Addendum Two .pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-126-24

FOR: Roof Replacements KCTCS Gateway Community & Technical College Boone County, Kentucky

DATE: January 31, 2024

RFB-785-2400000322

ADDENDUM NO. Two (2)

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.

Item 1: Refer to addendum to be distributed by Lynn Imaging for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-126-24 For: Roof Replacements KCTCS Gateway Community & Technical College Boone County, Kentucky

Susan Ward, Statewide Procurement Analyst II Division of Engineering and Contract Administration

KCTCS - Roof Replacement Gateway Community & Technical College Edgewood, Kentucky Acct No: 470-CAP9-NC26-00

ADDENDUM NO. 2 009113 - 1

SECTION 009113 – ADDENDUM NO. 2

PART 1 - GENERAL

1.1 GENERAL

A. This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents and previously issued Addenda, as noted below.

1. All unmodified portions remain if full force and effect.

2. Acknowledge receipt of this Addendum in the space provided on the Bid Form.

3. Failure to do so may subject Bidder to disqualification.

B. Summary of Attachments:

1. Summary of Documents Attached for Reference: The following documents are attached to this Addendum for reference purposes only:

a. Supplemental References: Summary of Site Visit Questions, dated January 29, 2024.

2. Summary of Project Manual Documents Attached: The following documents are attached to and are part of this Addendum:

a. Supplemental Section:

1) None.

b. Revised Sections:

1) DECA Special Conditions ADDENDUM NO. 2.

3. Summary of Drawings Attached: None.

C. Summary of Deletions: None.

1.2 CHANGES TO PRIOR ADDENDA

A. None.

1.3 CHANGES TO PROCUMENT AND CONTRACTING REQUIREMENTS

A. None.

KCTCS - Roof Replacement Gateway Community & Technical College Edgewood, Kentucky Acct No: 470-CAP9-NC26-00

ADDENDUM NO. 2 009113 - 2

1.4 CHANGES TO GENERAL REQUIREMENTS

A. DECA Special Conditions ADDENDUM NO. 2.

1. DELETE the following subparagraph from Article 8:

a. "• For a schedule of Allowances see the “Allowances” section of the Bid Form of Proposal."

2. ADD the "LIST OF ALLOWANCES" subparagraph to Article 8 as indicated in attached DECA Special Conditions ADDENDUM NO. 2.

1.5 CHANGES TO SPECIFICATIONS

A. None.

1.6 CHANGES TO DRAWINGS

A. None.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF ADDENDUM NO. 2

PATRICK D. MURPHY CO., INC. ARCHITECTS

4606 Illinois Avenue • Louisville, Kentucky 40213-1923 • (502) 454-5632

Member - American Institute of Architects

January 29, 2024

Division of Engineering & Contract Administration Department for Facilities and Support Services Bush Building 403 Wapping Street, 1st Floor Frankfort, Kentucky 40601-2638

Attn: Mrs. Susan Ward

Re: Roof Consulting Proposal GCTC: Roof Replacements

Covington, Kentucky & Edgewood, Kentucky Acct #: 470-CAP9-NC26-00

Responses to submitted questions:

1. Q. Can you please tell us who the manufacturer is of the existing roof system.

A. Boone Campus:

i. Book Store – Firestone

ii. CAM Bldg. – Firestone

iii. CAT Bldg. – Soprema A. Urban Campus

i. Professional Services Bldg. - Siplast

Sincerely, Jean-Paul Grivas AIA GRP IIBEC Vice-President

Special Conditions for Commonwealth of Kentucky Projects – 10000

SPECIAL CONDITIONS - 10000 Page 1 of 12

Contents

Article Title

‘1 Special Conditions Supplement

‘2 The Project

‘3 Project Contacts

‘4 Times for Completion

‘5 Liquidated Damages

‘6 Temporary Facilities and Controls

‘7 Special Inspections and Testing

‘8 Allowances

‘9 Unit Prices

‘10 Schedule of Additive Alternates

‘11 Additional Project Completion or Close-out Requirements

‘12 Special Project Site Security or Access Required

‘13 Special Delegated Design Requirements

‘14 Other Special Conditions of Contract

SPECIAL CONDITIONS - 10000 Page 2 of 12

Articles

‘1 Special Conditions:

These Special Conditions are a provided as a supplement to the General Conditions in the Specifications.

Special Conditions will also supersede General Conditions where changes are necessary to coordinate with specific project requirements.

