2-MWJ2605-Project Manual.pdf

PROJECT MANUAL

DESCRIPTION: ROOF REPLACEMENT

CITY COLLEGES OF CHICAGO

SOUTH CHICAGO LEARNING CENTER

3055 E. 92ND STREET

CHICAGO, IL 60617

ARCHITECT/ENGINEER: GLOBETROTTERS ENGINEERING CORP.

300 SOUTH WACKER DRIVE, SUITE 400

CHICAGO, IL 60606

GEC #23006.002

DATE: August 17, 2026

ISSUED FOR BID

CITY COLLEGES OF CHICAGO 01 01 10 - 1 TABLE OF CONTENTS

SOUTH CHICAGO LEARNING CENTER

ROOF REPLACEMENT

GLOBETROTTERS ENGINEERING CORPORATION

300 SOUTH WACKER DRIVE, SUITE 400

CHICAGO, ILLIOIS 60606

PROJECT MANUAL FOR

ROOF REPLACEMENT

3055 E. 92ND STREET, CHICAGO IL 60617

DATE: 2.5.2025

TABLE OF CONTENTS

TECHNICAL SPECIFICATIONS

DOCUMENT TITLE PAGES

DIVISION 1 – GENERAL REQUIREMENTS

01 31 00 Project Management & Coordination 013100-1-5

01 32 16 Construction Progress Schedule 013216-1-3

01 32 26 Construction Progress Reporting 013226-1-2

01 33 23 Shop Drawings, Product Data & Samples 013312-1-5

01 41 00 Regulatory Requirements 014100-1-3

01 51 00 Temporary Utilities 015100-1-5

01 51 50 Use of Existing Facilities 015150-1-3

01 56 39 Temporary Tree and Plant Protection 015639-1-3

01 73 00 Execution 017300-1-5

01 73 29 Cutting and Patching 017329-1-4

01 74 13 Progress Cleaning 017423-1

01 74 19 Construction Waste Management & Disposal 017419-1-5

01 74 23 Final Cleaning 017423 1-2

01 77 19 Closeout Requirements 017719-1-5

01 78 23 Operating & Maintenance Data 017823-1

01 78 33 Product Warranties & Bonds 017833-1-5

01 78 36 Extended Warranties & Bonds 017836-1-2

01 78 39 Project Record Documents 017839-1-2

CITY COLLEGES OF CHICAGO 01 01 10 - 2 TABLE OF CONTENTS

DIVISION 2 – EXISTING CONDITIONS

02 41 19 Selective Demolition 024119-1-7

DIVISION 3 – CONCRETE

03 95 00 Concrete Repair 03 95 00-1-6

DIVISION 5-METALS

05 50 00 Metal Fabrications 05 50 00-1-7

DIVISION 6 – WOOD, PLASTICS AND COMPOSITES

06 10 53 Miscellaneous Rough Carpentry 06 10 53-1-7

DIVISION 7 – THERMAL & MOISTURE PROTECTION

07 01 50.19 Preparation for Re-roofing 07 01 50.19-1-6

07 54 23 Hybrid TPO-SBS Roofing System 07 54 23-1-21

07 62 00 Sheet Metal Flashing and Trim 07 62 00-1-14

07 71 00 Roof Specialties 07 71 00-1-10

07 72 00 Roof Accessories 07 72 00-1-6

07 92 00 Joint Sealants 07 92 00-1-9

DIVISION 22 – PLUMBING

22 05 17 Sleeves and Sleeve Seals for Plumbing Piping 22 05 17-1-4

22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 05 29-1-10

22 13 16 Sanitary Waste and Vent Piping 22 13 16-1-10

22 14 14 Storm Drainage Piping 22 14 14-1-9

22 14 23 Storm Drainage Piping Specialties 22 14 23-1-3

DIVISION 23 – HVAC

23 00 00 General Provisions for Mechanical Work 23 00 00-1-9

23 05 29 Hangers and Supports for HVAC Piping and Equipment 23 09 29-1-3

23 05 48 Vibration Controls for HVAC 23 04 48-1-4

23 05 93 Testing, Adjusting, and Balancing for HVAC 23 05 93-1-14

23 23 00 Refrigerant Piping and Piping Insulation 23 23 00-1-7

23 31 13 Metal Ducts 23 31 13-1-14

DIVISION 26 – ELECTRICAL

26 05 19 Conductors & Cables 26 05 19-1-7

CITY COLLEGES OF CHICAGO 01 01 10 - 3 TABLE OF CONTENTS

26 05 26 Grounding & Bonding for Electrical Systems 26 05 19-1-3

26 05 29 Hangers & Supports for Electrical Systems 26 05 29-1-3

26 05 33 Raceways & Boxes for Electrical Systems 26 05 33-1-5

26 05 53 Identification for Electrical Systems 26 05 53-1-10

26 27 26 Wiring Devices 26 05 53-1-6

26 29 23 Variable Frequency Motor Controllers 26 29 23-1-18

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013100 - 1 PROJECT MANAGEMENT AND

COORDINATION

SECTION 013100

PROJECT MANAGEMENT & COORDINATION

PART 1 - GENERAL

1.1 GENERAL REQUIREMENTS:

A. The requirements of the Contract Documents, including but not limited to the

General Conditions, the Special Conditions, Drawings, Specifications, and all other provisions of the Agreement are hereby incorporated by reference into this Section.

This section is hereby made a part of all other sections of the Agreement as fully as if repeated in each therein

B. This Section summarizes administrative, coordination, project meetings and supervisory requirements required for Project coordination including, but not necessarily limited to, the following items to be provided by the Contractor

1. Progress meetings including coordination and pre-installation Meetings.

2. Project Document submittals for review and approval.

3. Installation of the Work.

1.2 COORDINATION

A. Contractor shall coordinate all construction/installation activities related to the Work to assure efficient and orderly installation of each part of the Work.

