260819_19A Mott Street_Bid Form_Project Manual.pdf

s p a c e d a g e n c y 08/19/2026 © Spaced Agency PLLC

Bid Form

Issued: August 19, 2026

Client: Welcome to Chinatown Inc.

115 Bowery, Ground Fl, New York, NY 10002

Project Location: 19A Mott Street, New York, NY 10013

For this project, the Owner is requesting a Guaranteed Maximum Price (GMP) as the Base Bid Sum. The Owner will require the use of a modified AIA Document A102-2007 Standard Form of Agreement Between Owner and Contractor – Cost of Work Plus a Fee with a Guaranteed Maximum Price.

Site Walkthrough: 3pm-5pm, August 25, 2026

RSVP required (email: hello@spaced-agency.com) to receive time slot.

Attendance is strongly encouraged but is not mandatory.

Proposal Due: September 10, 2026 Questions Due: September 4, 2026, via email to the Architect.

Questions will be answered via email and distributed to all bidders.

BIDDER INFORMATION:

Firm Name: ________________________

Primary Contact: ________________________

Phone: ________________________

Email: ________________________

BASE BID SUM (GUARANTEED MAXIMUM PRICE):

The undersigned, having inspected the construction site and familiarized themselves with all conditions likely to be encountered affecting the cost and schedule of work, and having examined the Contract Documents, hereby proposes to furnish all labor, materials, tools, equipment, and services required to perform all of the work in strict accordance with the Contract Documents as prepared by Spaced Agency PLLC for the Owner for the Base Bid Sum of:

Base Bid Sum: $_______________________

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BASE BID SUBTOTALS:

Sum of subtotals listed below should equal Base Bid Sum on the previous page.

1 General Conditions $

2 Demolition $

4 Masonry $

5 Metals $

6 Woods, Plastics, & Composites (excluding casework) $

6.1 Casework $

7 Thermal & Moisture Protection $

8 Openings $

9 Finishes $

10 Specialties $

10.1 Curtains and Curtain Track

*Owner’s selected subcontractor $

11 Equipment $

22 Plumbing $

23 HVAC $

26 Electrical (excluding lighting) $

26.1 Lighting $

27 Telecomm, I.T, Audiovisual & Security *Owner’s selected subcontractor $

Subtotal $

Overhead and Profit $

Insurance $

Total $

Taxes: It is agreed that all federal, state, and local taxes, including but not limited to sales, use, and excise taxes that may be imposed on materials or services provided under this proposal are included in the Base Bid Subtotals and Total.

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ALTERNATES:

Provide pricing for the alternates listed below as separate line items. Alternate prices shall include all labor, materials, equipment, supervision, coordination, overhead, and fee necessary for a complete installation of the alternate scope. If an alternate affects schedule, indicate the net calendar day impact relative to the Base Bid schedule.

Deduct Alternate 1: Exterior Work and Finish Simplification Provide a deduct alternate for the following revisions to the Base Bid:

1. Existing Storefront and Entry Door: Retain the existing storefront and entry door in lieu of replacement. Exclude associated removal, replacement, and new storefront work indicated in the Base Bid.

2. Exterior Tile Finish: Provide PT-3 in lieu of XT-1.

3. Entry Flooring: Provide LVT-1 in lieu of FT-1A and FT-1B floor tile at the entry.

● Deduct: $________________________

● Schedule impact (if any): DEDUCT / ADD ____ calendar days.

Deduct Alternate 2: Replace custom door handle (see A8.00 door hardware) with storefront door manufacturer’s standard dark bronze door pulls

Deduct Alternate 3: Retain existing WC plumbing fixtures and accessories in lieu of replacement. No new plumbing fixtures or WC accessories shall be provided or installed.

SCHEDULE:

The undersigned proposes to perform the work in accordance with the following schedule of calendar days. Calendar days are measured from the date of award of the contract. Calendar days shall include Saturdays but not Sundays or federal holidays. The Owner will look favorably on schedules indicating early completion.