‘2 The Project:

These specifications and drawings accompanying them describe the work to be performed and materials to be furnished for the:

KCTCS - ROOF REPLACEMENT

GATEWAY COMMUNITY AND TECHNICAL COLLEGE

EDGEWOOD, KENTUCKY

Account Number 470-CAP9-NC26-00

Project Description:

The project consists of roof replacements, repairs, and re-covers to 7 buildings on 4 separate sites in

Kentucky as follows:

1. Edgewood Campus, Edgewood, KY

a. Career Center Bldg. Roof Replacement: [20,190 SF]

i. Remove existing Modified Bitumen roof system down to existing metal deck.

ii. Remove existing skylight, infill space with new steel joists and decking.

iii. Inspect metal deck and make repairs on a unit price basis.

iv. Mechanically attach 1-layer of 2.0” polyisocyanurate insulation to the metal deck

v. Adhere a 2nd layer of 2.0” polyisocyanurate insulation in cold asphalt, stagger all thermal laps.

vi. Adhere a 1/4” per foot tapered polyisocyanurate insulation in cold steep asphalt, stagger all thermal joints.

vii. Install a 1/2” Dens Deck cover board, factory primed, in cold steep asphalt, stagger all thermal laps

viii. Adhere modified base sheet in cold steep asphalt, heat weld all laps.

ix. Install new base flashings at all curbs, penthouses, penetrations, and walls.

x. Remove and replace through wall flashings with new stainless steel 2-piece flashings.

xi. Adhere granule surfaced modified cap sheet in cold adhesive, heat weld all laps.

xii. Install new foil faced modified flashings at all curbs, chimneys, penthouses, and parapets.

xiii. New 24 ga. prefinished edge metals, counter flashings, copings caps, to be installed.

xiv. Install new interior faux daylighting and associated drop ceiling grid and tiles.

1. Modify existing ceiling grid and tiles.

2. Modify existing sprinkler system.

2. Fort Wright Campus, Fort Wright, KY

a. Roof ‘C’: PVC Overlay

SPECIAL CONDITIONS - 10000 Page 3 of 12

i. Retrofit existing metal panel roof system with new PVC (polyvinyl chloride) membrane roof system over flute-fill rigid .

ii. Install new PVC coated roof flashing and drip edge.

iii. Install new prefinished, galvanized steel counter flashing.

3. Urban Campus: Center for Technology, Innovation & Enterprise Bldg. Roof Replacement: (Roofs ‘A’, ‘B’ & ‘C’:) [12,120 SF]

a. Remove existing EPDM roof system & vapor barrier down to existing concrete deck (Roof

‘A’) & metal deck (Roofs ‘B’ & ‘C’).

b. Inspect deck and make repairs on a unit price basis.

c. Prime existing deck with asphaltic primer. (Roof ‘A’)

d. Install 2-layers of 2.2” polyisocyanurate insulation in 2-part insulation adhesive, stagger thermal joints.

i. Mechanically attach 1st layer on metal deck areas (Roofs ‘B’ & ‘C’)

ii. Roof C Only: Install 2 layers of 2" thick insulation with 1/4" per ft. tapered insulation.

e. Adhere modified base sheet in cold adhesive, heat weld all laps.

f. Install new base flashings at all curbs, chimneys, penthouses, penetrations, and parapets.

g. Adhere granule surfaced modified cap sheet in cold adhesive, heat weld all laps.

h. Install new foil faced modified flashings at all curbs, chimneys, penthouses, and parapets.

i. New 24 ga. prefinished edge metals, counter flashings copings caps, gutters and downspouts to be installed.

j. Clean existing brick masonry where indicated on Drawings.

k. Tuck point mortar joints of brick masonry where indicated on Drawings.

l. Apply water repellent to existing brick masonry where indicated on Drawings.

m. Remove existing stone cladding as required to install new flashing, then reinstall existing stone cladding.

4. Urban Campus: Professional Services Building (PS Bldg.; Pro Services Bldg.): (Roofs ‘A’, ‘B’ & ‘C’:)

[12,120 SF]

a. Repair ponding condition around southeast scupper: may need separate flashing section and roofing membrane section.

i. Lower existing scupper to allow for proper drainage.

b. Repoint & reseal masonry at parapet piers (100%)

5. Boone Campus: Center for Advanced Manufacturing Bldg. Roof Repairs:

a. Roof ‘A’:

i. Re-seal coping cap wall panel transition joints throughout roof area.

ii. Repair roof drain flashings & enlarge cap sheet openings at overflows.

iii. Repair loose & damaged foil, laps and blisters in flashings.

