations, rights and remedies otherwise available un- der law, nor shall warranty periods be interpreted as limitations on time in which Owner can enforce such other duties, obligations, rights, or remedies.

1. Rejection of Warranties: Owner reserves right to reject warranties and to limit selections of products with warranties not in conflict with requirements of contract Documents.

G. Owner reserves right to refuse to accept Work for project where a special warranty, certification, of similar commitment is required on such Work or part of Work, until evidence is presented that entities required to countersign such commitments are willing to do so.

PART 3 – EXECUTION:

3.1 Warranties and Bonds:

A. Assemble warranties bonds and service and maintenance contracts, executed by each respective manufacturer, supplier and contractor.

B. Submit written warranties to the Architect prior to date established for Substantial

Completion. If Certificate of Substantial Completion designates a commencement date for warranties other than date of Substantial Completion, or a designated portion of Work, submit written warranties upon request of the Architect.

C. When a designated portion of Work is completed and occupied or used by Owner, by separate agreement with Contractor during construction period, submit properly executed warranties to Architect within fifteen days of completion of that designated portion of Work.

D. When a special warranty is required to be executed by Contractor, or Contractor and a subcontractor, supplier or manufacturer, prepare a written document that contains appropriate terms and identification, ready for execution by required parties. Submit a draft to Owner to the Architect for approval prior to final execution.

Wootton High School 01 78 60 - 3

3.2 Form of Submittals:

A. At Final Completion compile two copies of each required warranty and bond properly executed by Contractor, subcontractor, supplier, or manufacturer. Organize warranty documents into an orderly sequence based on table of contents of Project Manual.

B. Bind warranties and bonds in heavy-duty, commercial quality, durable 3-ring vinyl covered loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 81/2" by 11” paper.

C. Provide heavy paper dividers with celluloid covered tabs for each separate warranty. Mark tab to identify product or installation. Provide a typed description of product or installation, including name of product, and name, address and telephone number of installer.

D. Identify each binder on the front and the spine with typed or printed title "WARRANTIES

AND BONDS," Project title or name, and name of Contractor.

E. When operating and maintenance manuals are required for warranted construction, provide additional copies of each required warranty, as necessary, for inclusion in each required manual.

F. Digital Media: Provide one copy scanned digital format as specified in Section 01 78 10

"Project Record Documents".

3.3 End of Warranty Inspection:

A. Each warranty shall include a provision to allow for extension at Contractor's expense if end of warranty inspection is not scheduled before end of warranty period.

END OF SECTION 01 78 60

Wootton High School 02 41 19 - 1 Elevator Modernization Selective Demolition Project No: 24-14.03

SECTION 02 41 19

SELECTIVE DEMOLITION

1.1 SECTION INCLUDES

A. Demolition and disposal of existing site and building elements as…