121073-D001011 IFB ADA Upgrades - LLC Compressed.pdf

Project Manual For construction contracts greater than $20,000

SUNY Potsdam ADA Upgrades - Lougheed Learning Commons 121073-D001011

June 23, 2026

SUNY Potsdam

44 Pierrepont Ave., Potsdam, NY 13676 Attn: Amanda Hargrave

Form 7554-05

Page 2 of 6 SUNY Procedure 7554 Revised: 11/17/2020

Project Number: 121073___________________________________ Date: June 23, 2026____________ Project Name: SUNY Potsdam ADA Upgrades - Lougheed Learning Commons_____________________ Agency/Div Code: 28250/3320227________________________ Contract No.: D001011______________

Bidding Documents Section Title Page #

Notice to Bidders ................................................................................................................................................... NB-1

Information for Bidders

1 Definitions ............................................................................................................................................... IB-1

2 Issuance of Bidding and Contract Documents ...........................................................................................IB-1 3 Proposals .......................................................................................................................................... IB-1, IB-2

4 Examination of Bidding and Contract Documents ....................................................................................IB-2 5 Computation of Bid ......................................................................................................................... IB-2, IB-3 6 Payment of Security ...................................................................................................................................IB-3 7 Qualification of Bidders .................................................................................................................. IB-3, IB-4 8 Submission of Post-Bid Information .............................................................................. IB-4,IB-5, IB-6, IB-7 9 Award of Contract ........................................................................................................................... 1B-7, IB-8 10 Required Bonds and Insurance .............................................................................................. IB-8 IB-9, IB-10 11 Minority and Women-Owned Business Enterprises ..................................................................... IB-10,IB-11 12 Equal Employment Opportunity Requirements ...................................................................................... IB-11 13 Executive Order 162 (EO162) ..................................................................................................... IB-11, IB-12 14 Executive Order 177 (EO177) ................................................................................................................. IB-12 15 Service Disabled Veteran Owned Business Enterprises .......................................................................... IB-12 16 Encouraging Use of New York State Business Businesses in Contract Performance ................. IB-12, IB-13 17 Single Contract Responsibility ................................................................................................................ IB-13 18 Examination of Site and Conditions of Work .......................................................................................... IB-13 19 General Terms and Conditions ..................................................................................................... IB-13,IB-14 20 Additional Terms and Conditions ..................................................................................... IB-15, IB-16, IB-17 21 Requirements for Construction Activities To Address Public Health or Safety ......................................IB-17

Proposal ................................................................................................................................................................. 1 to 6

Technical Specifications

Division 1 - General Requirements

Section A - Description of Work .............................................................................................................. 0100-1 Section B - Alternates ............................................................................................................................... 0100-1 Section C - Special Conditions .................................................................................................. 0100-1 - 0100-9

Division 1 – Cutting and Patching Division 2 – Clean Up Division 3- Temporary Access and Parking Division 4 – Field meetings Division 5 – Operating Instructions and Manuals Division 6 – Utility Shutdowns and Cut Overs Division 7 – Temporary Power for Construction Activities Division 8 – Sanitary Facilities Division 9 – Temporary Heat

Page 3 of 6 SUNY Procedure 7554

Division 10 – Temporary Light Division 11 – Temporary Water for Construction Purposes Division 12 – Conducting Work Division 13 – Safety and Protective Facilities Division 14 – protection of Existing Structures, Vegetation and Utilities Division 15 – Abbreviations and References Division 16 – Use of Elevators Division 17- Salvage of Materials Division 18- Storage of Materials Division 19- Shop Drawings and Samples Division 20- U.S. Steel Division 21- Non-Asbestos Products Division 22- Material Safety and Data Sheet Division 23- Architect’s/Engineer’s Seal Division 24- Construction Permit Division 25- Other Contracts Division 26- Asbestos

List of Drawings

Site Development Architectural Mechanical Electrical

State University of New York Construction Agreement

Summary

Article I General Provisions

Section 1.01 Definitions ............................................................................................................................ 1, 2 Section 1.02 Captions Section 1.03 Nomenclature Section 1.04 Entire Agreement Section 1.05 Successors, Assigns and Agents Section 1.06 Accuracy and Completeness of Contract Documents Section 1.07 Organization of Contract Documents Section 1.08 Furnishing of Contract Documents Section 1.09 Examination of Contract Documents and Site Section 1.10 Invalid Provisions Section 1.11 No Collusion or Fraud .......................................................................................................... 3, 4 Section 1.12 Notices Section 1.13 Singular-Plural; Male-Female

