D006471_Addendum 03.pdf

HUDSON VALLEY DISTRICT ADDENDUM # 03

New York State Office of Parks, Recreation and Historic Preservation Taconic Region • 9 Old Post Road, Staatsburg, New York 12580 • (845) 889-4100

Palisades Region • Palisades Interstate Parkway, Bear Mountain, NY 10911 • (845) 786-2701 Saratoga Region • 19 Roosevelt Drive, Saratoga Springs, NY 12866 • (518) 584-2535

51 TOTAL PAGES

Historic Building Restoration John Jay Homestead State Historic Site 8.03.2026 Project ID: TA-JJ-2023-01 Contract Number: D006471

General Information:

• Read All Plans, Specifications, and Addenda Carefully.

• IMPORTANT:

• Acknowledge receipt of all addenda on the bid form when submitting your bid.

• Include all items listed on Bid Forms with bid submission.

• This Addendum is part of the Contract Documents in accordance with the “Instructions to Bidders.”

• The Request for Information (RFI) due date specified in the “Notice to Bidders” has passed. No other

RFI’s may be processed.

#1: REFERENCE:

• D006471 Revised estimate ranges, bid bond and allowance amounts

• D006471 Revised GC Bid Form

#2: REFERENCE:

In accordance with State Finance Law, Section 139j, the following agency staff have been designated as contacts for this contract:

Amanda Tucker, Amanda.Tucker@parks.ny.gov – (518) 807-1884 Faith Ward, Faith.Ward@parks.ny.gov – (845) 889-3849 Amanda Maguire, Amanda.Maguire@parks.ny.gov – (518) 474-2328

Process questions (i.e. those related to the actual bidding of the project) should be directed to Faith or Amanda Maguire.

#3: Contractor Request for Information (RFI) Responses

• RFIs 09-10, 37-42, 44, 47 and 50-55 in Attached File

• RFI #56-59 to be answered in subsequent Addendum

• RFIs #11-14, 16, 18, 20, 23, and RFI 28 included in Addendum 01

• RFIs #01-08, 15, 17, 19, 21-22, 24-27, 29-36, 43, 45-46, and 48-49 included in Addendum 02

HUDSON VALLEY DISTRICT ADDENDUM # 03

New York State Office of Parks, Recreation and Historic Preservation Taconic Region • 9 Old Post Road, Staatsburg, New York 12580 • (845) 889-4100

Palisades Region • Palisades Interstate Parkway, Bear Mountain, NY 10911 • (845) 786-2701 Saratoga Region • 19 Roosevelt Drive, Saratoga Springs, NY 12866 • (518) 584-2535

#4: REFERENCE: D006471 Re-Issued Drawings

• G-100 – Repair Glossary Tags and General Notes – 1

• G-104 – General Repair Notes

• A-300 – Bedford House Exterior Elevations-1

• A-301 – Bedford House Exterior Elevations-2

• A-751 – Bedford House – Window Schedule

• E-103 – Bedford House – Electrical Power 34d Fl. Plan

• E-160 – Coachman’s House IT Plan First Floor

• E-200 – Bedford House – Electrical Lighting Bsmt. Plan

• E-201 – Bedford House – Electrical Lighting 1st Fl. Plan

• E-202 – Bedford House – Electrical Lighting 2nd Fl. Plan

• E-203 – Bedford House – Electrical Lighting 3rd Fl. Plan

• E-300 – Electrical Schedules (1 of 3)

• E-303 – Lighting Control Details

• E-304 – Lighting Control Details

#5: REFERENCE: D006471 Re-Issued Specifications

• 2120000 – Earth Moving

#6: REFERENCE: D006471 Request for Information (RFI) Log (8.03.2026)

• RFI log status as of 8.03.2026 in Attached File

#7: REFERENCE: D006471 Plan Holders Log (8.03.2026)

• Plan Holders Log as of 8.03.2026 in Attached File

ATTACHED FILES:

a. Revised Estimate Ranges, Bid Bond and Allowance Amounts

b. Revised GC Bid Form

c. RFI Responses to RFIs #09-10, 37-42, 44, 47 and 50-55

d. Re-Issued Drawings

e. Re-Issued Specifications

f. RFI Log (8.03.2026)

g. Plan Holders List (8.03.2026)

NYS Office of Parks, Recreation, & Historic Preservation Hudson Valley District, Taconic Regional Office

August 3, 2026 1

REVISED ESTIMATE RANGES, BID BOND AND ALLOWANCE AMOUNTS

General Construction Contract D006471

Estimated Range $17,145,313 to $23,196,599

Bid Bond Amount $1,008,550

Bid Bond Amount in Words One million, eight thousand, five hundred fifty dollars

Allowance $1,833,700

Allowance in Words One million, eight hundred thirty-three thousand, seven hundred dollars

Lump Sum Bid Form 06/2026 1

DETACH AND USE THIS FORM – SUBMIT ALL 6 PAGES

NEW YORK STATE OFFICE OF PARKS, RECREATION AND HISTORIC PRESERVATION

PLA LUMP SUM BID FORM

THE OFFICE OF PARKS, RECREATION AND HISTORIC PRESERVATION (PARKS) RESERVES THE RIGHT TO

REJECT ANY OR ALL BIDS. EACH BID FORM ELECTRONICALLY SUBMITTED SHALL BE ACCOMPANIED BY

A COPY OF THE BID SECURITY IN THE FORM OF A CERTIFIED CHECK OR A BANK CHECK DRAWN UPON A

LEGALLY INCORPORATED BANK OR TRUST COMPANY AND MADE PAYABLE TO THE OFFICE OF PARKS, RECREATION AND HISTORIC PRESERVATION IN THE AMOUNT STATED IN THE NOTICE TO BIDDERS. THE

PHYSICAL BID BOND MUST ACCOMPANY ANY BID PACKET THAT IS PHYSICALLY MAILED THROUGH A

CARRIER SERVICE.

EACH BID MUST INCLUDE THE FOLLOWING:

• COMPLETED ORIGINAL BID FORM

• BID BOND IN THE AMOUNT OF $1,008,550

(One Million, Eight Thousand, Five Hundred

Fifty Dollars)

• DOL CERTIFICATION

• GENDER-BASED VIOLENCE AND THE

WORKPLACE CERTIFICATION

• ALTERNATES (IF APPLICABLE)

• SEPARATE PDF CONTAINING PLA

RELATED FORMS (INCLUDING SIGNED

LETTER OF ASSENT AND LIST OF

SUBCONTRACTORS) IN ACCORDANCE

WITH THE SUPPLEMENTARY

INSTRUCTIONS TO PROPOSERS FOR PLA

Project: Location: Project Owner:

Historic Building Restoration John Jay Homestead SHS

400 Jay Street

New York State Office of Parks, Recreation and Historic Preservation

Katonah, NY

Westchester County

625 Broadway

Albany, NY 12238

Contract No. D006471

To whom it may concern:

1. The undersigned proposes to perform the Work required for this project in accordance with the Contract

Documents for the price of:

BASE BID AMOUNT (Base Bid Amount):

To be filled in by Contractor

In Words

In Numbers

+ ALLOWANCES:

To be filled in by Office of Parks, Recreation, and Historic Preservation

One Million, Eight Hundred Thirty-Three Thousand, Seven Hundred Dollars

$ 1,833,700

= TOTAL BID AMOUNT (Total entered shall be the sum of the above noted Base Bid and Allowance amounts):

To be filled in by Contractor

Lump Sum Bid Form 06/2026 2

In case of Discrepancy between the price in words and that in figures, the price in words will be considered the price bid.