B. Contractor shall coordinate all meetings required for the project and transmit meeting notices to the appropriate parties. Days and times for meetings shall meet with the County’s approval when the meetings are attended by the County.

C. Contractor shall coordinate all submittal activities required for the project. All submittal activities shall be scheduled to avoid to the progress of the Work.

D. Contractor shall coordinate all construction/installation operation included under different sections of the Agreement that are dependent upon each other for proper installation, connection, and operation.

1. Where installation of one part of the Work is dependent on installation of other components, schedule construction/installation activities in the sequence required to obtain the best results and to avoid disruption of County operations.

2. Where availability of space is limited, coordinate installation of different

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013100 - 2 PROJECT MANAGEMENT AND

components to assure maximum accessibility for required maintenance, service and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

1.3 PROJECT MEETINGS - SUMMARY

A. Contractor shall schedule and attend weekly project meetings. The Contractor will obtain approval from the County for dates and times of all meetings to be attended by the County.

B. Contractor shall ensure attendance of Owner and/or Owner’s representative, subcontractors, vendors, and any others whose presence may be required to address or resolve any outstanding issues related to the Work.

C. PRECONSTRUCTION MEETING: The Owner will schedule an initial Preconstruction meeting within ten business days of Notice of Award.

1. The County will designate the location for the preconstruction meeting.

2. Contractor and representatives and subcontractors shall attend the

Preconstruction meeting.

3. The Contractor shall be prepared to address the following Agenda items, and others concerning the Work at this meeting:

a. Project Schedule

b. Critical work sequencing, relationships, and coordination with other contracts/ work concurrently being performed on the premises (if applicable).

c. Major equipment deliveries and priorities.

d. Project coordination and control.

4. Additional Agenda items shall include, but not be limited to:

a. Procedures and processing of:

i. Field decisions

ii. Proposal requests

iii. Submittals

iv. Change orders

v. Applications for payment

b. Submittal of Shop Drawings and other data.

c. Procedures for maintaining Record Documents.

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013100 - 3 PROJECT MANAGEMENT AND

d. Use of Premises:

i. Office, work and storage areas

ii. County's requirements

iii. Access and traffic control

e. Construction facilities, controls and construction aids.

f. Temporary utilities.

g. Safety and first aid procedures.

h. Check of required Bond and Insurance certifications.

i. Completion time for contract and damages.

j. Procedure for request for extensions of contract time.

k. Weekly project meetings for all involved.

l. Security procedures.

m. Guarantees / Warrantees

n. Equipment to be used.

o. Layout of the work.

p. Project inspection.

q. Labor requirements.

r. Testing of materials requirements.

s. Materials stored on site.

t. Requirements of utility owners and other organizations.

u. Housekeeping procedures.

v. Posting of signs.

w. Payment application requests.

x. Equal opportunity requirements.

y. Permits.

D. WEEKLY PROJECT STATUS (PROGRESS) MEETINGS: The Contractor will schedule weekly project progress meetings, or more frequently as required by progress of the work or issues that may arise from same.

1. The Contractor shall provide or arrange for a meeting/conference room.

2. Location of Meetings shall be at the site of Work unless otherwise directed by the County. If a Contract for Work includes Work at different facilities, the meetings, at the Owner’s option may rotate among the facilities.

3. Contractor and all other parties involved in the Work, and who require information as noted in the agenda, shall attend the weekly project meeting.

4. The Agenda shall include but not be limited to:

a. Review and approval of minutes of the previous meeting.

b. Review of overall work progress compared to the updated schedule.

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013100 - 4 PROJECT MANAGEMENT AND

c. Review of work completed since the previous meeting.

d. Copies of current RFIs and responses.

e. Copy of Contractor’s current submittal status provided by the Contractor.

f. Two-week “look-ahead” schedule provided by the Contractor.

g. Overall schedule in Primavera or other Owner-approved format and provided by the Contractor.

h. Field observations, problems, and other issues.

5. Additional items to be included as they impact the Work shall be as follows, but not be limited to:

a. Issues which impact design and construction schedule and resolutions.

b. Status of off-site fabrications, delivery schedules and expediting measures.

c. Corrective measures and procedures to regain projected schedule.

d. Revisions to construction schedule.

e. Progress schedule during succeeding work period.

f. Field conditions requiring clarifications.

g. Corrective measures required for installed work.

h. County security issues and coordination.

i. Coordination of schedules.

j. Shop drawing submittals.

k. Maintenance of quality standards.

l. Pending changes.

m. Review proposed changes for:

i. Effect on Design and Construction Schedule and on completion date.

ii. Effect on other contracts of the Projects

n. Other business as affects the Work.

o. Critical/long lead items.

p. General communication.

1.4 PAYMENT REVIEW MEETINGS

A. Contractor shall request and attend monthly payment review meetings with the

County to review applications for payment.

1.5 SUBMITTALS

A. This section summarizes the minimum requirements for submittals. Additional requirements are provided in the Project Documents, including but not limited to the Special Conditions (Design- Build Services & Requirements).

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013100 - 5 PROJECT MANAGEMENT AND

B. Reference Section 013300 Submittal Procedures for additional requirements governing the submittals.

C. Minimum document submittals for the Project include but are not limited to:

1. EQUIPMENT LIST/S & SHOP DRAWINGS

a. This is a written list/s of the equipment the Contractor proposes to use in the project. Equipment must conform to that specified.

b. Where it is specified that no substitutions are allowed, substitution requests will not be approved.

c. When substitutions are allowed, they can only be used with the approval of the Owner.

d. Request a substitution form from the Owner to submit with the equipment lists for proposed substitution. The Owner retains the right to reject, without cause, any proposed substitution.

e. Any equipment provided that is not approved by the Owner will be replaced with approved item/s at the Contractor’s cost. No extension to the Contract time will be approved for failure of the Contractor to conform to this requirement.

f. These include drawings and information required to describe the project in sufficient detail and that fixes all elements in relation to one another and in relation to any building systems or public/private utilities affected by the project.