Start of work: September 21st, 2026

Final completion of all work: ______________

ACKNOWLEDGEMENT OF ADDENDA:

The undersigned Bidder will acknowledge the receipt of all Addenda in the Bid Form.

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COSTING SAVING PROPOSALS:

The Owner and Architect will carefully consider cost savings proposed by the bidder, and will look favorably upon the Contractor’s suggestions. Please attach cost savings proposals with proposed substitutions and amount of savings for evaluation by the Architect.

SITE SUPERINTENDENT:

Please provide name of on-site project superintendent: ______________ Please indicate the superintendent’s minimum on-site hours per week: ______ hrs/week.

M/WBE REQUIREMENT:

This project has a M/WBE requirement. A minimum $35,000 of the contract sum must be sourced from state-certified M/WBE subcontractors. You can find out more about MWBE program and search the MWBE directory online at: New York State Contract Systems https://ny.newnycontracts.com If the General Contractor is not a state-certified M/WBE, provide list of state-certified M/WBE subcontractors and their contract sums:

M/WBE Subcontractor ______________, contract sum $______________ M/WBE Subcontractor ______________, contract sum $______________

Add additional rows as required to identify compliance with M/WBE requirements.

ATTACHMENTS:

Please list here any attachments provided with the Bid Form (for example, pricing back-up information, pricing detail, hourly rates, reference, work samples, etc.)

BIDDING DOCUMENTS:

The undersigned acknowledges receipt of the following bidding documents and affirms that all costs associated herewith are included in the applicable base bid sum and alternate (if applicable) and additional work prices:

A. Bid Form and Project Manual B. Architectural Bid Set

C. Architectural Alt2 Permit Set

RETURN BID FORM TO:

Email address: hello@spaced-agency.com Phone #: 646-580-2256

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DECLARATION:

The undersigned declares, by executing this Bid Form, that:

A. This bid shall remain valid for acceptance for a period of not less than thirty (30) days from the bid due date.

B. All requirements concerning licensing and all other local, state, and national laws have been or will be compiled with and that no legal requirements will be violated in the execution of the work if the proposal is accepted.

C. No person or persons or company other than the firm listed below or otherwise indicated hereinafter have any interest whatsoever in the proposal or the contract that may be entered in to as a result thereof. This proposal is submitted in good faith, without collusion or fraud.

D. The person or persons signing this proposal is/are fully authorized to sign on behalf of the conditions and provisions thereof.

Submitted this day of (month), 2026

Name of firm:

Address:

City: State: Zip code:

Signed:

Operating as: (Complete, and strike out words that do not apply)

A corporation under the laws of:

A partnership (give full names of all partners)

Other:

End of Bid Form

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19A Mott Project Manual 19A Mott Street, New York, NY

Owner:

Welcome to Chinatown Inc 115 Bowery, Ground Fl New York, NY 10002

Architect:

Spaced Agency PLLC (d/b/a Spaced Agency Architecture) 867 Boylston St, 5th Fl #1183 Boston, MA 02116

Expeditor:

J. Callahan Consulting 299 Broadway, Suite 1421 New York, NY 10007

Signage Designer:

Once-Future Office 34 35th St, Building #4, Spaced B513 Brooklyn, NY 11232

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DIVISION 1: GENERAL REQUIREMENTS

Scope of Work: Contractor shall provide all labor, materials, equipment, and services necessary to complete all work as indicated on the Construction Documents and Project Manual, including substrate conditions and all fastenings, unless noted otherwise.

NYS Downtown Revitalization Initiative grant: This project is funded through a NYS Downtown Revitalization Initiative grant and thus certain requirements must be met, including:

● When a subcontract with the NYS grantee (Welcome to Chinatown) equals or exceeds $100,000, the subcontractor shall submit a Vendor Responsibility Questionnaire (Questionnaire) to the State. If relevant, the contractor with the winning bid will need to complete a VRQ. For more information, please visit http://www.osc.state.ny.us/vendrep/ which includes instructions or go directly to VendRep https://portal.osc.state.ny.us. If you have questions about VendRep, please contact them at ciohelpdesk@osc.state.ny.us or

(866) 370-4672.