2. The undersigned agrees to complete the work per phase of the Contract by the dates noted and all work no later than 550 days after the contract is approved by the State Comptroller. The Contractor agrees, in the event the Contractor fails to complete all the work on time, to pay the State liquidated damages, as stated in the General Conditions, for each day of delay (per phase) in the physical completion of work.

3. The undersigned agrees that the bid security shall become the property of the State if this bid is accepted and the bidder does not submit executed copies of the Agreement contained in the Contract Documents within ten (10) days of receipt of a written request. A performance bond and a labor and material bond, each in an amount equal to the Contract sum, shall be submitted as required with the executed agreements and shall be the statutory form of Public Bonds required by sections 136 and 137 of the State Finance

Law.

4. The undersigned hereby certifies his or her compliance with the following:

NON-COLLUSIVE / PROCUREMENT LOBBYING BIDDING CERTIFICATION

By submission of this bid, each bidder and each person signing on behalf of any other bidder certifies, and in the case of a joint bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of his or her knowledge and belief:

A. The prices of this bid have been arrived at independently without collusion, consultation, communication or agreement for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor;

B. Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor; and

C. No attempt has been made or will be made by the bidder to induce any other person, partnership or corporation to submit or not to submit a bid for the purpose of restricting competition.

D. Bidder has reviewed the enclosed Parks guidelines regarding the Procurement Lobbying Law, and understands:

a. which contacts with Parks procurement staff are considered permissible during the

“restricted period” of solicitation, and

b. the consequences of violating the statute, and the actions that would be taken by Parks in such an event

c. agrees to comply with Parks guidelines regarding the Procurement Lobby Law.

E. Within the previous four years, has the bidder been found non-responsible by a government entity? (check one)

__________ YES __________ NO

Lump Sum Bid Form 06/2026 3

F. If “yes”, was the determination of non-responsibility due to (1) engaging in impermissible contacts with a government entity, or (2) the intentional provision of false or incomplete information to a government entity? (check one)

__________ YES __________ NO

(If yes, please explain on a separate sheet.)

EO 177 CERTIFICATION

The New York State Human Rights Law, Article 15 of the Executive Law, prohibits discrimination and harassment based on age, race, creed, color, national origin, sex, pregnancy or pregnancy-related conditions, sexual orientation, gender identity, disability, marital status, familial status, domestic violence victim status, prior arrest or conviction record, military status or predisposing genetic characteristics.

The Human Rights Law may also require reasonable accommodation for persons with disabilities and pregnancy-related conditions. A reasonable accommodation is an adjustment to a job or work environment that enables a person with a disability to perform the essential functions of a job in a reasonable manner. The Human Rights

Law may also require reasonable accommodation in employment on the basis of Sabbath observance or religious practices.

Generally, the Human Rights Law applies to:

• all employers of four or more people, employment agencies, labor organizations and apprenticeship training programs in all instances of discrimination or harassment;

• employers with fewer than four employees in all cases involving sexual harassment; and,

• any employer of domestic workers in cases involving sexual harassment or harassment based on gender, race, religion or national origin.

In accordance with Executive Order No. 177, the bidder hereby certifies that it does not have institutional policies or practices that fail to address the harassment and discrimination of individuals on the basis of their age, race, creed, color, national origin, sex, sexual orientation, gender identity, disability, marital status, military status, or other protected status under the Human Rights Law.

Executive Order No. 177 and this certification do not affect institutional policies or practices that are protected by existing law, including but not limited to the First Amendment of the United States Constitution, Article 1, Section 3 of the New York State Constitution, and Section 296(11) of the New York State Human Rights Law.

N.Y. STATE FINANCE LAW § 139-l

By submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid each party thereto certifies as to its own organization, under penalty of perjury, that the bidder has and has implemented a written policy addressing sexual harassment prevention in the workplace and provides annual sexual harassment prevention training to all of its employees. Such policy shall, at a minimum, meet the requirements of Section 201-g of the Labor Law.

Lump Sum Bid Form 06/2026 4

OMNIBUS PROCUREMENT ACT OF 1992

If the total bid amount is greater than $1 million, the bidder and each person signing on behalf of the bidder certifies:

1. the bidder has made reasonable efforts to encourage the participation of New York State Business

Enterprises as suppliers and subcontractors, including certified minority and women-owned business enterprises, on this project, and has retained the documentation of these efforts to be provided upon request to the State;

2. the bidder has complied with the Federal Equal Opportunity Act of 1972 (P.L. 92-261), as amended;

3. the bidder agrees to make reasonable efforts to provide notification to New York State residents of employment opportunities on this project through listing any such positions with the Job Service Division of the New York State Department of Labor; or providing such notification in such manner as is consistent with existing collective bargaining contracts or agreements. The bidder agrees to document these efforts and to provide said documentation to the State upon request; and

4. the bidder acknowledges notice that New York State may seek to obtain offset credits from foreign countries as a result of this contract and agrees to cooperate with the State in these efforts.

PUBLIC BUILDING LAW § 8(6)

Pursuant to Public Building Law § 8(6), any contracts over $5,000 for the work of construction, reconstruction, alteration, repair, or improvement of any State building, a responsible and reliable NYS-certified Minority or

Women-Owned Business Enterprise that submits a bid within ten percent of the lowest bid will be deemed the apparent low bidder provided that the bid is $1,737,918 or less (maximum amount has been adjusted for inflation effective January 1, 2026). If more than one responsible and reliable MWBE firm meets the requirements, the

MWBE firm with lowest bid will be deemed the apparent low bidder.

LABOR LAW § 8(220-i)

Newly established subsection 220-i to NYS Labor Law Article 8 requires contractors and subcontractors to register with the Bureau of Public Work and Prevailing Wage Enforcement for public work. This registration must be completed prior to bidding on public work projects covered under Article 8 of Labor Law. The effective date of the registration requirement was December 30, 2024. Bidders must prove they are registered at the time of bid opening by submitting a digital copy of their company’s registration certificate with their bid. Failure to provide the registration certificate at bid opening will result in automatic disqualification. The apparent low bidder will also be required to provide copies of valid registration certificates for all subcontractors appearing on their approved Utilization Plan.