2. PERMITS: The Contractor shall submit 3 copies of each permit for the Work to the County. The Contractor shall obtain a Notice to Proceed with Construction from the Owner before beginning any modifications or construction work.

a. Construction of the project shall not commence until the Contractor has obtained all applicable permits and written approval from the

Owner to begin construction.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 013100

013216 - 1 CONSTRUCTION PROGRESS SCHEDULE

SECTION 013216

CONSTRUCTION PROGRESS SCHEDULE

PART 1 - GENERAL

1.1 REQUIREMENTS INCLUDE:

A. The contractor shall prepare and maintain a detailed project schedule as described below.

B. The project schedule shall be the contractor’s working schedule; used to execute the work and record and report actual progress. It shall show how the contractor plans to complete the work within the contract time and meet any contractually specified intermediate milestone dates.

1.2 RELATED REQUIREMENTS

A. Specified Elsewhere:

1. Section 013323 - Shop Drawings, Product Data and Samples

1.3 FORM OF SCHEDULE

A. The project schedule shall be in the CPM – Critical Path Method format. It shall be banded or grouped by building area, building floor, exterior, roofing, site work, systems, and other such elements. The schedule shall be mathematically analyzed initially and at every update, milestone, or revision include:

1. Preceding and following event by number.

2. Activity description and duration.

3. Earliest start and finish dates for each activity.

4. Latest start and finish calendar dates for each activity.

5. Actual start and finish dates for each activity.

6. Total float in workdays for each activity.

7. Percentage complete for each activity.

8. Show activity constraints, precedent activities, logical constraints, restrained starts, and restrained finish dates.

B. The schedule shall provide sufficient detail and clarity so that the contractor can plan and control the work and CCC and the A/E can readily monitor and follow the progress of all portions of the work. The critical activities must be clearly shown. The degree of detail must be satisfactory to the A/E and CCC.

013216 - 2 CONSTRUCTION PROGRESS SCHEDULE

C. The schedule shall utilize industry standard scheduling software.

1.4 CONTENTS OF SCHEDULE

A. The schedule must be inclusive of all installation tasks of the work.

B. Submittal and approval of shop drawings and material samples as well as delivery dates of major equipment shall be included in the project schedule.

C. Activity duration shall be in whole working days.

D. There should be at least one activity for each specification section.

E. The project schedule shall include logic ties indicating precedent tasks and activities for all line items. The project schedule shall indicate float for each activity where applicable and allow for contingencies to provide for unanticipated impacts to the schedule.

F. Identify key milestone dates on Construction Schedule. Key milestones to include the completion dates for the following: Abatement, Demolition per phase per floor, Substantial completion per phase per floor and other key milestones as required per the Contractor’s Work Plan for completion of the project within the required duration prior to the established date of Substantial Completion.

1.5 UPDATING

A. The project schedule shall be updated weekly.

B. Actual activity completion dates shall be reported and recorded on the schedule.

C. Progress on uncompleted activities shall be reported.

D. Projected completion dates and activities shall be reviewed and revised if necessary.

1.6 REPORTS AND SUBMITTALS

A. Within 30 days of the Authorization to Proceed, the contractor shall submit the project schedule to the A/E and CCC.

B. Five (5) days prior to the pay/progress meeting, the contractor shall submit the current updated schedule to the A/E and CCC.

C. The schedule shall be presented on 30" x 42" and 11” x 17” sheets. Each sheet shall be clearly titled. Intermediate milestones shall be clearly indicated.

013216 - 3 CONSTRUCTION PROGRESS SCHEDULE

D. A management narrative report indicating the progress of the work, any revisions since last reporting period, any lost time required to be made up and the contractors' plan to maintain the schedule and meet the milestone dates and contract completion will accompany the updated schedule. The report will identify any potential delays and problem areas and their impact on project completion.

1.7 REVIEWS

A. The A/E and CCC shall review and may comment on the schedule at the pay/progress meeting. They may also attend the update meetings. The contractor(s) shall revise the schedule as directed by the A/E for compliance with the requirements herein.

B. Payment and reduction of retainage may be denied by City Colleges of Chicago for failure to submit a proper schedule and maintaining work progress according to the project schedule.

C. Neither the A/E's nor City Colleges of Chicago review and/or comments shall indicate approval/disapproval of the schedule. Since the schedule is dependent on the contractors' proprietary information and commitments, the A/E and CCC cannot and will not warrant the schedule to be correct and sufficient to meet the required contract dates.

END OF SECTION 013216

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013226 - 1 CONSTRUCTION PROGRESS

REPORTING

SECTION 013226

CONSTRUCTION PROGRESS REPORTING

PART 1 — GENERAL

1.1 SUMMARY

A. Daily records of project activities, resources used, weather conditions, and other information related to the ongoing progress of the project are extremely important at all levels of

Construction Management.

B. Daily records provide the base for weekly progress reports and updating progress schedules.

1.2. RELATED SPECIFICATION SECTIONS

A. Section 013100 Project Management & Coordination

1.3. PERFORMANCE AND QUALITY ASSURANCE REQUIREMENTS

A. The General Contractor (GC) shall be responsible for all Construction Progress Reporting as outlined in this and other specifications as noted.

B. The GC shall maintain daily progress journals in a format of his/her choosing provided it is legible and contains the information as outlined in Section 2.1 below.

C. The journal shall be located in the field office and shall be reviewable by the Project Architect or DCPP Project Director if so requested.

PART 2 – EXECUTION

2.1. DAILY PROGRESS JOURNAL

A. The GC shall maintain a daily progress journal of daily Work activities for each day on which

Work is performed by any employee or entity for which the GC is responsible. Such reports shall include all relevant data concerning the progress of Work activities the GC and

Subcontractors are responsible for and the effect of that activity on the time of performance of the Contract.