M/WBE Requirements: This project has a M/WBE requirement. A minimum $35,000 of the contract sum must be sourced from state-certified M/WBE subcontractors. You can find out more about MWBE program and search the MWBE directory online at: New York State Contract Systems https://ny.newnycontracts.com

Drawing Review: Contractor is responsible for the detailed review, prior to construction, of the Construction Documents and the Project Manual. Notify Architect immediately of any conflicts or omissions. Contractor must notify the Architect in writing if in their opinion certain details are deficient in terms of watertightness. Should any conflict or discrepancy occur in or between the drawings and specifications, the contractor shall be deemed to have estimated and bid on the most expensive way of doing the work, greater quality, quantity, or longer duration unless the contractor shall have asked for and obtained an interpretation in writing from the architect before the submission of the bid as to what shall govern.

Project Management, Coordination and Meetings: To enable orderly review of progress during construction project meetings between the Owner, Architect and General Contractor will be held virtually or on the job site weekly in accordance with a mutually acceptable schedule.

The General Contractor shall coordinate its work, including interfaces and sequencing, with the work of the Owner’s other consultants and contractors such that the General Contractor’s work is not in conflict or cause issues with adjacent and related construction.

Owner-Selected Subcontractors: The Owner has identified preferred subcontractors to the General Contractor for the scopes listed below and may provide preliminary proposals for bidding purposes. General Contractor shall contact each subcontractor directly to verify the scope, pricing, lead times, coordination requirements, and exclusions. General Contractor shall be responsible for ensuring that all work required for a complete and fully functional installation

19A Mott Street | Bid Form and Project Manual | 7/28 https://ny.newnycontracts.com is included in its bid and contract, including but not limited to blocking, backing, structural support, substrate preparation, power, patching and finish coordination with other trades, installation accessories, and all incidental work necessary for a complete installation. Reliance solely upon the subcontractors' preliminary proposals shall not relieve the General Contractor of responsibility for providing a complete project.

Owner’s selected subcontractors, to be hired by the General Contractor, include:

● Curtain and Curtain Track Supplier and Installer

○ Zarin Fabrics. Provide allowance for $9,500 for material and installation of curtain, curtain track and track brackets/mounts. GC to provide blocking and mud-in of track.

● Low-voltage Work (Telecommunications, IT, Audio-visual, Security)

○ Minerva AV

General Contractor may propose alternative subcontractors for the above scopes; however, any proposed substitutions shall be identified and submitted for review as part of the bid process.

Following contract execution, Owner-selected subcontractors shall not be changed, substituted, or reassigned without the prior written approval of the Owner.

Construction Progress Documentation: The General Contractor shall submit the following:

● Contractor’s Construction Schedule: Provide an initial critical path schedule project schedule prior to the execution of the Construction Contract. Revise the critical path project schedule with the critical path indicated as requested by Owner or Architect throughout construction. Identify changes since previous version.

● Submittals Schedule: Submit a PDF copy of a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, resubmittal, ordering, manufacturing, fabrication, and delivery when establishing dates. Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values, and Contractor's Construction Schedule.

● Field condition reports: Submit a PDF of a detailed report immediately on discovery of a difference between field conditions and the Contract Documents. Submit with a request for information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

● Construction photographs: Photos shall be taken weekly to show project progress.

Submit unaltered digital images via email of each photographic view within seven days of taking photographs. Include the date the photograph was taken.