Article II Contract Administration and Conduct

Section 2.01 Consultant’s Status................................................................................................................ 4, 5 Section 2.02 Finality of Decisions Section 2.03 Claims and Disputes ............................................................................................................. 5, 6 Section 2.04 Omitted Work Section 2.05 Extra Work ............................................................................................................................ 6, 7

Page 4 of 6 SUNY Procedure 7554

Section 2.06 Contractor to Give Personal Attention Section 2.07 Employment of Workers Section 2.08 Detailed Drawings and Instructions Section 2.09 Contract Documents to Be Kept at Site Section 2.10 Permits and Building Codes .................................................................................................. 7, 8 Section 2.11 Surveys Section 2.12 Site Conditions Section 2.13 Right to Change Location Section 2.14 Unforeseen Difficulties ......................................................................................................... 8, 9 Section 2.15 Moving Materials and Equipment Section 2.16 Other Contracts Section 2.17 Inspection and Testing ....................................................................................................... 9, 10 Section 2.18 Subcontractors .................................................................................................................. 10, 11 Section 2.19 Shop Drawings and Samples ...................................................................................... 11, 12, 13 Section 2.20 Equivalents - Approved Equal ........................................................................................ 13, 14 Section 2.21 Patents, Trademarks and Copyrights Section 2.22 Possession Prior to Completion Section 2.23 Completion and Acceptance ............................................................................................. 14, 15 Section 2.24 Record Drawings .............................................................................................................. 15, 16 Section 2.25 Guarantees Section 2.26 Default of Contractor .................................................................................................. 16, 17, 18 Section 2.27 Termination ....................................................................................................................... 18, 19

Article III Time of Performance

Section 3.01 Commencement, Prosecution and Completion of Work ................................................... 19, 20 Section 3.02 Time Progress Schedule Section 3.03 Time Schedule for Shop Drawings and Samples Section 3.04 Notice of Conditions Causing Delay Section 3.05 Extension of Time ............................................................................................................. 20, 21 Section 3.06 Contractor's Progress Reports ........................................................................................... 21, 22

Article IV Payment

Section 4.01 Compensation to Be Paid Contractor Section 4.02 Value of Omitted and Extra Work ................................................................................... 22, 23 Section 4.03 Adjustment for Bond and Insurance Premiums Section 4.04 Unit Prices ........................................................................................................................ 23, 24 Section 4.05 Allowances Section 4.05A Field Orders Section 4.06 Deductions for Unperformed and/or Uncorrected Work .................................................. 24, 25 Section 4.07 Liquidated Damages Section 4.08 Contract Breakdown Section 4.09 Prompt Payment Requirements Section 4.10 Progress Payments ............................................................................................................ 25, 26 Section 4.11 Applications for Progress Payments Section 4.12 Progress Payments for Materials Delivered to Site Section 4.13 Transfer of Title to Materials Delivered to Site Section 4.14 Progress Payments for Materials Stored Off Site ............................................................. 26, 27 Section 4.15 Withholding of Progress Payments .................................................................................. 27, 28 Section 4.16 Lien Law Section 4.17 Substitution of Securities for Retainage Section 4.18 Final Payment

Page 5 of 6 SUNY Procedure 7554

Section 4.19 Acceptance of Final Payment ........................................................................................... 28, 29 Section 4.20 Guarantee Payment Section 4.21 Acceptance of Guarantee Payment Section 4.22 Contractor Limited to Money Damages Section 4.23 No Estoppel or Waiver...................................................................................................... 29, 30 Section 4.24 Limitation of Actions Section 4.25 Electronic Payments…………………………………………………………………………..30

Article V Protection of Rights and Property

Section 5.01 Accidents and Accident Prevention Section 5.02 Adjoining Property Section 5.03 Emergencies Section 5.04 Fire Safety Section 5.05 Risks Assumed by Contractor .......................................................................................... 31, 32 Section 5.06 Compensation and Liability Insurance........................................................................ 32, 33, 34 Section 5.07 Builder's Risk Insurance .................................................................................................. 34, 35 Section 5.08 Effect of Procurement of Insurance Section 5.09 No Third Party Rights ....................................................................................................... 35, 36

Article VI Minority and Women’s Business Enterprises (MWBEs) / Equal Employment Opportunities (EEO) Provisions

Article VII Provisions Required by Law Section 7.01 Provisions Deemed Inserted Section 7.02 Wage Rates

Article VIII Vendor Responsibility

Article IX Use of Service-Disabled Veteran-Owned Business Enterprises in Contract Performance