B. Journal entries shall be made on the Daily Work Report Form located in the Construction

Progress-Daily Journal Library on the Project Management website. The form consists of the following areas:

1. Weather; include temperature, humidity, precipitation, wind and other related information such as significant storm events, times, and details.

2. Work completed by trade

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013226 - 2 CONSTRUCTION PROGRESS

REPORTING

3. Delays encountered

4. Deliveries received or delayed

5. Hot issues that need to be addressed

6. Safety issues

7. Photograph progress and upload to the Photo Library on the Project Management website.

8. Other including inspections, testing, etc.

9. Space for attaching documents

C. Daily Work activity reports shall be completed and signed by the GC’s Job Superintendent or other on-site representative authorized by the GC confirming each such report is current, accurate and complete.

D. If applicable the GC shall include schedules of quantities and costs, progress schedules, wage rates, reports, estimates, invoices, records and other data as requested by the DCPP Project

Director concerning Work performed or to be performed under this Contract if the DCPP Project

Director determines such information is needed to substantiate Change Order proposals, claims, or to resolve disputes.

2.2. CONSTRUCTION PROGRESS MEETINGS

A. The GC shall provide a verbal summary of the previous two (2) weeks’ progress reports at each bi-weekly construction progress meeting.

END OF SECTION 013226

ROOF REPLACEMENT

013323 - 1 SHOP DRAWINGS, PRODUCT DATA,

AND SAMPLES

SECTION 013323

SHOP DRAWINGS, PRODUCT DATA & SAMPLES

1.1 GENERAL REQUIREMENTS

A. The requirements of the Contract Documents, including but not limited to the General

Conditions, the Special Conditions, Drawings, Specifications, Exhibits, Attachments and all other provisions of the Agreement are hereby incorporated by reference into this

Section.

B. This section is hereby made a part of all other sections of the Agreement as fully as if repeated in each therein.

1.2 REQUIREMENTS INCLUDE

A. Contractor to make submittals to Architect/Engineer shall maintain a master list of submittals.

1.3 COORDINATION BY CONTRACTOR

A. Review subcontractor submittals within 5 business days.

1. Verify field dimensions.

2. Verify compliance with Contract requirements.

3. Certify & stamp review.

4. Transmit reviewed submittal(s) to Architect / Engineer

1.4 RELATED REQUIREMENTS

A. Specified Elsewhere:

1. 017329-Cutting & Patching

2. 017413-Progress Cleaning

3. 017423-Final Cleaning

1.5 DEFINITIONS

A. Shop drawings: Shop drawings are original drawings prepared by Contractor, subcontractor, sub-subcontractor, supplier or distributor, which illustrate some portion of the work, showing fabrication, layout, setting or erection details.

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013323 - 2 SHOP DRAWINGS, PRODUCT DATA,

1. Prepared by qualified detailer.

2. Identify details by reference to sheet and detail numbers shown on contract drawings.

3. Maximum sheet size: 36" x 24".

4. Submit (5) copies.

B. Product Data

1. Manufacturer’s standard schematic drawings edited to fit this project.

2. Manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive data.

a. Clearly mark each copy to identify pertinent materials, products or models.

b. Show dimensions and clearances.

c. Show wiring diagrams and controls.

C. Samples: Physical samples to illustrate materials, equipment or workmanship.

Approved samples establish standards by which complete work is judged. Maintain at site by Contractor and shall be protected until no longer needed.

1. Office samples: Of sufficient size to clearly illustrate:

a. Functional characteristics of product or material.

b. Full range of color samples.

c. After review, samples may be used on construction of project.

2. Field samples and mock-ups:

a. Erect at project site at location approved by Architect/ Engineer

b. Construct each sample or mock-up complete, including work of all crafts required in finished work.

c. Remove as directed.

1.6 SUBMITTAL SCHEDULE

A. Submit schedule of all exhibits to Architect/Engineer within 14 business days after preconstruction meeting.

1. Prepare schedule in bar chart format. Include:

a. Exhibit identification.

b. Specification section and page number.

c. Date of submittal to Architect/Engineer and General Contractor.

d. Latest date for final approval.

e. Fabrication time.

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013323 - 3 SHOP DRAWINGS, PRODUCT DATA,

f. Date of installation.

2. Architect/Engineer will review and comment on exhibit schedule and will advise the contractor as to which submittals require longer review durations.

3. Submit number of copies of shop drawings, product data and samples which contractor requires for distribution plus 5 copies which will be retained by CCC &

Architect/Engineer.

B. Accompany submittals with transmittal letter, in duplicate, containing:

1. Date.

2. Project title and number.

3. Contractor's name and address.

4. The number of shop drawings, product data and samples submitted.

5. Notification of deviations from Contract.

6. Other pertinent data.

C. Submittals shall include:

1. Date and revision dates.

2. Project title and number.

3. Names of:

a. Architect/Engineer.

b. Architect/Engineer's consultants

c. Subcontractor.

d. Sub-subcontractor.

e. Supplier.

f. Manufacturer.

g. Separate detailer when pertinent.

4. Identification of product or material.

5. Relation to adjacent structure or material.

6. Field dimensions clearly identified as such.

7. Specification section and page number.

8. Specified standards, such as ASTM number or ANSI.

9. A blank space, (4 " x 6"), for Architect/Engineer's stamp.

10. Identification of previously approved deviation(s) from contract documents.

11. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of field measurements and compliance with Contract.

12. Space for Contractor's approval stamp.

1.7 RESUBMISSION REQUIREMENTS

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013323 - 4 SHOP DRAWINGS, PRODUCT DATA,

A. Resubmit all shop drawings, product data, and samples as requested by the contractor and/or A/E.

1.8 CONTRACTOR RESPONSIBILITIES

A. Review shop drawings, product data and samples prior to submission to the next level of authority.

B. Verify:

1. Field dimensions.

2. Field construction criteria.

3. Catalog numbers and similar data.

C. Coordinate each submittal with requirements of:

1. The work.

2. The contract documents.

3. The work of other contractors.

D. Contractor's responsibility for errors, omissions or deviation from the contract documents in submittals is not relieved by Architect/Engineer's review of submittals.