Shop Drawings: Provide shop drawings for Architect’s approval. The General Contractor shall review and approve the shop drawings prior to submitting them to the Architect. Shop drawings shall show details, materials, dimensions, thicknesses, assembly components, attachments, and the relationship to neighboring work and other pertinent information. Shop drawings shall be submitted at an appropriate scale. Contractor to review each submittal to verify product compatibility, check field dimensions, and coordinate with other trades. Architect to review for the limited purpose of checking for conformance with information given and the design concept

19A Mott Street | Bid Form and Project Manual | 8/28 expressed in the Contract Documents. Acceptance shall in no way be construed as (1) permitting any departure whatsoever from the Contract Documents; (2) relieving the Contractor of full responsibility for any error in details, dimensions, omissions, or otherwise that may exist;

(3) relieving the Contractor of full responsibility for adequate field connections, erection techniques, bracing, or deficiencies in strength; (4) relieving the Contractor of full responsibility for satisfactory performance of all work and coordination with the work of all subcontractors and other contractors; or (5) permitting departure from additional details or instructions previously furnished by the Architect. The Contractor shall be solely responsible for any quantities which may be shown on the shop drawings. Allow reasonable time (standard 10 business days) for the Architect review of each submittal. Required shop drawings include:

● Storefront, door and windows

● Architectural metal work

● HVAC design

● Electrical and Low-voltage

Samples/Mock-ups: Submit the following samples and mock-ups for Owner/Architect approval.

Accepted samples are representative of the quality required for the work.

1. Paint: 1' x 1' sample of each color used.

2. Flooring: Provide sample of floor finish.

3. Drapery Tracks: 6” long, with carriers, controls, and accessories.

4. Drapery Fabrics: For each color and pattern indicated, minimum 6”x6”. Mark top and face of fabric.

Permits: Contractor shall be responsible for obtaining permits necessary for the work including, but not limited to, demolition, building, electrical, plumbing, and mechanical permits. Contractor is responsible for gaining approvals as required for Owner occupancy.

Testing and Inspection: The Owner will pay for all initial services of the testing laboratory and inspection professional for DOB-required special and final inspections, as noted on the permit drawings. When initial tests and inspections indicate non-compliance with local Codes and the Contract Documents, all subsequent retesting shall be performed by the same testing laboratory and inspectors and the costs thereof will be deducted by the Owner from the Contract Sum.

Inspection or testing performed exclusively for the Contractor's convenience shall be the sole responsibility of the Contractor.

Manufacturer's Instructions: Unless otherwise noted or directed, store, install, protect, and clean all work in accordance with each manufacturer's instructions. Protect products and finish materials from damage.

Temporary Utilities: Owner shall pay directly all utility bills (water, electricity, telephone, gas) during construction. Contractor to pay for and maintain all temporary sanitary facilities and other temporary utilities as required.

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Construction Site Conditions: Maintain a designated table at the project site containing the current set of construction drawings, approved submittals and approved material samples.

Replace superseded documents promptly to ensure only the latest approved information is available on site.

Cleaning: During construction, the Contractor shall maintain a clean and orderly job site. Sweep areas and properly dispose of trash and debris. Protect drains from clogging. Do not dump hazardous chemicals or paint on site. Protect property from unauthorized entry, vandalism, and theft. Provide temporary weather tight enclosures on exterior openings as necessary to protect Work. Prior to the inspection for Substantial Completion, the Contractor shall remove all construction debris from the site. Contractor to provide for cleaning both faces of exterior glass.

Dust, vacuum, wash, and otherwise clean finish spaces as necessary to remove stains, dust and dirt. Replace all burned-out lamps and HVAC filters.

Product Requirements and Substitutions: The Contractor shall hire qualified subcontractors for all scopes of work. Where manufacturers’ names and product numbers are indicated on the drawings and project manual, it shall be construed to mean the establishing of quality and performance standards of such items. Any substitutions must be submitted to the architect for approval before they shall be deemed equal. The Architect’s approval shall not relieve the Contractor from responsibility for deviations and alternatives from the contract plans and specifications, nor shall it relieve him from responsibility for errors in submittals. When specifically requested by the Architect, the Contractor shall resubmit such shop drawings, descriptive data, and samples as may be required to evaluate substitutions.

Dimensions and Measurements: Written dimensions govern; do not scale drawings.