GENDER-BASED VIOLENCE AND THE WORKPLACE CERTIFICATION

Effective November 5, 2025 - Pursuant to New York State Finance Law §139-M, all bidders on competitive state procurements are required to certify that they maintain a written policy addressing gender-based violence in the workplace. (Please review the form for details regarding minimum requirements.) Each bid submission must include a signed and completed copy of the certification form.

If an organization is unable to make the certification, a signed statement explaining the reason must be submitted with the bid. Failure to include the completed form or explanatory statement with the bid submission will result in disqualification.

Lump Sum Bid Form 06/2026 5

ADDENDUM LISTING

The undersigned acknowledges receipt of the following numbered addenda to the Contract Documents:

The undersigned has carefully examined the bidding and Contract Documents and agrees to perform this Contract and to provide all goods and / or services, labor, material and equipment necessary for this Contract. In addition, the bidder certifies that all information submitted regarding the Procurement Lobbying Law is complete, true and accurate. If any information is found to be intentionally false or intentionally incomplete, Parks reserves the right to terminate the resulting Contract by providing written notification to the Contractor in accordance with the written notification terms of the Contract.

Date: ___________________ Signature: ___________________________________________

Print Name: __________________________________________

Title: _______________________________________________

Company Name: _____________________________________________________________________________

Street Address: ______________________________________________________________________________

City / State / Zip: _____________________________________________________________________________

Mailing Address: _____________________________________________________________________________ (If different from Street Address)

Federal I.D. #: _______________________________ Telephone #: ____________________________

SFS I.D. #: __________________________________

(An SFS I.D. # is not required to submit a bid, but will be required to be awarded the Contract)

Company holds New York Certification as a Minority and Women-Owned Business Enterprise: __Yes __No

Company holds New York Certification as a Service-Disabled Veteran-Owned Business Enterprise: __Yes __No

Lump Sum Bid Form 06/2026 6

If a bidder is a corporation, indicate officers below; if a bidder is a firm, indicate members below; if a bidder is a partnership, indicate partners below:

Name Legal Residence

(President / Member / Partner)

(Vice President / Member / Partner)

(Secretary / Member / Partner)

(Treasurer / Member / Partner)

NYS Office of Parks, Recreation and Historic Preservation Taconic Region

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Historic Building Restoration at John Jay Homestead State Historic Site

Contract Number: D006471

Request From: Andre Badolato.

Reply Email Address: abadolato@androncc.com

Email Request to :Amanda Tucker, Amanda.Tucker@parks.ny.gov

Request Number: 09 Date: .7-8-26

Spec Section No.: . Drawing No: E-202

Remarks:

Question: Can a section cut be provided showing construction of the attic space above the ballroom? Where are the RD’s shown being installed with relation to the attic floor? How are they being supported? Same question applies to the F18 fixtures.

Is ceiling upset required (at sloped ballroom ceilings) to install the feeds between the RD’s and the junction boxes shown. How are they being run, and what is supporting these feeds? We assume the junction boxes are being placed AT the Type F6 fixtures in the ballroom, confirm please.

The F1, F10A fixtures in Rooms 204, 201, 202, 205, 214, 213, 216 do not appear to be circuited.

What is their power source(s)?

Where is LCP4, some lights are circuited to that source?

Answer:

Company: Landmark Facilities Group Response:

Drawing A-502 may provide the best perspective of the attic over the ballroom. The remote drivers (RD) and F18 fixtures may be mounted on or using the joists using necessary means.

The use of MC cable is permitted to avoid disturbance to the ceiling if possible. The junction box locations are approximate and actual location of terminations should be coordinated with the architect and in the field.

Power sources for the F1 and F10A fixtures on the second floor are via the Vive lighting control system which can obtain power from Panel P3.

Panel LCP4 does not exist. Junction boxes for owner furnished fixtures should be wired to a single zone on the lighting control system.

Company: Beyer Blinder Belle Architects & Planners Response:

Refer to response by Landmark Facilities Group.

06/2025 OPR 103

mailto:Amanda.Tucker@parks.ny.gov

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Historic Building Restoration at John Jay Homestead State Historic Site

Contract Number: D006471

Request From: Andre Badolato.

Reply Email Address: abadolato@androncc.com

Email Request to :Amanda Tucker, Amanda.Tucker@parks.ny.gov

Request Number: 10 Date: .7-8-26

Spec Section No.: . Drawing No: A-701

Remarks:

Question: Detail 1 on A-701 indicates to replace pulleys typical, to restore operation of window.

Does this apply to ALL Type A windows? The current operational state of each window is unknown.

Detail 2 on A-702 indicates to provide a new sash weight, to restore window operation. Does this apply to ALL Type A Windows?

Answer:

Company: Beyer Blinder Belle Architects & Planners Response:

The pulley and sash weight replacement details indicated do not apply to all Type A windows.

These details are not applicable to windows identified as "No Work" in the Window Schedule.

Refer to the Window Schedule for the required level of restoration, including locations where sash cords/ropes are to be replaced. The Contractor shall verify existing field conditions for all windows within the restoration scope. Refer to the estimated additional repairs on Drawing G-

104. DW-R1 will be revised to read:

"Allow for replacing chain, pulley, and weight system from 25 windows."

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Historic Building Restoration at John Jay Homestead State Historic Site

Contract Number: D006471

Request From: Andre Badolato.

Reply Email Address: abadolato@androncc.com

Email Request to :Amanda Tucker, Amanda.Tucker@parks.ny.gov

Request Number: 37 Date: 7-15-26

Spec Section No.: Drawing No: C-100

Remarks:

Question: Please clarify extent of work associated with the note on C-100, “Underground gutter system to be cleaned and inspected”. What are these gutters made of? Is this referring to the underdrain that roof leaders are tying into? Please define the limits of the piping that need to be inspected, so we can quantify this scope.

Answer:

Company: CHA Consulting Response:

The note on Drawing C-100 refers to the existing underground roof drainage piping associated with the building gutters. The length, size, material, routing, and condition of the piping are unknown and have not been verified. No additional information is available regarding the limits of the system. For bidding purposes, the Contractor shall assume that up to 300 linear feet of existing underground roof drainage piping will require cleaning and inspection.

Company: Beyer Blinder Belle Architects & Planners Response:

See response by CHA Consulting.

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Historic Building Restoration at John Jay Homestead State Historic Site

Contract Number: D006471

Request From: Andre Badolato.