E. Prior to submission, notify Architect/Engineer and CCC in writing of all proposed deviations in submittals from contract requirements. Substitution of materials or equipment may only be approved by change order.

F. Do not begin any work which requires submittals without Architect/Engineer's approval.

G. After Architect/Engineer's review, make response required by A/E's stamp and distribute copies. Indicate by transmittal that copy of approved data has been delivered to installer.

1.9 ARCHITECT / ENGINEER DUTIES

A. Review submittals within 10business days upon receipt.

B. Review for:

1. Design concept of project.

2. Compliance with contract documents.

3. Issued Architect’s Supplemental Instructions

C. Review all requests for proposed deviations. Obtain CCC's concurrence and respond to

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013323 - 5 SHOP DRAWINGS, PRODUCT DATA,

Contractor's request.

D. Affix stamp, date and initials or signature certifying to review of submittal.

E. Provide specific instructions for contractor’s response.

F. Return submittals to sender for response or distribution.

G. Copy CCC Project Director

1.10 SUBMITTAL SCHEDULE

A. Provide a summary schedule of submittals in order of the specification section that are required of each contractor/subcontractor and supplier.

B. Completely specify all submittals in each technical Project Manual section.

C. Submittal schedule shall include:

1. Proposed submission date for each individual submittal.

2. A/E review timeframe.

3. Duration for manufacturing and delivery to the project.

4. Date material / equipment is required at the site to meet the current Project

Schedule.

D. Submittal schedule to be updated each week, distributed and reviewed at the Owner-

Architect-Contractor (OAC) Meeting.

END OF SECTION 013323

014100 - 1 REGULATORY REQUIREMENTS

SECTION 014100

REGULATORY REQUIREMENTS

1.1 GENERAL REQUIREMENTS

A. The requirements of the Contract Documents, including but not limited to the General

Conditions, the Special Conditions, Drawings, Specifications, Exhibits, Attachments and all other provisions of the Agreement are hereby incorporated by reference into this

Section.

B. This section is hereby made a part of all other sections of the Agreement as fully as if repeated in each therein.

1.2 REQUIREMENTS INCLUDE

A. Contractor comply with all laws, rules and regulations governing the work.

B. When Contractor observes that contract documents are at variance with specified codes, notify Architect/Engineer in writing immediately. Architect/Engineer will process changes in accord with General Conditions.

C. When Contractor performs any work knowing or having reason to know that the work is contrary to such laws, rules and regulations and fails to so notify the

Architect/Engineer, Contractor shall pay all costs arising therefrom. However, it will not be the Contractor's primary responsibility to make certain that the contract documents are in accord with such laws, rules and regulations.

1.3 DEFINITIONS

A. Dates: Reference Codes, Regulations and Standards are the issue current at date of bidding documents unless otherwise specified.

B. Codes: Codes are rules, regulations or statutory requirements of government agencies.

C. Standards: Standards are requirements set by authorities, custom or general consent and established as accepted criteria.

1.4 ABBREVIATIONS

A. ADA Americans with Disabilities Act

B. AGCI Associated General Contractors in Illinois

014100 - 2 REGULATORY REQUIREMENTS

C. ANSI American National Standards Institute

D. ASHRAE American Society of Heating, Refrigeration and Air-Conditioning

Engineers

E. ASTM American Society for Testing and Materials

F. BOCA Building Officials & Code Administrators

G. CPSC Consumer Product Safety Commission (Federal).

H. DHEW Department of Health, Education & Welfare (Federal)

I. FED Federal Agencies

J. FM Factory Mutual Engineering Corp.

K. IAGO Illinois Attorney General's Office

L. IBC International Building Code

M. IDHS Illinois Department of Human Services.

N. IDOL Illinois Department of Labor

O. IDPH Illinois Department of Public Health

P. IEPA Illinois Environmental Protection Agency

Q. ISPE Illinois Society of Professional Engineers

R. NFPA National Fire Protection Association

S. OSFM Office of State Fire Marshal

T. SOS Secretary of State

U. UBC Uniform Building Code

V. UL Underwriters Laboratories, Inc.

1.5 QUALITY ASSURANCE

A. Architect/Engineer has designed the project with full knowledge of code requirements and has copies of all specified codes available for Contractor's inspection.

B. Contractor:

014100 - 3 REGULATORY REQUIREMENTS

1. Ensure that copies of specified codes and standards are readily available to

Contractor's personnel. Copies are available at Contractor's expense from source or publisher.

2. Ensure that Contractor's personnel are familiar with workmanship and installation requirements of specified codes and standards.

1.6 REGULATORY REQUIREMENTS

A. Source and requirements:

1. Federal:

a. ADA 2010

2. State of Illinois:

a. Illinois Steel Products Procurement Act, as amended.

b. Illinois Procurement Code, as amended.

c. Illinois Domestic Products Act, as amended.

d. Illinois Energy Conservation Code.

3. Local Building Codes

a. International Building Code (IBC)

b. Chicago Building Code, 2019 edition

c. Chicago Electrical Code, 2018 edition

d. Chicago Mechanical Code, 2018 edition.

e. National Electrical Code (NFPA 70).

f. State of Illinois Plumbing Code, current edition

B. The Architect/Engineer or CCC may reference other codes or standards throughout the

Project Manual when deemed appropriate for proper compliance with regulatory requirements.

END OF SECTION 014100

015100 - 1 TEMPORARY UTILITIES

SECTION 015100

TEMPORARY UTILITIES

1. GENERAL

1.1 REQUIREMENTS INCLUDE. Designated contractor provide and maintain specified temporary utilities during construction period.