Contractor is to verify all dimensions in the field with respect to existing conditions. Detailed drawings take precedence over plans, elevations, and building sections.

Closeout Procedures:

Substantial Completion: “Substantial Completion” is defined as the date the Owners are permitted to occupy the space. Final Completion is determined by the Architect.

● Before requesting inspection for determining the date of Substantial Completion, complete the following:

○ Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

○ Advise Owner of pending insurance changeover requirements.

○ Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.

○ Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

○ Prepare and submit Project Record Documents, operation and maintenance manuals, Final Completion construction photographs and photographic

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○ Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with manufacturer's name and model number where applicable.

○ Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions.

○ Complete startup testing of systems.

○ Submit test/adjust/balance records.

○ Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements.

○ Advise Owner of changeover in heat and other utilities.

○ Submit changeover information related to Owner's occupancy, use, operation, and maintenance.

○ Complete final cleaning requirements, including touchup painting.Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

Submit a written request for inspection for Substantial Completion. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements.

Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be issued.

Final Completion:

● Before requesting final inspection for determining date of Final Completion, complete the following:

○ Submit a final Application for Payment.

○ Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

○ Submit evidence of final, continuing insurance coverage complying with insurance requirements.

○ Submit pest-control final inspection report and warranty, if requested.

○ Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. Submit demonstration and training videotapes.

○ Inspection: Submit a written request for final inspection for acceptance. On receipt of request, the Architect will either proceed with inspection or notify the Contractor of unfulfilled requirements. The Architect will notify the Contractor of construction that must be completed or corrected before certificate will be issued.

○ Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

Submit a written request for final inspection for acceptance. On receipt of request, Architect will either proceed with inspection or notify Contractor of

19A Mott Street | Bid Form and Project Manual | 11/28 unfulfilled requirements. Architect will notify Contractor of construction that must be completed or corrected before certificate will be issued.

List of Incomplete Items (Punch List): Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction.

Include the following information at the top of each page: Project name, date, name of Architect, name of Contractor, page number.

Project Record Documents: Maintain and submit one set of blue- or black-line white prints of Contract Drawings and Shop Drawings. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. Provide access to Project Record Documents for upon request and at completion of Project.

Final cleaning: Refer to section ‘Cleaning’. Clean each surface or unit to conditions expected in an average commercial building cleaning program, ready for occupancy. Remove tools, construction equipment, machinery, and surplus material, and non-permanent labels from the Project site.

Operating and Maintenance Data: At the end of construction, submit a complete Owner’s Manual for the project for review and approval by the Architect. The Owner’s Manual shall include:

1. Information on each sub-contractor engaged in the project

a. Name

b. Contact Person

c. Contact Information (telephone, email)

d. Scope of work performed on the project

2. Provide emergency contact for the following sub-contractors:

a. HVAC

b. Electrical

3. Product information for all mechanical, plumbing, lighting, electrical equipment and built-in furniture:

a. Manufacturer

b. Product cut sheet

c. Warranty Information

4. Maintenance Schedule

a. HVAC Maintenance Schedule (incl. Filter maintenance)

b. Exterior envelope maintenance schedule, if any.

c. Maintenance schedule for all systems

d. Hardware

5. Warantees

a. Contractors Warrantee

b. Sub-contractor warrantees

c. All product warranties provided by the manufacturer

6. Materials

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a. Provide 10% additional materials (or as indicated below) and store as directed by Owner for the following:

i. Paint 1 gallon minimum per color

ii. Tiles

b. Label materials according to location in the project.

7. Provide a final schedule of all finish materials and maintenance guidelines.

When submission is approved by Architect provide a digital copy of the Operation and Maintenance Manual to Owner.

DIVISION 2: EXISTING CONDITIONS

Existing Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work.

Cutting and Patching: Do not cut and patch structural, operational and miscellaneous elements that will change their capacity to carry out their intended purpose, including the load-carrying capacity and load-deflection ratio of structural elements.