Signature of Parties and Governmental Approvals

Acknowledgments

Schedule I

Attachments – Terms, Conditions

1. Schedule I, II, III (Schedule I Unit Prices, Schedule II Allowances, Schedule III Field Order Allowances)

2. Exhibit A Standard Contract Clauses

3. Exhibit A-1 Affirmative Action Clauses

Attachments –Contractor Documentation

4. Form 7554-07 – Contractor Proposal

5. Form 7554-10 - Bid Bond and Acknowledgement (required with bid)

6. Affirmative Action and Minority & Women Owned Business Enterprises from SUNY Procedure Item

#7557 “Participation by Minority Group Members and Women (MWBEs) with Respect to State

Page 6 of 6 SUNY Procedure 7554

University of New York Contract” (applies >$100,000)

a. Form 7557-121b – MWBE Prospective Bidders Notice

b. Form 7557-107 - M/WBE Utilization Plan (required within seven days of the bid)

c. The Contractor’s EEO Policy Statement or Form 7557-104 (required within seven days of the bid)

d. 7557-108 - M/WBE-EEO Work Plan or EEO Staffing Plan (required within seven days of the bid)

Note: In accordance Procedure Item #7557 MWBE Utilization Plans, EEO policy statements and EEO Work Plans are due within seven days of submittal of the bid.

7. Service Disabled Owned Business Enterprise from SUNY Procedure Item #7564 “Participation by

Service-Disabled Veteran-Owned Business (SDVOBs) with Respect to State University of New York Contracts” (applies >$100,000)

a. Form 7564-121b – SDVOB Prospective Bidders Notice

b. Form 7564-107 - SDVOB Utilization Plan (required within seven days of the bid)

Attachments –Additional Contractor Documentation (required after bid opening from the low bidder)

8. State Finance Law §§139-j and 139-k from SUNY Procedure Item #7552 “Procurement Lobbying Procedure for State University of New York” (applies >$15,000)

a. Form A - Summary: Policy and Procedure of the State University of New York Relating to State

Finance Law §§139-j and 139-k

b. Form B - Affirmation with respect to State Finance Law §§139-j and 139-k

c. Form C - Disclosure and Certification with respect to State Finance Law §§139-j and 139-k

Bidder’s Certifications (State Finance Law §139-l, Non-collusive bidding, Executive Order 177)

9. from SUNY Procedure Item #7554 “Construction Contracting Procedures

a. Form 7554-20 Bidder’s Certifications

10. Procurement Forms from SUNY Procedure Item #7553 “Purchasing and Contracting (Procurement)

a. Form I Omnibus Procurement Act of 1992 (applies >$1,000,000)

b. Form II Omnibus Procurement Act of 1992, Out of state firms (applies >$1,000,000)

c. Form XIII Public Officers Law Compliance

11. Bonds and Certificate of Insurance from SUNY Procedure Item #7554 “Construction Contracting

Procedures

a. Form 7554-11 Labor & Materials and Performance Bonds (applies >$50,000)

b. Form 7554-12 Certificate of Insurance (applies to all contracts)

c. NYS Workers Compensation and Disability Insurance (applies all contracts)

12. Vendor Responsibility

a. OSC’s Vendrep - Online System or Link to paper forms (form applies > $100,000)

13. NYS Labor Law, Section 220-a

a. Form 7554-13

i. Form AC 2947, Prime Contractor's Certification

ii. Form AC 2948, Subcontractor's Certification

iii. Form AC 2958, Sub-subcontractor's Certification

Form 7554-03

Page NB-1 of NB-1 SUNY Procedure 7554 Rev. November 2025

Notice to Bidders and Newspaper Advertisement

The State University of New York at Potsdam will receive sealed bids for project number 121073 titled ADA Upgrades – Lougheed Learning Commons until 3:00 PM. local time on Monday, July 20, 2026, at 518 Raymond Hall, SUNY Potsdam, 44 Pierrepont Avenue, Potsdam, NY 13676, where such proposals will be publicly opened and read aloud.

All work on this Contract is to be completed within/by Monday, May 31, 2027.

Bidding and Contract Documents may be examined free of charge via the New York State Contract Reporter at https://www.nyscr.ny.gov

An optional walk through will be held on Tuesday, June 30, 2026 @ 1PM. All vendors should report to the Procurement Services Office at 518 Raymond Hall, 44 Pierrepont Avenue, Potsdam, NY 13676. A campus map may be downloaded here: Campus Map | SUNY Potsdam

Pursuant to State Finance Law §139-j and §139-k, this solicitation includes and imposes certain restrictions on communications between the University and potential bidders during the procurement process. Failure to adhere to this provision may result in the disqualification under the NYS Procurement Lobbying Act. The designated contacts for this procurement are:

Amanda Hargrave

Michelle McCarthy

Bids must be submitted in accordance with the instructions contained in the Information for Bidders. Security will be required for each bid in an amount not less than five (5) percent of the Total Bid.