iv. Re-seal all pitch pockets

b. Roof ‘B’:

i. Seal open coping cap laps with “peel & stick” EPDM strips.

ii. Repair improperly patched areas in roof membrane (from previous IR observation done by others).

iii. Repair section of wet roofing.

iv. Repair roof drain flashings & enlarge cap sheet openings at overflows.

v. Re-seal all pitch pockets.

vi. Repair loose & damaged foil, laps and blisters in flashings.

vii. Cut and patch all roof membrane blisters.

c. Roof ‘C’:

SPECIAL CONDITIONS - 10000 Page 4 of 12

i. Repair loose & damaged foil, laps and blisters in flashings.

ii. Repair roof drain flashings & enlarge cap sheet openings at overflows.

d. Roof ‘D’:

i. Repair roof drain flashings & enlarge cap sheet openings at overflows.

ii. Repair loose & damaged foil, laps and blisters in flashings.

iii. Re-seal perimeter of roof access door.

e. Roof ‘E’:

i. Tighten roof drain clamp ring bolts

ii. Repair loose & damaged foil, laps and blisters in flashings.

iii. Seal all coping cap laps & penetrations.

6. Boone Campus: Classroom & Training Bldg. Roof Repairs:

a. Roof ‘A’:

i. Re-seal coping cap laps with “peel & stick” EPDM flashing strips.

ii. Cut and patch all roof membrane blisters.

iii. Repair loose & damaged foil, laps and blisters in flashings and install new foil faced flashings.

iv. Re-seal all pitch pockets

v. Seal joints at coping to wall panel transitions.

b. Roof ‘B’:

i. Seal open coping cap laps with “peel & stick” EPDM flashing strips.

ii. Repair loose & damaged foil, laps and blisters in flashings and install new foil faced flashings.

iii. Seal joints at coping to wall panel transitions.

iv. Re-seal all pitch pockets.

v. Tighten all loose bolts at roof drain clamp rings.

c. Roof ‘C’:

i. Repair loose & damaged foil, laps and blisters in flashings and install new foil faced flashings.

ii. Seal open coping cap laps with “peel & stick” EPDM flashing strips.

d. Roof ‘D’:

i. Seal open coping cap laps with “peel & stick” EPDM flashing strips.

ii. Re-seal all pitch pockets.

iii. Seal joints at coping to wall panel transitions.

iv. Repair loose & damaged foil, laps and blisters in flashings and install new foil faced flashings.

v. Tighten all loose bolts at roof drain clamp rings.

e. Roof ‘E’:

i. Repair loose & damaged foil, laps and blisters in flashings and install new foil faced flashings.

ii. Re-seal coping cap laps with “peel & stick” EPDM flashing strips.

iii. Re-seal all pitch pockets.

iv. Seal joints at coping to wall panel transitions.

f. Roof ‘F’:

i. Repair loose & damaged foil, laps and blisters in flashings and install new foil faced flashings.

ii. Apply sealant at roof drain to drain pipe transition.

iii. Re-seal all pitch pockets.

iv. Seal joints at coping to wall panel transitions.

SPECIAL CONDITIONS - 10000 Page 5 of 12

v. Cut and patch all roof membrane blisters.

g. Roof ‘G’:

i. Seal joints at coping to wall panel transitions.

ii. Install new flashings at roof drains

iii. Cut and patch all roof membrane blisters.

7. Boone Campus: Bookstore & Maintenance Bldg. Roof Repairs:

a. Repair “fish mouth” opening found at roof membrane sheet edge.

b. Repair loose & damaged foil, laps and blisters in flashings and install new foil faced flashings.

‘3 Project Contacts:

(Refer to Drawings for Company Addresses / Phone Numbers)

In the roles defined by the General Conditions as “Architect” and as used throughout the Contract

Documents as the Architect of the work being constructed,, the following firm and its sub-consultants are working under separate contract with the Owner to provide the services under this role:

Architect: Company Name: Patrick D. Murphy Co., Inc., Architects

Principal-In-Charge: Jean-Paul Grivas, V.P.

Project Manager: Jean-Paul Grivas, V.P.