Selective Demolition and Alteration Work: Submit a written request to Architect and Owner well in advance of executing any cutting or alteration which affects:

● The work of tying in or connecting to operational systems of the building, including electrical, mechanical and security systems.

● The work of the Owner or any separate Contractor.

● The structural value or integrity of any element of the project or of adjacent structures.

● The integrity or effectiveness of weather-exposed and moisture-resistant elements or systems.

● The efficiency, operational life, maintenance, or safety of operational elements or systems.

Before starting any work relating to existing utilities (electrical, sewer, water, heat, gas, fire lines, etc.) that will temporarily discontinue or disrupt service to the structures to remain, notify the Architect and the Owner 7 days in advance and obtain the Owner's approval in writing before proceeding with this phase of the work.

The Contractor shall protect existing construction and adjacent occupied areas, maintain utilities and safe egress, control dust and weather exposure, and provide temporary shoring and safeguards as required. Contractor to perform demolition in a careful, systematic manner without compromising structural integrity or existing systems. Repair and restore all damaged or disturbed surfaces and utilities to original condition. Remove debris regularly and legally dispose of materials off site.

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DIVISION 4: MASONRY

Masonry Restoration and Cleaning: Examine the areas and conditions where masonry restoration and cleaning are to be performed and correct any conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected by the Contractor in a manner acceptable to the Architect.

Comply with recommendations of manufacturers of chemical cleaners for protecting building surfaces against damage from exposure to their products.

Pointing mortar for brick: One part white Portland cement, 2 parts lime, and 6 parts colored mortar aggregate. Add colored mortar pigment to produce mortar colors required to match.

Repointing mortar shall be no stronger than Type N.

Rebuilding mortar: Comply with ASTM C270, proportion specification, Type N, with cementitious material content limited to Portland cement-lime and coloring agent.

Joint raking: Rake out mortar from joints to depths equal to 2-1/2 times their widths, but not less than 1/2 inch, nor less than that required to expose sound, unweathered mortar. Cut out old mortar by hand with chisel and mallet. Power-operated rotary hand saws and grinders will be permitted only with specific written approval of the Architect, based on submission by the Contractor of a satisfactory quality control program and demonstrated ability of operators to use tools without damage to masonry.

Cleaning: Clean brick façade with water. If water applications prove ineffective, proceed with chemical cleaners. Water pressure shall not exceed 500 psi for masonry. Clean masonry surfaces only when air temperatures are 45°F and above and will remain so until masonry has dried out, but for not less than seven (7) days after completion of cleaning.

DIVISION 5: METALS

Miscellaneous Metals: Where dissimilar metals are in contact or used in close proximity, the Contractor shall review material compatibility and potential for galvanic corrosion. Provide appropriate isolation, separation materials, coatings, or other protective measures as required to prevent galvanic action.

DIVISION 6: WOOD, PLASTICS AND COMPOSITES

Carpentry: Provide blocking, sheathing, plywood wall lining, shim, rough hardware and all other components necessary for complete carpentry work and for the operable display panel wall. Lumber to comply with PS 20. Plywood to comply with PS 1 and American Plywood Assoc.

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(APA). Shop fabricate carpentry work to the extent feasible and where shop fabrication will result in better workmanship than feasible for on-site fabrication.

Wood Material: All wood shall be sound, flat, straight, well seasoned, thoroughly dry and free from all defects. For miscellaneous wood blocking, grounds, furring as required, use Utility Grade Coastal Douglas Fir or Southern Pine, free from knots, shakes, rot or other defects, straight, square edges and straight grain, air seasoned with maximum moisture content of nineteen (19) percent. Wood shall be S4S, S-Dry, complying with PS-20. Provide pressure-treated wood at all exterior applications.

Hardware:

● Rough Hardware for Treated Woods and Exterior Use: Hot-dipped galvanized or Type 304 stainless steel.

● Nails: Common steel wire, untreated for interior work as per ASTM F 1667.

● Bolts: Standard mild steel, square head machine bolts with square nuts and malleable iron or steel plate washers or carriage bolts with square nuts and cut washers conforming to the following:

○ Bolts: ASTM A 307, Grade A.