It is the policy of the State of New York and the State University of New York to encourage minority business enterprise participation in this project by contractors, subcontractors and suppliers, and all bidders are expected to cooperate in implementing this policy.

The State University of New York reserves the right to reject any or all bids.

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Bid Documents

Volume 1: Divisions 00 thru 32 3

121073

00 01 10 Table of Contents TOC-1 December 2023

00 01 10 Table of Contents

PROJECT NO. 121073

PROJECT TITLE: ADA Upgrades – Various Buildings – Lougheed Learning Commons

Technical Specifications

DIVISION 02 - EXISTING CONDITIONS

02 4119 Selective Demolition

DIVISION 03 - CONCRETE

03 1000 Concrete Forming and Accessories

03 2000 Concrete Reinforcing

03 3000 Cast-in-Place Concrete

DIVISION 04 - MASONRY

04 2613 Masonry Veneer

04 7200 Cast Stone Masonry

DIVISION 05 - METALS

05 7300 Decorative Metal Railings

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 1616 Crystalline Waterproofing

07 1900 Water Repellents

07 6200 Sheet Metal Flashing and Trim

07 9200 Joint Sealants

DIVISION 26 - ELECTRICAL

26 0000 Basic Electrical Requirements

26 0519 Low Voltage Conductors

26 0533 Raceways

26 5100 Lighting

DIVISION 31 - EARTHWORK

31 1000 Site Clearing

31 2000 Earth Moving

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 1216 Asphalt Paving

32 9200 Turf and Grasses

32 9300 Plants

DIVISION 33 – UTILITIES

33 4600 Subdrainage

00 01 10 Table of Contents TOC-2 December 2023

List of Drawings

COVER

CODE COMPLIANCE

CC-100 Code Compliance Plan and Sections

PHASING PLANS

PH-100 Site Use and Staging Plan

STRUCTURAL

S-001 Structural Symbols and Abbreviations S-002 General Structural Notes S-100 Lougheed Learning Commons Existing and Proposed Site Plan S-101 Lougheed Learning Commons Exterior Ramp Foundation and Slab Plan S-301 Sections S-501 Typical Details S-502 Typical Details

ARCHITECTURAL DEMOLITION

AD-100 Demolition - Plan AD-500 Demolition - Exterior Elevation

ARCHITECTURAL

A-001 Architectural - Abbreviations, Symbols and Materials A-100 Architectural - Floor Plan A-200 Architectural - Sections and Details A-500 Architectural - Exterior Elevations A-600 Architectural - Building Sections

ELECTRICAL

E-000 Electrical Coversheet E-100 Lougheed Learning Commons Electrical Plan

Available Project Information

Pre-Renovation Survey for Asbestos-Containing Materials, Lead Based Paint, and Polychlorinated Biphenyls in Caulks and Sealants for the SUNY Potsdam Accessibility Upgrades Project at SUNY Potsdam

Bid Documents May 01, 2026

ADA Upgrades - Various Buildings - Lougheed Learning Commons Project No. 121073

SECTION 02 4119

SELECTIVE DEMOLITION

PAGE NO. 1

SECTION 02 4119

SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. The Work of this Section Includes:

1. Demolition and removal of selected portions of exterior or interior of building or structure and site elements.

2. Removal and salvage of existing items for delivery to Owner and removal of existing items for reinstallation.

B. Related Requirements:

1. Refer to owner related requirements in Division 01 of Project Manual.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of off-site unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and deliver to Owner as indicated.

C. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage; prepare for reuse; and reinstall where indicated.

D. Existing to Remain: Existing items of construction that are not to be removed.

1.3 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner.

1. Carefully salvage in a manner to prevent damage and promptly return to Owner.

1.4 COORDINATION

A. Construction on this project will be concurrent with construction within the Lougheed Learning Commons under a separate contract. Contractor to coordinate with and

ADA Upgrades - Various Buildings - Lougheed Learning Commons Project No. 121073

SECTION 02 4119

SELECTIVE DEMOLITION

PAGE NO. 2

cooperate with GC of adjacent project, Campus, and Architect.

1.5 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at Project site .

1. Inspect and discuss condition of construction to be selectively demolished.

2. Review and finalize selective demolition schedule and verify availability of demolition personnel, equipment, and facilities needed to make progress and avoid delays.

3. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations.

4. Review areas where existing construction is to remain and requires protection.

5. Review and finalize protection requirements.

6. Review storage, protection, and accounting for items to be removed for salvage or reinstallation.

1.6 INFORMATIONAL SUBMITTALS

A. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property . Indicate proposed locations and construction of barriers.

B. Schedule of Selective Demolition Activities: Indicate the following:

1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's on-site operations are uninterrupted.