Reply Email Address: abadolato@androncc.com

Email Request to :Amanda Tucker, Amanda.Tucker@parks.ny.gov

Request Number: 38 Date: 7-15-26

Spec Section No.: Drawing No: E-160

Remarks:

Question: Please identify routing of the (2) Fiber Optic Strands running between Coachman House and Carriage Barn, including routing within buildings. Specify wall and ceiling finishes that will have to be cut and patched to run these feeds. Site hardscape may also be upset, depending on routing.

What are the wall and ceiling finishes in the Coachman’s House, these finishes will have to be upset to provide wiring from outlets back to IT rack shown. Can this wiring be run surface mounted in conduit?

Company: Landmark Facilities Group Response:

The fiber optic line between the Coachman's House and Carriage House is out of the scope.

The preferred method of conduit routing should be through the basement where possible and surface mounted if needed.

Company: Beyer Blinder Belle Architects & Planners Response:

Refer to response by Landmark Facilities Group. Where basement routing is not possible at Coachman's, surface-mounted conduit is acceptable.

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Historic Building Restoration at John Jay Homestead State Historic Site

Contract Number: D006471

Request From: Andre Badolato.

Reply Email Address: abadolato@androncc.com

Email Request to :Amanda Tucker, Amanda.Tucker@parks.ny.gov

Request Number: 39 Date: 7-15-26

Spec Section No.: Drawing No: A-751 and Building Elevations

Remarks:

Question:

Windows 142, 228, 229, 230 have no current shutters shown on building elevations, show a dashed line where shutters would be installed, but do NOT show the DW-R4 note. Clarify shutter scope.

Windows 124, 125, 126, 231, 301, 302 have no current shutters shown on building elevations, there is NO dashed line where shutters would be installed, BUT the DW-R4 note is shown. Clarify shutter scope.

Windows 146, 200, 201, 202, 203, 204, 217, 218, 219, 220, 221, 222, 223, 224, 225 have EXISTING shutters shown on building elevations, show a dashed line around the shutters, and DW-R4 is not shown. Clarify shutter scope.

Windows 135, 136, 143, 226, 227, 309, 310 have no current shutters shown on building elevations, show a dashed line where shutters would be installed, and show the DW-R4 note.

Clarify shutter scope.

Window 205 has existing shutters shown on building elevations, no dashed line shows where shutters would be installed, and the DW-R4 note is shown. Clarify shutter scope.

Company: Beyer Blinder Belle Architects & Planners Response:

• At windows 142 and 229, replace (1) missing shutter and maintain (1) existing shutter at each window. At windows 228 & 230, window shutters are existing to remain.

• At windows 124, 125, and 126, no new shutters to be provided. Prep, prime and paint existing metal shutter anchors at these windows, (4) per window. No new shutters to be provided at window 231. Window 301 has existing shutters to remain. Provide (2) new shutters at window 302.

• Windows 146, 202, 203, 204, and 217 through 225 have shutters existing to remain.

Relocate (1) existing shutter from 200 to 201. Provide (2) new shutters to match existing at window 200.

• Provide (2) new shutters for each window 135 and 136. Window 143 has (1) shutter to remain, no other shutters to be provided at window. Relocate (1) shutter from the right side of window 227 to the right side of window 226. No additional shutters at these windows. No new shutters to be provided at windows 309 and 310.

• Provide (2) new shutters at window 205 as indicated.

• Note: All existing window shutters to remain to be prepared, primed and painted. For clarity, exterior elevations sheets will be re-issued with revisions. In addition to clarifying shutter scope, the storm window scope will be revised on elevations for coordination with window schedule.

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Historic Building Restoration at John Jay Homestead State Historic Site

Contract Number: D006471

Request From: Andre Badolato.

Reply Email Address: abadolato@androncc.com

Email Request to :Amanda Tucker, Amanda.Tucker@parks.ny.gov

Request Number: 40 Date: 7-15-26

Spec Section No.: Drawing No: A-751 and Building Elevations

Remarks:

Question:

Windows 101, 102, 103, 104, 105, 106, 107, 109, 110, 111, 112, 113, 117, 118, 119, 120, 121, 122, 124, 126, 134, 137, 142, 146, 217, 218, 224, 225, 226, 227 all show “No Work” in the Work Level Column of The Window Schedule on A-751, but the Building Elevations call for DW-R1 repairs (see G-100) which represents considerable scope of work. Which is correct? And which level of repair (Level 1 or 2) is required at these windows, if repair is required?

A-751 shows 9 windows receiving Level 1 repair, 35 windows receiving Level 2 repair, for a total of 44 windows being repaired (see Window Level Repair Notes). There are 85 windows per the elevations requiring DW-R1 repair per G-001. Clarify scope required at the windows on the building elevations that show DW-1 repair, but do not show a repair level on A-751.

Response:

Windows identified as "No Work" in the Window Schedule still require preparation, priming, and painting of the exterior of the window and the entire shutter. No Level 1, Level 2, or Level 3 repair is required at these windows. Refer to the Comments section of the Window Schedule for any additional notes.

Repair condition DW-R1 on Drawing G-100 will be revised to clarify the finish scope applicable to windows designated "No Work."

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Historic Building Restoration at John Jay Homestead State Historic Site

Contract Number: D006471

Request From: Andre Badolato.

Reply Email Address: abadolato@androncc.com

Email Request to :Amanda Tucker, Amanda.Tucker@parks.ny.gov

Request Number: 41 Date: 7-15-26

Spec Section No.: Drawing No: A-701, A-702

Remarks:

Question:

Details for Windows show new pulleys and sash weights. Is this true for ALL windows that are not scheduled as new (Level 3 Repair code)?

Response:

No. Replacement of pulleys and sash weights varies by the level of window restoration. For Level 3 Repair windows (new sash replacements), provide new chains, pulleys, and sash weights as required to restore window operation.

For Level 1 and Level 2 repairs, refer to RFI #10 for additional clarification regarding the chain, pulley, and sash weight system. The Contractor shall verify existing field conditions and apply the estimated additional repair quantities where required to restore window operation.

For clarity, Level 1 Note 1.g will be revised to remove "allow for 5 in Level 1," and Level 2 Note 1.k will be revised to remove "allow for 20 in Level 2." Refer to the Estimated Additional Repairs on Drawing G-104, as clarified in RFI #10.

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Historic Building Restoration at John Jay Homestead State Historic Site

Contract Number: D006471

Request From: Andre Badolato.

Reply Email Address: abadolato@androncc.com

Email Request to :Amanda Tucker, Amanda.Tucker@parks.ny.gov

Request Number: 42 Date: 7-15-26

Spec Section No.: Drawing No: M-001

Remarks:

Question: M-001 has a drawing list that includes two M-110 drawings and an M-170 drawing.

Confirm that these are NOT included in the contract set currently, but need not be included in this bid. Confirm the proper M Series drawings are as listed on Drawing G-001.

Response:

Correct, both M-110's and M-170 are not part of the bid package and can be disregarded.