A. General Contractor Provide:

1. Portable toilets.

2. Portable electrical generator if existing electrical supply is not available, or sufficient to handle electrical requirements for specified scope of work.

a. Coordinate with Using Agency for availability and access to existing electrical supply.

3. Payment of all utility, telephone, and fuel bills, except charges specifically identified as the responsibility of other Contractors.

4. All utilities required in excess of those specified, or exceed capacity of existing or permanent system(s).

5. Hoses and fittings from temporary standpipes or water service connection.

6. Drinking water for own forces.

7. All utilities to own field office.

8. Heating.

9. Ventilating.

10. Lighting.

1.2 RELATED REQUIREMENTS

A. Specified elsewhere:

1. 015150 – Use of Existing Facilities.

B. Furnished by others:

1. Using Agency will authorize use of existing facilities or services for temporary use.

a. Electrical power service for miscellaneous hand tools and equipment used in construction work.

b. Water service.

2. Using Agency will pay all costs of consumables used for construction purposes for utilities it furnishes.

015100 - 2 TEMPORARY UTILITIES

3. Contractor requiring Using Agency furnished services provide and pay for extension or modification of services to perform the work, and for restoration of services at completion of work.

1.3 DEFINITIONS

A. Temporary Heat: Provision, operation and maintenance of approved portable heating devices, including costs of fuel, from start of construction until the permanent enclosure has been certified by the A/E as substantially complete and the permanent heating system, including permanent metered fuel line (except electric) is, in the A/E's and installing contractor's opinion, sufficiently complete to allow safe operation, and CCC gives written authorization for its use.

B. Temporary Ventilation: Provision, operation and maintenance of approved portable fans, louvers, ductwork, dampers necessary from start of construction until the permanent enclosure has been certified as substantially complete, and the permanent ventilating system is in the A/E's and installing contractor's opinion, sufficiently complete to allow safe operation, and CCC gives written authorization for its use.

C. Temporary Enclosure: Sufficient enclosure of an area, structure or building to prevent entrance or infiltration of rainwater, wind or other natural elements, and which will prevent undue heat loss from within enclosed areas.

1.4 DESCRIPTION OF TEMPORARY UTILITY SYSTEMS

A. Heating System:

1. Provide specified temporary heating in enclosed areas throughout construction period in order to:

a. Facilitate progress of work by all contractors.

b. Protect work and products against dampness and cold.

c. Prevent moisture condensation on surfaces.

d. Provide specified ambient temperatures for installation and curing of finish materials.

2. Minimum heating temperatures:

a. Minimum temperatures shall be at least that specified in specific specification sections.

b. Unless otherwise specified, areas in temporary enclosures shall be maintained at temperatures of at least 45 degrees F (7.22 degrees C), 24 hours per day, seven days per week.

c. Unless otherwise specified, areas in permanent enclosures or during placement of interior finishes (woodwork, flooring, painting, drywall, etc) shall be maintained at temperatures of at least 65 degrees F (18.3 degrees C), 24 hours per day, seven days per week.

B. Ventilating System:

015100 - 3 TEMPORARY UTILITIES

1. Provide specified temporary ventilation in enclosed areas throughout construction period to:

a. Facilitate progress of work.

b. Protect work and products against dampness and heat.

c. Prevent moisture condensation on surfaces.

d. Provide suitable ventilation for installation and curing of finish materials.

e. Provide adequate ventilating to meet health regulations for safe working environment.

f. Prevent hazardous accumulations of dusts, fumes, mists, vapors or gases in areas occupied during construction.

2. Duration of ventilating operations:

a. At all times personnel occupy an area, when subject to hazardous accumulations of harmful elements.

b. Continue operation of ventilating system after cessation of work to assure removal of harmful elements.

c. Continue until final air clearance (for asbestos abatement projects).

C. Lighting:

1. Provide temporary lighting for:

a. Construction needs.

b. Safety lighting.

c. Security lighting.

D. Toilets:

1. Provide temporary toilet facilities for use of all workmen and authorized parties throughout construction period.

2. Provide a minimum number of enclosed combination toilet and urinal units for construction personnel:

a. One for every 20 employees, or fraction thereof.

E. Water service:

1. For miscellaneous and non-construction purposes only:

a. Cleaning.

b. Small mixing tasks (5 gallons or less).

c. Landscaping.

2. Water Source:

a. Supplier: Using Agency.

015100 - 4 TEMPORARY UTILITIES

1.5 REQUIREMENTS OF REGULATORY AGENCIES

A. Only on CCC's prior written authorization, obtain:

1. Permits and inspections required by governing authorities.

2. Temporary easements required across property other than that of CCC or

Using Agency. (At Contractor's expense.)

1.6 USE OF USING AGENCY'S EXISTING SYSTEMS

A. Make written arrangements with Using Agency's representative.

B. Modify, supplement and extend system to meet temporary utility requirements for project, subject to approval of Architect/Engineer and Using Agency.

C. Limitations:

1. Do not overload systems. When project requirements exceed system capacity, provide separate system to meet needs.

2. Prevent interference with Using Agency's normal use of system.

D. Maintain strict supervision of use of temporary facilities.

1. Enforce conformance with Using Agency's regulations.

2. Use only designated facilities, systems or portions thereof.

E. Upon completion of need to use existing systems, or when directed by

Architect/Engineer, restore existing systems to specified permanent condition.

2. PRODUCTS

2.1 MATERIALS. May be new or used, but shall be adequate for purposes used, shall not create unsafe or unsanitary conditions, nor violate applicable codes.