1.7 CLOSEOUT SUBMITTALS

A. Inventory: Submit a list of items that have been removed and salvaged.

1.8 FIELD CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. Hazardous Materials:

1. It is not expected that hazardous materials will be encountered in the Work.

ADA Upgrades - Various Buildings - Lougheed Learning Commons Project No. 121073

SECTION 02 4119

SELECTIVE DEMOLITION

PAGE NO. 3

a. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract, or at Owners request, by GC under change order.

E. On-site sale of removed items or materials is not permitted.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI/ASSP A10.6 and NFPA 241.

C. Sustainable Design Requirements for Building Reuse:

1. Maintain the existing building structure, envelope, and interior nonstructural elements. Do not demolish such existing construction beyond indicated limits.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents.

C. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs or video .

1. Photograph or video existing conditions of adjoining construction including finish surfaces, that might be misconstrued as damage caused by selective demolition operations or removal of items for salvage or reinstallation.

3.2 PREPARATION

A. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

ADA Upgrades - Various Buildings - Lougheed Learning Commons Project No. 121073

SECTION 02 4119

SELECTIVE DEMOLITION

PAGE NO. 4

1. Strengthen or add new supports when required during progress of selective demolition.

B. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

1. Provide protection to ensure safe passage of people around selective demolition area .

2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas.

3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations.

C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location and cleaned and reinstalled in their original locations after selective demolition operations are complete.

3.3 UTILITY SERVICES AND BUILDING SYSTEMS

A. Existing Services/Systems to Remain: Maintain utilities and building systems and equipment to remain and protect against damage during selective demolition operations.

3.4 SALVAGE/REINSTALL

A. Removed and Salvaged Items:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers with label indicating elements, date of removal, quantity, and location where removed.

3. Store items in a secure area until delivery to Owner.

4. Transport items to Owner's storage area designated by Owner .

5. Protect items from damage during transport and storage.

B. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

3.5 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to extent required by new

ADA Upgrades - Various Buildings - Lougheed Learning Commons Project No. 121073

SECTION 02 4119

SELECTIVE DEMOLITION

PAGE NO. 5

construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions required.

Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site.

4. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction.

Provide alternate routes around closed or obstructed trafficways if required by authorities having jurisdiction.

2. Use water mist and other suitable methods to limit spread of dust and dirt.

Comply with governing environmental-protection regulations. Do not use water when it may damage adjacent construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution.

3.6 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

A. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, using power-driven saw, and then remove masonry between saw cuts.

3.7 DISPOSAL OF DEMOLISHED MATERIALS

A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

B. Burning: Do not burn demolished materials.

3.8 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before

ADA Upgrades - Various Buildings - Lougheed Learning Commons Project No. 121073

SECTION 02 4119

SELECTIVE DEMOLITION

PAGE NO. 6

selective demolition operations began.

3.9 SELECTIVE DEMOLITION SCHEDULE

A. Remove and Salvage: Site Lighting. Disconnect and carefully remove and salvage existing light pole and all associated hardware and components. Turn over all items to campus. .

B. Remove and Reinstall: Existing brick masonry as indicated on drawings. Remaining brick that was removed but not reinstalled to be turned over to campus as salvaged material. .

END OF SECTION 02 4119

ADA Upgrades – Various Buildings – Lougheed Learning Commons Project No.

SECTION 03 1000

CONCRETE FORMING AND ACCESSORIES

PAGE NO. 1

SECTION 031000 - CONCRETE FORMING AND ACCESSORIES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Bracing and anchoring.

B. Related Requirements:

1. Section 033000 “Cast-in-Place Concrete” – Concrete materials, placement, and curing.

1.3 DEFINITIONS

A. Form-Facing Material: Temporary structure or mold for the support of concrete while the concrete is setting and gaining sufficient strength to be self-supporting.

B. Formwork: The total system of support of freshly placed concrete, including the mold or sheathing that contacts the concrete, as well as supporting members, hardware, and necessary bracing.

1.4 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Review the following:

a. Special inspection and testing and inspecting agency procedures for field quality control.

b. Construction, movement, contraction, and isolation joints

c. Forms and form-removal limitations.

d. Anchor rod and anchorage device installation tolerances.

1.5 ACTION SUBMITTALS

A. Product Data: For each of the following:

Project No. D000867

SECTION 03 1000

CONCRETE FORMING AND ACCESSORIES

PAGE NO. 2

1. Exposed surface form-facing material.

2. Concealed surface form-facing material.

3. Form ties.

4. Form-release agent.

5. Form-applied surface retarder.

B. Shop Drawings: Prepared by, and signed and sealed by, a qualified professional engineer responsible for their preparation, detailing fabrication, assembly, and support of forms.