○ Nuts: ASTM A 563.

○ Lag Screws and Bolts: ASME B 18.2.1.

● Wood Screws: ASME B 18.6.1.

Blocking: All blocking and nailers shall be continuous wherever required.

DIVISION 7: THERMAL AND MOISTURE PROTECTION

Firestops and Smokeseals: Contractor shall verify existing conditions of tenant space to ensure that there is sufficient fire and smoke resistance and separation in conformance with code requirements. Where firestopping and smoke sealant material is required, provide products from one of the following manufacturers: Basis-of-Design: Hilti, Inc., Specified Technologies Inc. or 3M; Fire Protection Products Division. Firestopping materials shall conform to Flame (F) and Temperature (T) ratings as required by local building code and as tested by nationally accepted test agencies per ASTM E 814 or UL 1479. The F-rating must be a minimum of one (1) hour, but not less than the fire resistance rating of the assembly being penetrated.

Joint Sealers: Seal joints around interior and exterior openings to make water and airtight.

Unless otherwise indicated, seal at doors and windows; joints of dissimilar materials; plumbing and electrical penetrations; countertops and cabinet edges; baseboard/floor joints at floors; and joints in sheet metal, flashing, or trim. Do no work when the temperature is 40° F or below or when surfaces to be sealed are wet. Match color of adjacent surfaces

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Submit manufacturer’s technical information and installation instructions for sealant materials.

Provide back-up materials only as recommended by sealant manufacturer in writing. Provide a written warranty from the manufacturer stating that the applied sealants shall show no material failure for a period of twenty (20) years. Contractor to provide a written, notarized warranty stating that the applied sealants shall show no failure due to improper installation for a period of five (5) years. Include in warranty an agreement to repair and/or replace, at the Contractor's expense, sealant defects that develop during the warranty period as a result of faulty labor and/or materials.

Sealant Materials:

● Exterior Wall Sealant: Provide one (1) part non-sag sealant equal to "DOWSIL 790" or "DOWSIL 795" made by The Dow Chemical Company, "Silpruf SCS 2000" or "LM SCS 2700" made by G.E., "Spectrem 1" or "Spectrem 3" made by Tremco or "Sonolastic 150" by Sonneborn conforming to the minimum standards of ASTM C 920, Type S, Grade NS, Class 50.

● Interior Sealant: Provide a one (1) part acrylic based sealant conforming to ASTM C 834, equal to "AC-20+ Silicone" made by Pecora, Masterseal NP 520 by BASF or equal made by Tremco.

● Security Joint Sealant: Two-part epoxy tamperproof, flexible, pick-resistant security sealant, "Pecora Dynapoxy EP-1200."

● Apply primer to all surfaces that will receive sealant.

DIVISION 8: OPENINGS

General:

● Provide tempered glass where required by building code. Provide all required compression weather-stripping and interlocking thresholds. Install units plumb and level, free of warp or twist. Coordinate attachment and seal of air and vapor barrier materials.

Apply insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier. Hardware by window/door manufacturer, assume full range of styles and finishes. Provide submittal to Architect for selection and approval.

Glazing:

● Double-glazed argon filled low-e glass, provide tempered glass where required by building code.

● Warranty: Manufacturer agrees to replace -glass units that deteriorate within 10 years from date of Substantial Completion.

Storefront:

● All storefront hardware shall be provided by storefront manufacturer. Selection to be made by Architect from full range of styles and finishes.

● Storefront engineering by storefront provider.

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● Provide submittal with energy performance certificates reflecting compliance with Construction Documents and applicable codes.

Aluminum-framed Entry Door:

● See door schedule

● Provide submittal with energy performance certificates reflecting compliance with

Construction Documents and applicable codes.

● Manufacturer or Installer agrees to repair or replace components of aluminum-framed entrances that do not comply with requirements or that fail in materials or workmanship within specified warranty period, minimum 5 years.