3. EXECUTION

3.1 INSTALLATION

A. Heating and Ventilating: Locate units to meet project progress, and as approved by Architect/Engineer. Avoid interference with:

1. Work or traffic areas.

2. Materials handling or storage areas.

3. Stairwells, access ramps and ladders.

B. Electrical:

1. Do not run branch circuits on floor or on ground.

2. Verify proper operation of all safety devices.

015100 - 5 TEMPORARY UTILITIES

C. Water service:

1. Do not run piping on floor or on ground.

2. Provide drip pan under each water service connection located within building.

3. Provide insulation, or other means, to prevent pipes from freezing.

4. When necessary to maintain pressure, provide temporary pumps, tanks and compressors.

D. Toilets:

1. Service regularly.

3.2 REMOVAL

A. Upon CCC's prior written authorization, completely remove temporary materials and equipment.

B. Repair all damage caused by temporary utilities' installation. Restore to original conditions.

3.3 MAINTENANCE

A. Maintenance of permanent system when used for construction purposes:

1. Permanent systems shall be maintained by installing contractor so as to prevent any damage thereto.

END OF SECTION 015100

015150 - 1 USE OF EXISTING FACILITES

SECTION 015150

USE OF EXISTING FACILITIES

1. GENERAL

1.1 The project will be constructed at an occupied facility. These requirements supplement the Standard Documents for Construction and other sections of the Project Manual.

1.2 The Using Agency will occupy area(s) for purpose of noted below

1.3 REQUIREMENTS INCLUDE General Contractor provide:

A. Scheduling B. Security and site regulations C. Entrances D. Construction aids E. Temporary enclosures and barriers F. Fences G. Temporary utilities H. Access roads & parking areas I. Traffic regulation J. Construction Cleaning K. Field Offices L. Storage M. Close-out

2. EXECUTION

2.1 SCHEDULING

A. Schedule the work to allow the User Agency to perform normal operations throughout construction period. Submit separate detailed subschedule showing:

1. Each stage of work; occupancy dates of areas.

2. Date of Substantial Completion for each area of work.

B. Schedule noisy or hazardous work to avoid problems with Using Agency's operations.

2.2 SECURITY AND SITE REGULATIONS

A. Confer with the Using Agency's representative and obtain full knowledge of all site rules and regulations affecting work.

B. Provide control of all persons and vehicles entering and leaving project site.

015150 - 2 USE OF EXISTING FACILITES

C. Do not take photographs of any kind except with prior written authorization from CCC and Using Agency.

2.3 ENTRANCES

A. Construction personnel will have access through Using Agency’s entrance to the site. The hours of access are from 6:30 am to 2:30 pm.

2.4 TEMPORARY ENCLOSURES AND BARRIERS General Contractor:

A. Provide temporary enclosures to separate work areas from existing building and from areas occupied by Using Agency.

B. Provide and maintain suitable barriers to prevent unauthorized entry, and to protect the work.

2.5 TEMPORARY UTILITIES

A. Using Agency will authorize use of existing facilities or services:

1. Heating.

2. Ventilating.

3. Electrical power service.

4. Water service.

B. Make written arrangements with Using Agency's representative.

C. Prevent interference with Using Agency's normal use of system.

D. General Contractor: Modify, supplement and extend systems to meet temporary utility requirements for project, subject to approval of Architect/Engineer and Using Agency. Modifications shall be at contractor's expense.

E. Using Agency will pay all costs of consumables (except toll calls) used for construction purposes for utilities it furnishes.

F. Contractor requiring facilities or services beyond those available from the User shall provide and pay for extension or modification of services to perform the work, and for restoration of services at completion of work.

2.6 ACCESS ROADS & PARKING AREAS

A. Designated areas of existing parking facilities may be used for parking of construction personnel's private vehicles and of Contractor's lightweight (not exceeding a B plate) vehicles.

B. Maintain roads, walks and parking areas in a sound, clean condition. Restore to original condition upon work completion prior to Final Acceptance.

015150 - 3 USE OF EXISTING FACILITES

C. Control vehicular parking to preclude interference with public traffic or parking, access by emergency vehicles, Using Agency's operations or construction operations.

2.7 TRAFFIC REGULATION

General Contractor provide traffic control and directional signs, mounted on barricades or standard posts:

A. At each change of direction of a roadway and at parking areas.

B. Provide qualified and suitably equipped flaggers when construction operations encroach on traffic lanes, as required for traffic regulation.

2.8 CONSTRUCTION CLEANING

A. General Contractor provide cleaning and disposal of waste materials, debris and rubbish during construction.

B. General Contractor provide covered containers for deposit of waste materials, debris and rubbish.

C. Clean User occupied areas daily.

2.9 FIELD OFFICES

A. The Using Agency will authorize use of existing space for temporary offices.

Make arrangements with the Using Agency's Representative.

B. Provide space for project meetings and furnishings, including Portable folding conference table and chairs for at least 6 persons.

2.10 STORAGE

Make arrangements with the Using Agency's Representative for any on-site storage of materials and equipment to be installed in project. Protection and security for stored materials and equipment is solely contractor’s responsibility.

2.11 CLOSEOUT

A. Upon completion of need to use existing user-provided facilities, or when directed by Architect/Engineer, restore each to original or specified condition.

B. At completion of work in each area, provide final cleaning and return space to a condition suitable for use of User.

END OF SECTION 015150

ROOF REPLACEMENT

015639- 1 TEMPORARY TREE AND PLANT

PROTECTION

SECTION 015639

TEMPORARY TREE AND PLANT PROTECTION

1.1 SUMMARY

A. The Work of this Section Includes: General protection and pruning of existing trees and plants that are affected by execution of the Work, whether temporary or permanent construction.

B. Related Requirements:

1. Section 015000 "Temporary Utilities" for temporary controls, utilities, support facilities, temporary site fencing.

1.2 DEFINITIONS

A. Caliper: Diameter of a trunk measured by a diameter tape at a height 6 inches (150 mm) above the ground for trees up to and including 4-inch (100-mm) size at this height and as measured at a height of 12 inches (300 mm) above the ground for trees larger than

4-inch (100-mm) size.