1. For exposed vertical concrete walls, indicate dimensions and form tie locations.

2. Indicate dimension and locations of construction and movement joints required to construct the structure in accordance with ACI 301.

a. Location of construction joints is subject to approval of the Architect.

3. Indicate location of waterstops.

4. Indicate proposed schedule and sequence of stripping of forms.

1.6 INFORMATIONAL SUBMITTALS

A. Qualification Data: For testing and inspection agency.

B. Field quality-control reports.

C. Minutes of preinstallation conference.

1.7 QUALITY ASSURANCE

A. Testing and Inspection Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified in accordance with ASTM C1077 and ASTM E329 for testing indicated.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Concrete Formwork: Design, engineer, erect, shore, brace, and maintain formwork, shores, and reshores in accordance with ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads, so that resulting concrete conforms to the required shapes, lines, and dimensions.

1. Design wood panel forms in accordance with APA's "Concrete Forming Design/Construction Guide."

2. Design formwork to limit deflection of form-facing material to 1/240 of center-to-center spacing of supports.

Project No. D000867

SECTION 03 1000

CONCRETE FORMING AND ACCESSORIES

PAGE NO. 3

2.2 FORM-FACING MATERIALS

A. As-Cast Surface Form-Facing Material:

1. Provide continuous, true, and smooth concrete surfaces.

2. Furnish in largest practicable sizes to minimize number of joints.

3. Acceptable Materials: As required to comply with Surface Finish designations specified in Section 033000 "Cast-In-Place Concrete, and as follows:

a. Plywood, metal, or other approved panel materials.

B. Concealed Surface Form-Facing Material: Lumber, plywood, metal, plastic, or another approved material.

1. Provide lumber dressed on at least two edges and one side for tight fit.

2.3 RELATED MATERIALS

A. Reglets: Fabricate reglets of not less than 0.022-inch- (0.55-mm-) thick, galvanized-steel sheet. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete or debris.

B. Dovetail Anchor Slots: Hot-dip galvanized-steel sheet, not less than 0.034 inch thick, with bent tab anchors. Temporarily fill or cover face opening of slots to prevent intrusion of concrete or debris.

C. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch, minimum.

D. Form-Release Agent: Commercially formulated form-release agent that does not bond with, stain, or adversely affect concrete surfaces and does not impair subsequent treatments of concrete surfaces.

1. Formulate form-release agent with rust inhibitor for steel form-facing materials.

2. Form release agent for form liners shall be acceptable to form liner manufacturer.

E. Form-Applied Surface Retarder: Water-soluble, liquid, set retarder with color dye, for concrete surface application to vertical form-facing surfaces to produce exposed aggregate finish, capable of temporarily delaying final hardening of concrete to a depth of 1/8 to 1/4 inch; compatible with form-facing material and release agent; VOC-compliant.

F. Form Ties: Factory-fabricated, removable or snap-off, glass-fiber-reinforced plastic or metal form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.

1. Furnish units that leave no corrodible metal closer than 1 inch to the plane of exposed concrete surface.

2. Furnish ties that, when removed, leave holes no larger than 1 inch in diameter in concrete surface.

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CONCRETE FORMING AND ACCESSORIES

PAGE NO. 4

3. Furnish ties with integral water-barrier plates to walls indicated to receive dampproofing or waterproofing.

PART 3 - EXECUTION

3.1 INSTALLATION OF FORMWORK

A. Comply with ACI 301.

B. Construct formwork, so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117 and to comply with the Surface Finish designations specified in Section 033000 "Cast-In- Place Concrete" for as-cast finishes.

C. Limit concrete surface irregularities as follows:

1. Surface Finish-2.0: ACI 117 Class B, 1/4 inch.

D. Construct forms tight enough to prevent loss of concrete mortar.

1. Minimize joints.

2. Exposed Concrete: Symmetrically align joints in forms.

E. Construct removable forms for easy removal without hammering or prying against concrete surfaces.

1. Provide crush or wrecking plates where stripping may damage cast-concrete surfaces.

2. Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical.

3. Install keyways, reglets, recesses, and other accessories, for easy removal.

F. Do not use rust-stained, steel, form-facing material.

G. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces.

1. Provide and secure units to support screed strips

2. Use strike-off templates or compacting-type screeds.

H. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible.

1. Close openings with panels tightly fitted to forms and securely braced to prevent loss of concrete mortar.

2. Locate temporary openings in forms at inconspicuous locations.

I. Chamfer exterior corners and edges of permanently exposed concrete.

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J. At construction joints, overlap forms onto previously placed concrete not less than 12 inches.

K. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work.

1. Determine sizes and locations from trades providing such items.

2. Obtain written approval of Architect prior to forming openings not indicated on

Drawings.

L. Construction and Movement Joints:

1. Construct joints true to line with faces perpendicular to surface plane of concrete.

2. Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect.

3. Place joints perpendicular to main reinforcement.

4. Locate joints for beams, slabs, joists, and girders in the middle third of spans.

a. Offset joints in girders a minimum distance of twice the beam width from a beam-girder intersection.

5. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs.

6. Space vertical joints in walls as indicated on Drawings.

a. Locate joints beside piers integral with walls, near corners, and in concealed locations where possible.

M. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection.

1. Locate ports and openings in bottom of vertical forms, in inconspicuous location, to allow flushing water to drain.

2. Close temporary ports and openings with tight-fitting panels, flush with inside face of form, and neatly fitted, so joints will not be apparent in exposed concrete surfaces.

N. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete.

O. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment.

P. Coat contact surfaces of forms with form-release agent, according to manufacturer's written instructions, before placing reinforcement.

Q. Uniformly coat contact surfaces of forms with surface retarder where exposed aggregate finish is indicated, in accordance with manufacturer’s written instructions, before placing reinforcement, anchoring devices, and embedded items. Protect treated forms from contamination, drying, or damage prior to concrete placement.

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CONCRETE FORMING AND ACCESSORIES

PAGE NO. 6

3.2 INSTALLATION OF EMBEDDED ITEMS

A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete.

1. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

2. Install reglets to receive waterproofing and to receive through-wall flashings in outer face of concrete frame at exterior walls, where flashing is shown at lintels, shelf angles, and other conditions.

3. Install dovetail anchor slots in concrete structures, as indicated on Drawings.

4. Clean embedded items immediately prior to concrete placement.

3.3 REMOVING AND REUSING FORMS

A. Formwork for sides of beams, walls, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at not less than 50 deg F for 24 hours after placing concrete. Concrete has to be hard enough to not be damaged by form-removal operations, and curing and protection operations need to be maintained.

1. Leave formwork for beam soffits, joists, slabs, and other structural elements that support weight of concrete in place until concrete has achieved at least 70 percent of its 28-day design compressive strength.

2. Remove forms only if shores have been arranged to permit removal of forms without loosening or disturbing shores.

B. Clean and repair surfaces of forms to be reused in the Work.

1. Split, frayed, delaminated, or otherwise damaged form-facing material are unacceptable for exposed surfaces.

2. Apply new form-release agent.

C. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints.

1. Align and secure joints to avoid offsets.

2. Do not use patched forms for exposed concrete surfaces unless approved by

Architect.

3.4 FIELD QUALITY CONTROL

A. Special Inspections: Owner will engage a qualified testing and inspecting agency to perform field tests and inspections and prepare test reports.

B. Inspections:

1. Inspect formwork for shape, location, and dimensions of the concrete member being formed.

Project No. D000867

SECTION 03 1000

CONCRETE FORMING AND ACCESSORIES

PAGE NO. 7

END OF SECTION 031000

ADA Upgrades – Various Buildings

– Lougheed Learning Commons Project No. D000867

SECTION 03 2000

CONCRETE REINFORCING

PAGE NO. 1

SECTION 032000 - CONCRETE REINFORCING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Steel reinforcement bars.

1.2 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Review the following:

a. Special inspection and testing and inspecting agency procedures for field quality control.

b. Construction contraction and isolation joints.

c. Steel-reinforcement installation.

1.3 ACTION SUBMITTALS

A. Product Data: For the following:

1. Each type of steel reinforcement.

2. Bar supports.

B. Shop Drawings: Comply with ACI SP-066:

1. Include placing drawings that detail fabrication, bending, and placement.

2. Include bar sizes, lengths, materials, grades, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, location of splices, lengths of lap splices, details of mechanical splice couplers, details of welding splices, tie spacing, hoop spacing, and supports for concrete reinforcement.

C. Construction Joint Layout: Indicate proposed construction joints required to build the structure.

1. Location of construction joints is subject to approval of Architect.

1.4 INFORMATIONAL SUBMITTALS

A. Qualification Statements: For testing and inspection agency.

B. Field quality-control reports.

C. Minutes of preinstallation conference.

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1.5 QUALITY ASSURANCE

A. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified in accordance with ASTM C1077 and ASTM E329 for testing indicated.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage.