In the roles defined by the General Conditions as “Owner” and as used throughout the Contract Documents as the Owner of the work being constructed, is the Commonwealth of Kentucky, acting through the Finance and Administration Cabinet, Department for Facilities Management and Support Services, Division of

Engineering and Contract Administration. The Owner is solely represented by the following:

Owner: Finance and Administration Cabinet

Facilities and Support Services

Division of Engineering and Contract Administration

Project Manager: Ron Harris

Associate Director: Vacant

Executive Director: Scott Baker

In the role defined by General Conditions, “Agency or Using Agency”, is a state government entity which utilizes the work being constructed. This agency is a client of the Owner and advises the Owner on matters related to the project. This Using Agency does not possess the legal authority of Owner:

Using Agency: Kentucky Community & Technical College System

Project Manager: Mike Blevins

Director: Lincoln Farmer

‘4 Times of Completion:

Subject to the conditions of Article ’16 – “Delays and Extension of Time” of the General Conditions, the work to be performed under this Contract shall be completed as follows:

Substantial Completion One Hundred Eighty (180) Calendar Days from date of Executed Contract for

Construction. Article ’19.4 of the General Conditions set forth specific requirements of the

Commonwealth of Kentucky that are necessary to be fulfilled by the Contractor in order to be determined to have accomplished Substantial Completion by this date. Refer to Article ’11 of these

SPECIAL CONDITIONS - 10000 Page 6 of 12

Special Conditions for additional requirements of this specific project required to accomplish

Substantial Completion

Final Completion Thirty (30) Calendar Days beyond Substantial Completion. Article ’19.5 of the

General Conditions set forth specific requirements of the Commonwealth of Kentucky that are necessary to be fulfilled by the Contractor in order to be determined to have accomplished Final

Completion by this date. Refer to Article ’11 of these Special Conditions for additional requirements of this specific project required to accomplish Final Completion.

As indicated in Article ‘4 of the General Conditions, “Construction Schedule”, the following limitations of work times are set forth herein that are to be accounted for by the Contractor in scheduling and sequencing of the work:

• The existing facilities will be open and accessible to the public/ students during construction.

o Restriction may apply to work hours or days of operation during normal school hours.

‘5 Liquidated Damages / Damages from Untimely Performance:

In accordance with Article ’19.7 of the General Conditions, the Contractor shall pay the Owner the following identified amount for each and every calendar day of unexcused delay in achieving Prior to Completion Review and Final Completion beyond the date set for below for each:

Substantial Completion Liquidated Damages are $ 450.00/calendar day for each day beyond the established Date of Substantial Completion until the Actual Date of Substantial Completion is achieved.

(See Article ’19.4 of the General Conditions and Article ’11 of these Special Conditions for requirements for Substantial Completion).

Final Completion Liquidated Damages are $ 300.00/calendar day for each day beyond the established

Date of Final Completion until the Actual Date of Final Completion is achieved. (See Article ’19.5 of the

General Conditions and Article ’11 of these Special Conditions for requirements for Final Completion).

‘6 Contractor Provided Temporary Facilities and Controls:

Construction Office/Trailer: None required

Staging / Parking: Owner will provide staging and parking spaces to the contractor; this will be discussed at the Pre-Bid & Pre-Construction Meetings.

Temporary Fencing and Signage:

• Provide collection secure zone for roof debris containment.

• Provide warning signs on the fence; e.g. “Caution – Work Area,” “Overhead work in progress,” “No

Admittance – Work Area,” etc.

Portable Toilet Facilities: are Required and to be located within construction fencing

Utilities: Contractor to set up new temporary utilities or coordinate with owner for hook-up of existing where applicable

SPECIAL CONDITIONS - 10000 Page 7 of 12

Water: Use Owner Existing Utility. Contractor to coordinate temporary connections with Owner and is responsible for all temporary connection costs.

Electric: Use Owner Existing Utilities. Contractor to coordinate temporary connection or use with

Owner and is responsible for all temporary connection costs.

‘7 Special Inspections and Testing:

Article ’12 of the General Conditions and the technical specifications of the Contract Documents define and establish the requirements and provisions for Inspection of the Work, Special Inspections performed by others working under separate contract with the Owner, and testing to be provided by the Contractor.

Structural Special Inspections and Testing: Not Required

Site Special Inspections and Testing: Not Required

Contractor Provided Testing: All other testing required by the Contract Documents are Contractor Provided

Testing.