B. Plant-Protection Zone: Area surrounding individual trees, groups of trees, shrubs, or other vegetation to be protected during construction and indicated on Drawings.

C. Tree-Protection Zone: Area surrounding individual trees or groups of trees to be protected during construction and indicated on drawings.

D. Vegetation: Trees, shrubs, groundcovers, grass, and other plants.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.4 ACTION SUBMITTALS

A. Shop Drawings:

1. Include plans, elevations, and sections showing trees and plants to be protected, locations of protection-zone fencing and signage, and the relationship between equipment-movement routes and material storage locations with protection zones.

ROOF REPLACEMENT

015639- 2 TEMPORARY TREE AND PLANT

2. Detail fabrication and assembly of protection-zone fencing and signage.

B. Samples: For each type of the following:

1. Protection-Zone Fencing: Assembled Samples of manufacturer's standard size made from full-size components.

2. Protection-Zone Signage: Full-size Samples of each size and text, ready for installation.

1.5 INFORMATIONAL SUBMITTALS

A. Existing Conditions: Documentation of existing trees and plantings indicated to remain, which establishes preconstruction conditions that might be misconstrued as damage caused by construction activities.

1.6 FIELD CONDITIONS

A. The following practices are prohibited within protection zones:

1. Storage of construction materials, debris, or excavated material.

2. Moving or parking vehicles or equipment.

3. Foot traffic.

4. Erection of sheds or structures.

5. Impoundment of water.

6. Excavation or other digging unless otherwise indicated.

7. Attachment of signs to or wrapping materials around trees or plants unless otherwise indicated.

B. Do not direct vehicle or equipment exhaust toward protection zones.

C. Prohibit heat sources, flames, ignition sources, and smoking within or near protection zones.

1.7 MATERIALS

A. Protection-Zone Fencing: Fencing fixed in position and meeting the following requirements:

1. Plastic Protection-Zone Fencing: Plastic construction fencing constructed of high-density extruded and stretched polyethylene fabric with 2-inch (50-mm) maximum opening in pattern and weighing a minimum of 0.4 lb/ft. (0.6 kg/m);

remaining flexible from minus 60 to plus 200 deg F (minus 16 to plus 93 deg C);

inert to most chemicals and acids; minimum tensile yield strength of 2000 psi (13.8

ROOF REPLACEMENT

015639- 3 TEMPORARY TREE AND PLANT

MPa) and ultimate tensile strength of 2680 psi (18.5 MPa); secured with plastic bands or galvanized-steel or stainless steel wire ties; and supported by tubular or

T-shape galvanized-steel posts spaced not more than 96 inches (2400 mm) apart.

a. Height: 48 inches (1200 mm)

b. Color: High-visibility orange, nonfading.

2. Gates: Single-swing access gates matching material and appearance of fencing, to allow for maintenance activities within protection zones; leaf width 36 inches (914 mm).

B. Protection-Zone Signage: Shop-fabricated, rigid plastic or metal sheet with attachment holes prepunched and reinforced; legibly printed with nonfading lettering and as follows:

1. Size and Text: As indicated on Drawings.

2. Lettering: 3-inch- (76-mm-) minimum, black characters on white background.

PART 2 - EXECUTION

2.1 PROTECTION ZONES

A. Protection-Zone Fencing: Install protection-zone fencing along edges of protection zones before materials or equipment are brought on the site and construction operations begin in a manner that will prevent people from easily entering protected areas except by entrance gates. Construct fencing so as not to obstruct safe passage or visibility at vehicle intersections where fencing is located adjacent to pedestrian walkways or in close proximity to street intersections, drives, or other vehicular circulation.

1. Plastic Fencing: Stretch fabric taut and secure to posts without bows or sags.

B. Protection-Zone Signage: Install protection-zone signage in visibly prominent locations in a manner approved by Architect. Install one sign spaced approximately every 35 ft.

(10.5 m) on protection-zone fencing, but no fewer than four signs with each facing a different direction.

C. Maintain protection zones free of weeds and trash.

D. Maintain hydration of plants to assure plant survival.

ROOF REPLACEMENT

015639- 4 TEMPORARY TREE AND PLANT

E. Maintain protection-zone fencing and signage in good condition as acceptable to

Architect and remove when construction operations are complete and equipment has been removed from the site.

1. Do not remove protection-zone fencing, even temporarily, to allow deliveries or equipment access through the protection zone.

2. Temporary access is permitted subject to preapproval in writing by arborist if a root buffer effective against soil compaction is constructed as directed by arborist.

Maintain root buffer so long as access is permitted.

F. General: Repair or replace trees, shrubs, and other vegetation indicated to remain that are damaged by construction operations, in a manner approved by Architect.

1. Replace trees and other plants that cannot be repaired and restored to full-growth status, as determined by Architect.

END OF SECTION 015639

017300 - 1 EXECUTION

SECTION 017300

EXECUTION

A. The requirements of the Contract Documents, including but not limited to the General

Conditions, the Special Conditions, Drawings, Specifications, Exhibits, Attachments and all other provisions of the Agreement are hereby incorporated by reference into this

Section.

B. This section is hereby made a part of all other sections of the Agreement as fully as if repeated in each therein.

1.2 SUMMARY

A. This Section includes general procedural requirements governing execution of the

Work including, but not limited to, the following:

1. Construction layout.

2. Field engineering and surveying.

3. General installation of products.

4. Progress cleaning.

5. Starting and adjusting.

6. Protection of installed construction.

7. Correction of the Work.

B. Related Sections include the following:

1. 017329 - Cutting and Patching

2. 017413 - Progress Cleaning

3. 017423 – Final Cleaning

4. 017419 - Construction Waste Management & Disposal

PART 2 – PRODUCTS

2.1 MATERIALS

A. In-Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible.

017300 - 2 EXECUTION

B. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to Architect for the visual and functional performance of in-place materials.

PART 3 - EXECUTION

3.1 EXAMINATION

A.…