1. Store reinforcement to avoid contact with earth.

PART 2 - PRODUCTS

2.1 STEEL REINFORCEMENT

A. Reinforcing Bars: ASTM A615/A615M, Grade 60, deformed.

2.2 REINFORCEMENT ACCESSORIES

A. Joint Dowel Bars: ASTM A615/A615M, Grade 60, plain-steel bars, cut true to length with ends square and free of burrs.

B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded-wire reinforcement in place.

1. Manufacture bar supports from steel wire, plastic, or precast concrete in accordance with CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows:

a. For concrete surfaces exposed to view, where legs of wire bar supports contact forms, use CRSI Class 1 plastic-protected steel wire, all-plastic bar supports, or CRSI Class 2 stainless steel bar supports.

C. Steel Tie Wire: ASTM A1064/A1064M, annealed steel, not less than 0.0508 inch in diameter.

1. Finish: Plain.

2.3 FABRICATING REINFORCEMENT

A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."

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PART 3 - EXECUTION

3.1 PREPARATION

A. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that reduce bond to concrete.

3.2 INSTALLATION OF STEEL REINFORCEMENT

A. Comply with CRSI's "Manual of Standard Practice" for placing and supporting reinforcement.

B. Accurately position, support, and secure reinforcement against displacement.

1. Locate and support reinforcement with bar supports to maintain minimum concrete cover.

2. Do not tack weld crossing reinforcing bars.

C. Preserve clearance between bars of not less than 1 inch, not less than one bar diameter, or not less than 1-1/3 times size of large aggregate, whichever is greater.

D. Provide concrete coverage in accordance with ACI 318.

E. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces.

F. Splices: Lap splices as indicated on Drawings.

1. Bars indicated to be continuous, and all vertical bars to be lapped not less than 36 bar diameters at splices, or 24 inches, whichever is greater.

2. Stagger splices in accordance with ACI 318.

3.3 JOINTS

A. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect.

1. Place joints perpendicular to main reinforcement.

2. Continue reinforcement across construction joints unless otherwise indicated.

3. Do not continue reinforcement through sides of strip placements of floors and slabs.

B. Doweled Joints: Install dowel bars and support assemblies at joints where indicated.

Lubricate or asphalt coat one-half of dowel length, to prevent concrete bonding to one side of joint.

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CONCRETE REINFORCING

PAGE NO. 4

3.4 INSTALLATION TOLERANCES

A. Comply with ACI 117.

3.5 FIELD QUALITY CONTROL

A. Special Inspections: Owner will engage a qualified testing and inspecting agency to perform field tests and inspections and prepare test reports.

B. Inspections:

1. Steel-reinforcement placement.

END OF SECTION 032000

Project No. D000867

SECTION 03 3000

CAST-IN-PLACE CONCRETE

PAGE NO. 1

SECTION 033000 - CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Concrete standards.

2. Concrete materials.

3. Admixtures.

4. Curing materials.

5. Accessories.

6. Repair materials.

7. Concrete mixture materials.

8. Concrete mixture class types.

9. Concrete mixing.

B. Related Requirements:

1. Section 031000 "Concrete Forming and Accessories" for form-facing materials, and form-applied surface retarders for exposed aggregate at vertical surfaces.

2. Section 032000 "Concrete Reinforcing" for steel reinforcing bars and welded-wire reinforcement.

3. Section 312000 "Earth Moving" for drainage fill under slabs-on-ground.

1.2 DEFINITIONS

A. Cementitious Materials: Portland cement or blended hydraulic cement alone or in combination with one or more of the following:

1. Fly ash, slag cement, other pozzolans, and silica fume; materials subject to compliance with requirements.

B. Water/Cementitious Materials (w/cm) Ratio: The ratio by weight of mixing water to cementitious materials.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Require representatives of each entity directly concerned with cast-in-place concrete to attend, including the following:

a. Contractor's superintendent.

b. Independent testing agency responsible for inspections and acceptance testing of concrete at Project site.

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CAST-IN-PLACE CONCRETE

PAGE NO. 2

c. Ready-mix concrete manufacturer.

d. Concrete Subcontractor.

2. Review the following:

a. Special inspection and testing and inspecting agency procedures for field quality control.

b. Construction joints, control joints, isolation joints, and joint-filler strips.

c. Semirigid joint fillers.

d. Cold- and hot-weather concreting procedures.

e. Concrete finishes and finishing.

f. Curing procedures.

g. Forms and form-removal limitations.

h. Methods for achieving specified floor and slab flatness and levelness.

i. Floor and slab flatness and levelness measurements.

j. Concrete repair procedures.

k. Concrete protection.

l. Initial curing of standard-cured and field curing of field-cured test cylinders

(ASTM C31/C31M.)

m. Protection of field cured field test cylinders.

n. Distribution of test reports.

1.4 ACTION SUBMITTALS

A. Product…