‘8 Allowances included in the Contract Amount:

The Contractor is required by Article ’30 of the General Conditions to include in the Contract Amount the following Allowances:

• For a schedule of Allowances see the “Allowances” section of the Bid Form of Proposal

LIST OF ALLOWANCES:

1. Urban Campus (T.I.E. Building)

a. Roof ‘A’

i. 275 SF – Masonry re-pointing

ii. 550 SF – Masonry cleaning & sealing

b. Roofs ‘B’/’C’

i. 850 SF – Masonry re-pointing

ii. 1,700 SF – Masonry cleaning and sealing

2. Urban Campus (Pro Services Building)

a. 80 SF – Masonry re-pointing

b. 80 SF – Masonry cleaning and sealing

3. Boone Campus

a. C.A.M. Building

i. 2,300 LF - Modified foil faced flashing overlay.

ii. 28 EA – Roof drain granule surfaced flashing repairs.

iii. 21 EA – Pitch pocket cleaning and re-sealing

b. C.A.T. Building

i. 1,850 LF - Modified foil faced flashing overlay.

ii. 21 EA – Roof drain granule surfaced flashing repairs.

iii. 35 EA – Pitch pocket cleaning and re-sealing

iv. 200 EA – EPDM P&S coping Joint overlay.

c. Bookstore

i. 200 LF - Modified foil faced flashing overlay.

ii. 1 EA – Cap sheet fish mouth repair

SPECIAL CONDITIONS - 10000 Page 8 of 12

Allowances shall include all necessary materials, costs of delivery, installation labor, tools and equipment necessary to provide the item or services indicated in the Allowance. When the item of work or service is completed, the Contact Amount is modified by Change Order to reconcile the Allowance with the actual cost of the item or service provided. The contractor’s overhead, profit, insurance and bonds, and administrative costs are included in the prescribed markup permitted by Article ’14 of the General Conditions “Changes in the Work” and are not to be included in the Allowance.

‘9 Unit Prices established by the Form of Proposal:

The Contractor is required at time of submitting a bid proposal for this work to provide specific Unit Prices that will be used to add or deduct those specific work items or services by an established unit of measure and the stated price per unit.

Unit prices include all necessary materials, costs of delivery, installation labor, tools and equipment necessary to provide the unit measured item. If a unit price is used in a change to the work by Change Order, the contractor’s overhead, profit, insurance and bonds, and administrative costs are included in the prescribed markup permitted by Article ’14 of the General Conditions “Changes in the Work” and are not to be included in the unit price.

For a schedule of Unit Prices see the “Unit Prices” section of the Bid Form of Proposal.

‘10 Schedule of Additive Alternates:

The Bid Form of Proposal includes Additive Alternates that, if accepted by the Owner during review of bids, become a part of the Contract Amount. Additive Alternates are listed in the order which they will be considered and may be accepted by the Owner to be included in the base Contract of the Work. The following is the sequential listing and description of Additive Alternates:

• Not Applicable

Additive Alternates include all necessary materials, costs of delivery, installation labor, tools and equipment, contractor’s overhead, profit, insurance and bonding, and administrative costs. All work necessary to provide the work described in the Additive Alternate is to be included.

‘11 Additional Project Completion or Project Close-Out Required:

Article ’19.4 of the General Conditions “Substantial Completion” defines the specific MANDATORY requirements to be accomplished or provided to achieve Substantial Completion of the Project. In addition to those requirements, the following requirements are also MANDATORY requirements to be accomplished or provided to achieve Substantial Completion of this Project

• Manufacturer’s representative’s inspections to occur periodically and once roofing work is

Substantially Complete. All inspection warranties are to start from the date of Substantial

Completion unless otherwise altered by the Director of the Division of Engineering. Inspections listed are to be included in the Construction Schedule as items with specific dates scheduled so as to meet the Date of Substantial Completion.

Article ’19.5 of the General Conditions “Final Completion” defines the specific MANDATORY requirements to be accomplished or provided to achieve Final Completion of the Project. In addition to those requirements, SPECIAL CONDITIONS - 10000 Page 9 of 12 the following requirements are also MANDATORY requirements to be accomplished or provided to achieve

Final Completion of this Project:

• No additional requirements required

‘12 Special Project Site Security or Access Requirements:

12.1 Owner Occupancy: The existing building(s) will be occupied during the course of this project. Also, the owner will be occupying other buildings on campus that are within some proximity to the Work, including conducting classes for campus students. Perform the Work so as not to interfere with

Owner’s operations and to avoid contact with campus faculty, students and the general public.

12.1.1 Maintain handicapped access to the affected buildings and surrounding campus buildings.

Where construction activities block existing accessible paths and/or ramps, provide ADA-compliant temporary access by means necessary in that particular condition.

12.1.2 Owner Operations: The Contractor shall coordinate Work disruptions as needed to maintain full campus operations. Provide not less than 72 hours’ notice to Owner of activities that will affect Owner’s operations in the project building(s) and other campus facilities.