Company: Beyer Blinder Belle Architects & Planners

Refer to response by Landmark Facilities Group.

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Historic Building Restoration at John Jay Homestead State Historic Site

Contract Number: D006471

Request From: Andre Badolato.

Reply Email Address: abadolato@androncc.com

Email Request to :Amanda Tucker, Amanda.Tucker@parks.ny.gov

Request Number: 44 Date: 7-15-26

Spec Section No.: Drawing No: G-101

Remarks:

Question:

Reference Note 2 on P-R1 code on G-101, does the bonding agent and skim coat need to be applied at ONLY the locations where plaster has been REPAIRED per codes P-R2 thru P-R9, or over ALL EXISTING PLASTER WALLS AND CEILINGS? Clarify extent of P-R1 work required beyond the additional P-R1 quantity shown on G-104.

Response:

Prior to commencing interior restoration work, the Contractor shall complete and submit the required inspection and hands-on survey in accordance with Note 8 on Drawing G-100.

Following acceptance of the survey, the Architect will identify the locations where P-R1 shall be applied. P-R1 work is limited to the Estimated Additional Repair quantity identified on Drawing G-104 and is not required over all existing plaster walls and ceilings. The Estimated Additional Repair quantity for P-R1 on Drawing G-104 will be revised from 4,500 SF to 7,000 SF.

For repairs P-R2 through P-R9, provide the treatment indicated on the Bid Documents.

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Historic Building Restoration at John Jay Homestead State Historic Site

Contract Number: D006471

Request From: Andre Badolato.

Reply Email Address: abadolato@androncc.com

Email Request to :Amanda Tucker, Amanda.Tucker@parks.ny.gov

Request Number: 47 Date: 7-20-26

Spec Section No.: 096816 Drawing

Remarks:

Question: None of the historic carpet and floor cloth installers listed in Spec Section 096816 are union installers (required per the PLA). Also, we called Brian Grosvenor, one of the contractors listed and his comment was “I don’t bid work, have the State hire me direct”. Others on the list have also declined to quote the work. We respectfully request that this installation scope of work be removed from the contract scope, as we cannot obtain pricing for it, and this is work that we cannot purchase through standard commercial carpet installers.

Response:

Installation of the historic carpet and floor cloth shall remain within the Contract scope. Refer to the previously issued Project Labor Agreement (PLA) clarification in RFI #28. In accordance with the Owner's interpretation of the PLA, if the applicable unions cannot provide qualified employees for this specialty work, the Contractor may obtain qualified specialty installers from other available sources in accordance with the PLA procedures. No change to the Contract Scope.

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Historic Building Restoration at John Jay Homestead State Historic Site

Contract Number: D006471

Request From: Andre Badolato.

Reply Email Address: abadolato@androncc.com

Email Request to :Amanda Tucker, Amanda.Tucker@parks.ny.gov

Request Number: 50 Date: 7-20-26

Spec Section No.: Drawing

Remarks:

Question:

Reference last two lines in RFI Response #20. Since the suitability of soil is undetermined at time of bid, FOR BIDDING PURPOSES, what CY of soil can we use as suitable? Because if it’s not enough to meet the grades shown on drawings, we will have to IMPORT material, at our expense.

Company: CHA Consulting Response:

For bidding purposes, bidders shall assume that all fill required to complete the work will be imported. The suitability of on-site soils for reuse cannot be determined in advance and will depend on the characteristics of the material encountered during construction and the results of required testing. Material determined to be suitable for reuse and approved by the Engineer may be incorporated into the work. If suitable on-site material is encountered and approved for reuse, an appropriate credit may be provided. Specification Section 312000.3.2B will be revised to replace the word "shall" with "may" regarding the reuse of suitable on-site materials.

Company: Beyer Blinder Belle Architects & Planners

Refer to response by CHA Consulting.

Harry Judge of Distinctive Cabinetry, LLC hjudge@nycap.rr.com

1 7/21/20226

060312 A-751

For level 1 sash restoration, will removal of all paint, as in level 2 be permitted? (our methodology is more efficient this way. Removing existing glazing, without stripping the paint is more expensive.)

OPRHP 51

Company: Beyer Blinder Belle Architects & Planners, Katrina Knudsen

Response:

For level 1 sash restoration for windows, removal of paint per level 2 is acceptable if it does not increase the cost.

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Historic Building Restoration at John Jay Homestead State Historic Site

Contract Number: D006471

Request From: Andre Badolato.

Reply Email Address: abadolato@androncc.com

Email Request to :Amanda Tucker, Amanda.Tucker@parks.ny.gov

Request Number: 51 OPRHP 52 Date: 7-24-26

Spec Section No.: 235216 Drawing M-105, M-301

Remarks:

Question: Spec 235216 and the HVAC schedule on M-301 indicate natural gas fired boilers, but there is no new gas piping shown on M-105. How are these boilers served with natural gas?

Response:

The boilers are propane fired, not natural gas. The propane tank and propane piping to the boiler room is existing.

Company: Beyer Blinder Belle Architects & Planners

Refer to response by Landmark Facilities Group.

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Historic Building Restoration at John Jay Homestead State Historic Site

Contract Number: D006471

Request From: Andre Badolato.

Reply Email Address: abadolato@androncc.com

Email Request to :Amanda Tucker, Amanda.Tucker@parks.ny.gov

Request Number: 52 OPRHP 53 Date: 7-24-26

Spec Section No.: 040300 Drawing: A-300, A-301

Remarks:

Question: Reference Spec 040300-3.18. Is this mineral coating ONLY at the M-R6 code designation at the building elevations referenced, or at ALL exterior stone on the exterior façade? Please confirm product to be used is listed in Spec 040300-2.5.B.

Response:

We will disregard M-R6 reference, as M-R6 is for Masonry Repointing.

The intent is not to paint all exterior stone, paint only to be located at areas indicated in documents. Refer to product in Specification 040300 Part 2.5.B for vapor-permeable paint coating.

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Historic Building Restoration at John Jay Homestead State Historic Site

Contract Number: D006471

Request From: Andre Badolato.

Reply Email Address: abadolato@androncc.com

Email Request to :Amanda Tucker, Amanda.Tucker@parks.ny.gov

Request Number: 53 OPRHP 54 Date: 7-24-26

Spec Section No.: Drawing: A-300, A-301, A-751

Remarks:

Question: ALL third floor windows on the window schedule are Level 3 repair (new window), but the Building Elevations show all of them with a DW-R1 repair code implying existing to remain.

Which is correct?

Also, all Head, Jamb, and Sill Details referenced on the window schedule for these windows at the 3rd floor show a repaired frame (see A-701 and A-702). Are we repairing the existing frame and just replacing sashes with new, or are frames new as well?

Clarify scope of work at 3rd floor windows please.