12.2 Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations in a timely manner.

12.3 Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations in a timely manner.

12.3.1 Contractor shall erect temporary barricades, fences, and other measures necessary to protect campus faculty, students, staff and the general public from damage.

12.4 Entrance into Campus Buildings. Contractor entrance into campus buildings, those involved in this project work and those adjacent, is prohibited. Contractor shall not enter any building on campus unless specifically required by the project work.

12.5 COVID-19 Vaccination Requirements – The contractor is to follow current State and CDC guidelines.

‘13 Special Delegated Design Requirements:

• There is no Special Delegated Design allowed for in this project.

‘14 Other Special Conditions of Contract:

14.1 The roofing contractor shall provide references that show their primary business is roofing and have a minimum of 5 Years specializing in the specified roofing systems of one or more of the approved manufacturers. The roofing contractor shall provide proof that their company is a certified installer for

SPECIAL CONDITIONS - 10000 Page 10 of 12 the product being supplied and installed. The roof experience referenced must be of similar size, scope, and type as the proposed project. The certified installer must follow the product manufacturer’s published installation instructions. The roofing contractor must provide qualifications for the intended project superintendent. These qualifications shall be in the type of roofing system specified in this project. The job superintendent must always be on job site when work is being performed. (Per General Conditions)

14.2 Immediately following award of Contract for this work, determine sources of supply for required materials and length of time required for their delivery, including materials of subcontractors, and place order for such materials promptly.

14.3 Consult with Owner and agree on a “General Plan of Operations.” Show concisely the proposed manner the Work will be carried out. Indicate areas where work will be first begin, sequence of operations, traffic pattern for delivery of materials and equipment, etc. Once this written Plan of

Operations is agreed upon, do not deviate from this plan unless approval is secured, in writing, from the Owner.

14.4 Provide Owner with 24-hour emergency phone numbers.

14.5 Buildings associated with this project will be occupied during period of construction. Coordinate construction schedule & noisy activities (i.e. masonry through wall flashing repairs) with Owner’s class schedules. Noisy work to occur while no classes are scheduled.

14.6 Return roofing work to watertight condition prior to any inclement weather. Contractor is responsible for moisture infiltration and damage to interior of building, roofing system, and components which occurs during the demolition and construction process until final completion.

14.7 Remove debris, such as, but not limited to, the following: roofing, metal edge, loose paper, wrappers, etc., on a daily basis and in a controlled manner.

14.8 Take down ladders daily and store securely.

14.9 PROJECT MANAGEMENT AND COORDINATION

14.9.1 Digital Project Management Procedures:

14.9.1.1 Architect's Data Files Not Available: Architect will not provide Architect's CAD drawing digital data files for Contractor's use during construction.

14.9.2 PRODUCT WARRANTIES

14.9.2.1 Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract

Documents.

SPECIAL CONDITIONS - 10000 Page 11 of 12

14.9.2.1.1 Manufacturer's and Special Warranties shall be governed by the laws and regulations of the

Commonwealth of Kentucky. Should there be a conflict between warranty provisions and the laws and regulations of the Commonwealth of Kentucky, the laws and regulations of the

Commonwealth of Kentucky shall take precedence.

14.9.2.1.2 Manufacturer's Warranty: Written standard warranty form furnished by individual manufacturer for a particular product and issued in the name of the Owner or endorsed by manufacturer to Owner.

14.9.2.1.3 Special Warranty: Written warranty required by the Contract Documents to provide specific rights for Owner and issued in the name of the Owner or endorsed by manufacturer to Owner.

14.9.3 PRODUCT SELECTION PROCEDURES

14.9.3.1 Visual Selection Specification: Where Specifications include the phrase "as selected by Architect from manufacturer's full range" or a similar phrase, select a product that complies with requirements. Architect will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items.

14.10 CLIMATE DATA

14.10.1 Refer to the U.S. Department of Commerce, NOAA, Climate Data collected from the CINCINNATI

LUNKEN AP, OH US USW00093812 (Appendix A) attached immediately following these Special

Conditions for Commonwealth of Kentucky Projects as applies to the “Delay due to adverse weather conditions” paragraph in Commonwealth of Kentucky GENERAL CONDITIONS of the Contract for

Construction - General Contractor for this project.

END OF SPECIAL CONDITIONS

3. Summary of Drawings Attached: None.

C. Summary of Deletions: None.

2. ADD the "LIST OF ALLOWANCES" subparagraph to Article 8 as indicated in attached DECA Special Conditions ADDENDUM NO. 2.