Response:

DW-R1 identifies the general window restoration scope for existing windows. The required Work Level for each individual window is indicated in the Window Schedule on Drawing A-751 and governs the extent of work.

The head, jamb, and sill details on Drawings A-701 and A-702 illustrate the typical window configuration. The Window Schedule governs the required Work Level at each opening. Where Work Level 3 is indicated, replace the window assembly, including the frame, in accordance with the Bid Documents.

To clarify, DW-R1 on Drawing G-100 will be revised to add the following note:

"Refer to the Window Schedule for locations where windows are to be replaced under Work Level 3."

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Historic Building Restoration at John Jay Homestead State Historic Site

Contract Number: D006471

Request From: Andre Badolato.

Reply Email Address: abadolato@androncc.com

Email Request to :Amanda Tucker, Amanda.Tucker@parks.ny.gov

Request Number: 54 OPRHP 55 Date: 7-24-26

Spec Section No.: Drawing: SP-100 thru SP-103

Remarks:

Question:

Per "Scope of Work" note 2 on drawings SP-100 thru SP-103, "In areas where ceilings are being finished (entire historic core and west porch), lower mist nozzles to accommodate ceiling work and reinstall/adjust mist nozzles when ceiling work is complete".

Submitted with this RFI is a detail reflecting typical head install configuration; since these heads are flush with the ceiling the spray adapter itself is recessed & inaccessable without opening up the ceiling. Even if we were to open the ceiling to lower the drops, to restore them the ceiling would need to be opened again, defeating the purpose of the plaster restoration. We consulted with the manufacturer and confimed there is no way to lower these drops without removing the spray head adapter

We worked with the Marioff to come up with alternate ways of accomplishing this scope, please confirm which of these is acceptable:

Option #1: Remove each sprinkler/spray head & plug spray head adapter outlet. Upon completion of plastering, Re-install each spray/sprinkler head.

Option #2: Leave spray heads in place during plastering, and upon completion of plastering replace all spray/sprinkler heads with with new (assuming plaster/dust/residue from ceiling restoration is present on spray/sprinkler heads).

The intent of the note 2 is met by Option #1.

Company: Beyer Blinder Belle Architects & Planners

Refer to the response by Landmark Facilities Group. Option #1 is acceptable.

EACH REPAIR RECOMMENDATION IS IDENTIFIED WITH A UNIQUE CODE

USING THE FOLLOWING FORMAT:

RESTORATION LEGEND:

X-R#

BASE MATERIAL:

C - CONCRETE / STUCCO

M - MASONRY

P - PLASTER

R - ROOF

W - WOOD

DW - DOOR/WINDOW

TREATMENT:

R - REPAIR

UNIQUE WORK

IDENTIFICATION

NUMBER

Project Number:

DATE

Sheet Title

9 8 7 6 5 4 3 2 1

9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

I

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER TO ALTER THIS DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE AND ARCHITECT'S/ENGINEER'S

SIGNATURE. COPYRIGHT © 2015

Governor Kathy Hochul Commissioner Pro Tempore Randy Simons

Drawing Number

Seal and Signature

Key Plan

Project Title:

Project Location:

NYS OPRHP Taconic Region

9 Old Post Rd, PO Box 308 Staatsburg, NY 12580

(845) 889 - 4100

Regional Director: Linda Cooper Capital District Manager: Garrett Jobson

Approved By:

Checked By:

Design By

Drawn By:

REVISIONS

Architectural Consultant

BEYER BLINDER BELLE ARCHITECTS & PLANNERS

120 BROADWAY, 20TH FLOOR, NEW YORK, NY 10271

Sheet:

of

6/15/2026

7/

/2

5:

:3

P

M

TA-JJ-2023-001

G-100

REPAIR GLOSSARY

TAGS AND

GENERAL NOTES -

Structural Consultant

THORNTON TOMASETTI

MEP / FP / IT Consultant

LANDMARKS FACILITIES GROUP

Civil Consultant

CHA CONSULTING, INC.

Landscape Consultant

RHODESIDE HARWELL LANDSCAPE ARCHITECTURE

Lighting Consultant

HLB LIGHTING

Signage Consultant

LVCK - A BEYER BLINDER BELLE STUDIO

John Jay Homestead Historic Building Restoration

400 Jay Street, Katonah NY 10536

120 BROADWAY, 15TH FLOOR, NEW YORK, NY 10271

RWS

MK

GCV

GCV

252 EAST AVENUE, NORWALK, CT 06855

3 WINNERS CIRCLE, PO BOX 5269, ALBANY, NY 12205

347 WEST 36TH STREET, SUITE 1201, NEW YORK, NY 10018

38 EAST 32ND STREET, 11TH FLOOR, NEW YORK, NY 10016

120 BROADWAY, 20TH FLOOR, NEW YORK, NY 10271

C-R1

CEMENT - CRACK REPAIR AT STUCCO

RECOMMENDED TREATMENT:

1. PRESSURE-WASH CRACKS TO REMOVE ALL LOOSE DEBRIS, FOLLOWED BY

BLOWING WITH FILTERED, DRY, COMPRESSED AIR. PRESSURE-WASH NOT

TO EXCEED 500 PSI.

2. PRESSURE-INJECT CRACKS USING APPROVED INJECTION GROUT.

3. REFER TO SPECIFICATION SECTION 090120 "RESTORATION TREATMENT FOR

HISTORIC PLASTER AND STUCCO" FOR MORE INFORMATION.

4. REFER TO SHEET G-104 FOR ESTIMATED ADDITIONAL QUANTITIES.

M-R1

MASONRY - REMOVE PAINT COATINGS AND REFINISH

M-R2

MASONRY - STONE CRACK REPAIR

TYPICAL CONCRETE CRACK

RECOMMENDED TREATMENT:

1. REMOVE EXISTING COATING(S) FROM MASONRY USING APPROVED PAINT

STRIPPER.

2. REPOINT AT AREAS OF MISSING MORTAR PRIOR TO CLEANING TO MINIMIZE

THE POSSIBILITY OF WATER INFILTRATION.

3. CLEAN MASONRY USING APPROVED MASONRY CLEANER.

4. REPLACE DAMAGED MASONRY UNITS PER M-R7.

5. RAKE OUT AND REPOINT MASONRY PER M-R6.

6. PREP, PRIME AND PAINT FULL MASONRY SURFACE USING APPROVED VAPOR-

PERMEABLE COATING.

7. REFER TO SPECIFICATION SECTION 040300 "RESTORATION TREATMENT AND

CLEANING FOR HISTORIC MASONRY" FOR MORE INFORMATION.

8. REFER TO SHEET G-104 FOR ESTIMATED ADDITIONAL QUANTITIES.

RECOMMENDED TREATMENT:

1. REMOVE SOIL, LOOSE PARTICLES, MORTAR AND OTHER DEBRIS OR FOREIGN

MATERIAL FROM SURFACE OF THE STONE.

2. PROVIDE 1/4-INCH STAINLESS STEEL THREADED PINS SET INTO 1/4-INCH

DIAMETER HOLES DRILLED AT A 45-DEGREE DOWNWARD ANGLE THROUGH

FACE OF STONE.

3. CENTER AND SPACE PINS 3 TO 5 INCHES APART AND AT LEAST 2 INCHES

FROM ANY EDGE.

4. COUNTERSINK EACH PIN AT LEAST 3/4-INCH FROM EXPOSED FACE OF STONE

AND PROVIDE PATCH REPAIR TO CONCEAL PIN USING APPROVED PATCH

MATERIAL.

5. REFER TO SPECIFICATION SECTION 040300 "RESTORATION TREATMENT AND

CLEANING FOR HISTORIC MASONRY" FOR MORE INFORMATION.

6. REFER TO SHEET G-104 FOR ESTIMATED ADDITIONAL QUANTITIES.

TYPICAL DETERIORATION AT PAINTED BRICK MASONRY TYPICAL CRACKED MASONRY AT EXTERIOR

C-R2

CEMENT - PATCH REPAIR DETERIORATED STUCCO

TYPICAL DETERIORATED STUCCO

RECOMMENDED TREATMENT:

1. REMOVE ALL EXISTING STUCCO/PARGING USING HAND TOOLS.

2. CLEAN ALL NEWLY EXPOSED MASONRY WITH WATER USING A LOW-PRESSURE

WASHER AND MILD MASONRY CLEANER.

3. AT NEWLY-EXPOSED MASONRY BACKUP - REPOINT DAMAGED OR MISSING

JOINTS WITH APPROVED MORTAR.

4. REPLACE DAMAGED OR MISSING MASONRY UNITS. NEW UNITS TO MATCH

EXISTING.

5. PROVIDE NEW STUCCO IN A PROFILE TO MATCH EXISTING, USING APPROVED

MATERIAL

6. REFER TO SPECIFICATION SECTION 090120 "RESTORATION TREATMENT FOR

HISTORIC PLASTER AND STUCCO" FOR MORE INFORMATION.

7. REFER TO SHEET G-104 FOR ESTIMATED ADDITIONAL QUANTITIES.

C-R3

CEMENT - REFINISH EXISTING STUCCO

RECOMMENDED TREATMENT:

1. CONFIRM THICKNESS AND COMPOSITION OF HISTORIC STUCCO BASED ON

THE RESULTS OF TESTING.

2. AFTER ALL REPAIRS ARE COMPLETE - PREP, PRIME AND PAINT USING

APPROVED VAPOR-PERMEABLE COATING.

3. REFER TO SPECIFICATION SECTION 090120 "RESTORATION TREATMENT FOR

HISTORIC PLASTER AND STUCCO" FOR MORE INFORMATION.

4. REFER TO SHEET G-104 FOR ESTIMATED ADDITIONAL QUANTITIES.

TYPICAL PAINTED CEMENT PARGING AT WEST PORCH

GENERAL RESTORATION NOTES:

1. JOHN JAY HOMESTEAD IS A NATIONAL HISTORIC LANDMARK, ON THE

NATIONAL REGISTER OF HISTORIC PLACES AND IN THE NEW YORK STATE

REGISTER OF HISTORIC PLACES.

2. THE HISTORICAL AND ARCHITECTURAL SIGNIFICANCE OF THE SITE AND ITS

BUILDINGS REQUIRE PARTICULAR CARE WHEN INTERVENING WITH EXISTING

FABRIC TO ENSURE RESTORATION WORK AND THE CONSTRUCTION OF NEW

INTERVENTIONS ARE OF APPROPRIATE QUALITY, USING MATERIALS THAT ARE

COMPLETELY COMPATIBLE WITH EXISTING MATERIALS TO REMAIN, AND

UNDERTAKEN WITH APPROPRIATE CARE FOR THE HISTORIC FABRIC.

3. SCOPE OF WORK AS SHOWN AND SPECIFIED, SHALL BE IN ACCORDANCE WITH

THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, INCLUDING BUT NOT

LIMITED TO GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 01

SPECIFICATIONS SECTIONS.

4. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND

SERVICES REQUIRED TO COMPLETE THE WORK AS SHOWN ON DRAWINGS, AS

DESCRIBED IN THIS SECTION, AND AS MAY BE REQUIRED BY CONDITIONS AND

AUTHORITIES.

5. SPECIALTY RESTORATION CONTRACTORS SHALL MEET ALL QUALIFICATIONS

OUTLINED IN THE RESTORATION TREATMENT SPECIFICATIONS, INCLUDING

QUALIFICATIONS FOR PROJECT MANAGER, FOREMEN, AND SKILLED

WORKMEN. QUALIFICATIONS MAY BE SUBJECT TO REVIEW AND ACCEPTANCE

BY CLIENT, ARCHITECT AND CONSTRUCTION MANAGER.

6. ALL SPECIALTY RESTORATION CONTRACTORS SHALL ATTEND PRE-

CONSTRUCTION CONFERENCES TO CONFIRM SPECIALTY RESTORATION

SCOPES OF WORK.

7. PRE-CONSTRUCTION DOCUMENTATION:

PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL FULLY DOCUMENT

EXISTING CONDITIONS OF ALL SPACES WITHIN THE SCOPE OF WORK AND

SUBMIT DOCUMENTATION FOR REVIEW AND ACCEPTANCE BY CLIENT,

ARCHITECT AND CONSTRUCTION MANAGER BEFORE MOBILIZING INTO THE

SPACE. DOCUMENTATION SHALL INCLUDE BUT NOT NECESSARILY BE LIMITED

TO:

a. A HIGH-RESOLUTION, 360-DEGREE DIGITAL PHOTOGRAPHIC SURVEY/SCAN

OF ALL SPACES WITHIN THE SCOPE OF WORK. DIGITAL SURVEY/SCAN

SHALL CLEARLY SHOW ALL EXPOSED SURFACES OF WALLS, CEILINGS AND

FLOORS AT EACH SPACE, INCLUDING CLOSET INTERIORS AND ALLOW FOR

SEAMLESS VIRTUAL NAVIGATION FROM ROOM TO ROOM.

• CONTRACTOR SHALL VISIT THE SITE WITH THE CLIENT PRIOR TO

STARTING THE SURVEY/SCAN WORK TO ENSURE ALL WORK SURFACES

ARE VISIBLE AND FREE OF OBSTRUCTIONS WHICH MAY IMPEDE CLEAR

DOCUMENTATION OF ALL AREAS WITHIN THE SCOPE OF WORK.

b. REQUIREMENTS DESCRIBED IN SPECIFICATION SECTION 013591 "HISTORIC

TREATMENT PROCEDURES"

c. REQUIREMENTS DESCRIBED IN SPECIFICATION SECTION 020342 "REMOVAL

AND SALVAGE OF HISTORIC CONSTRUCTION MATERIALS".

8. INSPECTION AND HANDS-ON SURVEY:

PRIOR TO STARTING THE WORK - SPECIALTY RESTORATION CONTRACTORS

SHALL SURVEY HISTORIC MATERIALS AND SUBMIT A SCHEDULE OF REPAIRS

AND REPLACEMENT NOTING ANY DISCREPANCIES BETWEEN THE RESULTS OF

CONTRACTOR'S SURVEY AND THE SCOPE OF WORK INDICATED IN THE

CONTRACT DOCUMENTS.

RESULTS OF THE CONTRACTOR’S SURVEY SHALL BE CLEARLY

COMMUNICATED TO CLIENT, ARCHITECT AND CONSTRUCTION MANAGER AND

FORM PART OF THEIR RESPECTIVE RESTORATION QUALITY CONTROL PLAN.

SEE RESTORATION TREATMENT SPECIFICATIONS FOR MORE INFORMATION.

SURVEY SHALL BE SUBJECT TO REVIEW AND ACCEPTANCE BY CLIENT,

ARCHITECT, AND CONSTRUCTION MANAGER.

9. MATERIALS ANALYSIS: SPECIALTY RESTORATION CONTRACTORS SHALL BE

RESPONSIBLE FOR SAMPLING AND TESTING OF HISTORIC MATERIALS TO

DETERMINE TYPE OF MATERIAL AND COMPOSITION, AS WELL AS PROPOSED

REPLICATION, E.G. HISTORIC MORTAR, STUCCO, PAINT, ETC.

MATERIAL ANALYSIS SHALL BE SUBJECT TO REVIEW AND ACCEPTANCE BY

CLIENT, ARCHITECT, AND CONSTRUCTION MANAGER.

10. TESTING:

PRIOR TO PROVIDING MOCKUPS, THE HISTORIC TREATMENT CONTRACTORS

SHALL ESTABLISH SMALL SCALE TESTING IN THE FIELD TO DETERMINE

EXISTING SUBSTRATE, CLEANING METHODS AND REFINISHING METHODS ON

REPRESENTATIVE HISTORIC MATERIALS OF EACH TYPE IN THE SCOPE OF

WORK FOR COMPLIANCE WITH SPECIFIED REQUIREMENTS AND AS DIRECTED

BY ARCHITECT. THE GOAL OF THE TESTING SHALL BE TO IDENTIFY PRODUCT

AND METHOD OPTIONS THAT ARE LEAST DELETERIOUS BUT MOST EFFECTIVE

FOR EACH REQUIRED TREATMENT.

a. TESTING TO BE REPEATED AS NECESSARY, ADJUSTING METHODS AND

PROCEDURES, UNTIL REVIEWED AND ACCEPTED BY CLIENT,

PRESERVATION ARCHITECT, AND CONSTRUCTION MANAGER.

11. MOCK-UPS:

BASED ON APPROVED TESTING PROGRAM AND SELECTED TREATMENT, AND

FIELD SAMPLES TO DEMONSTRATE SEQUENCE OF PROCEDURES, TOOLS,

MATERIALS, AND WORKMANSHIP AND ESTABLISH THE STANDARD BY WHICH

THE WORK WILL BE JUDGED FOR REVIEW AND ACCEPTANCE BY CLIENT,

ARCHITECT, AND CONSTRUCTION MANAGER. MOCKUPS TO BE REPEATED AS

NECESSARY, ADJUSTING METHODS AND PROCEDURES UNTIL REVIEWED AND

ACCEPTED BY CLIENT, ARCHITECT, AND CONSTRUCTION MANAGER.

RESTORATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE

OWNER AND ARCHITECT APPROVED MOCK-UPS.

RECOMMENDED TREATMENT:

1. REMOVE DETERIORATED STUCCO OVER WINDOW LINTEL HEADERS.

2. SHORE MASONRY AND REPLACE DETERIORATED FLAT ARCH BRICKS WITH

NEW BRICKS TO MATCH EXISTING.

a. REFER TO SPECIFICATION SECTION 040300 "RESTORATION TREATMENT

AND CLEANING FOR HISTORIC MASONRY" FOR MORE INFORMATION.

3. REPOINT MORTAR JOINTS WITH APPROVED MORTAR.

a. REFER TO SPECIFICATION SECTION 040300 "RESTORATION TREATMENT

AND CLEANING FOR HISTORIC MASONRY" FOR MORE INFORMATION.

4. PROVIDE NEW STUCCO TO MATCH EXISTING.

a. REFER TO SPECIFICATION SECTION 090120 "RESTORATION TREATMENT

FOR HISTORIC PLASTER AND STUCCO" FOR MORE INFORMATION.

5. REFER TO SHEET G-104 FOR ESTIMATED ADDITIONAL QUANTITIES.

LINTEL ABOVE WINDOW 107 SHOWING A CONDITION REQUIRING REPAIR

DW-R3

DOOR/WINDOW - REPAIR LINTEL

TYPICAL WINDOW WITH STORM WINDOW AND SHUTTERS

DW-R1

DOOR/WINDOW - REPAIR EXISTING WINDOW OR DOOR

TYPICAL STORM WINDOWS

DW-R2

DOOR/WINDOW - REPAIR STORM WINDOW

RECOMMENDED TREATMENT:

1. AT INDICATED LOCATIONS - PROVIDE NEW SHUTTERS AND HARDWARE TO

MATCH EXISTING IN SOUND CONDITION.

2. REFER TO EXTERIOR ELEVATIONS, WINDOW SCHEDULE AND WINDOW TYPES

FOR MORE INFORMATION.

3. REFER TO SHEET G-104 FOR ESTIMATED ADDITIONAL QUANTITIES.

TYPICAL WINDOW WITH MISSING SHUTTER. PROVIDE NEW SHUTTERS TO MATCH

EXISTING WHERE INDICATED.

RECOMMENDED TREATMENT:

1. AT INDICATED LOCATIONS - PROVIDE NEW STORM WINDOW TO MATCH

EXISTING IN SOUND CONDITION.

2. REFER TO EXTERIOR ELEVATIONS, WINDOW SCHEDULE AND WINDOW

DETAILS FOR MORE INFORMATION.

3. REFER TO SHEET G-104 FOR ESTIMATED ADDITIONAL QUANTITIES.

TYPICAL WINDOW WITH MISSING STORM WINDOW. REPLACE OR PROVIDE NEW

STORM WINDOW WHERE INDICATED.

DW-R4 DW-R5

DOOR/WINDOW - REPLACE SHUTTER DOOR/WINDOW - REPLACE STORM WINDOW

RECOM…