● Install door to produce weathertight enclosure and tight fit at weather stripping. Provide accessories by same manufacturer, including:

○ Weather Stripping: Manufacturer's standard replaceable components.

■ Compression Type: Made of ASTM D2000 molded neoprene or ASTM

D2287 molded PVC.

■ Sliding Type: AAMA 701/702, made of wool, polypropylene, or nylon woven pile with nylon-fabric or aluminum-strip backing.

○ Manufacturer's standard exterior-door bottom sweep with concealed fasteners on mounting strip

○ BHMA A156.21 raised thresholds beveled with a slope of not more than 1:2, with maximum height of 1/2 inch.

● Aluminum finishes:

○ Clear Anodic Finish: AAMA 611, AA-M12C22A41, Class I, 0.018 mm or thicker.

○ Color Anodic Finish: AAMA 611, AA-M12C22A42/A44, Class I, 0.018 mm or thicker. Color: see drawings.

● Metal Protection:

○ Where aluminum is in contact with dissimilar metals, protect against galvanic action by painting contact surfaces with materials recommended by manufacturer for this purpose or installing nonconductive spacers.’

Door Hardware: Architectural hardware consultant shall be currently certified by DHI as an Architectural Hardware Consultant (AHC). Provide product data for each type of product.

Review door hardware schedule on Construction Documents for basis of design. Submission of door hardware and keying schedule is the responsibility of the General Contractor.

Performance requirements:

● Fire-Rated Door Assemblies: Where fire-rated doors are indicated, provide door hardware complying with NFPA 80 that is listed and labeled by a qualified testing agency, for fire-protection ratings indicated, based on testing at positive pressure in accordance with NFPA 252 or UL 10C.

● Means of Egress Doors: Latches do not require more than 15 lbf to release the latch.

Locks do not require use of a key, tool, or special knowledge for operation.

● Accessibility Requirements: For door hardware on doors in an accessible route, comply with 2022 NYC Building Code, Chapter 11, and ICC/ANSI A117.1-2009.

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Hinges and Pivots:

● Hinges: BHMA A156.1.

● Self-Closing Hinges and Pivots: BHMA A156.17.

● Center-Hung and Offset Pivots: BHMA A156.4.

Mechanical locks and latches:

● Lock Functions: As indicated in door schedule and door hardware set key.

● Lock Throw: Comply with testing requirements for length of bolts required for labeled fire doors, and as follows:

○ Bored Locks: Minimum 1/2-inch latchbolt throw.

○ Mortise Locks: Minimum 3/4-inch latchbolt throw.

○ Deadbolts: Minimum 1-inch throw.

● Lock Backset: 2-3/4 inches unless otherwise indicated.

● Lock Trim: As indicated in door schedule and door hardware set key.

● Strikes: Provide manufacturer's standard strike for each lock bolt or latchbolt complying with requirements indicated for applicable lock or latch and with strike box and curved lip extended to protect frame; finished to match lock or latch.

● Mortise Locks: BHMA A156.13; Security Grade 1; stamped steel case with steel or brass parts; Series 1000.

Lock Cylinders:

● Lock Cylinders: Tumbler type, constructed from brass or bronze, stainless steel, or nickel silver. Provide cylinder from same manufacturer of locking devices.

● Standard Lock Cylinders: BHMA A156.5; Grade 1 permanent cores; face finished to match lockset.

Wall- and Floor-Mounted Stops: BHMA A156.16.

Door closer: ANSI/BHMA A156.4, Grade 1, hold-open where indicated.

Door Gasketing: BHMA A156.22; with resilient or flexible seal strips that are easily replaceable and readily available from stocks maintained by manufacturer. Maximum air leakage tested in accordance with ASTM E283 with tested pressure differential of 0.3-inch wg.

DIVISION 9: FINISHES

Gypsum Drywall: Acceptable Manufacturers for Gypsum Drywall Panels are U.S. Gypsum Co., Georgia Pacific, CertainTeed Corporation, Continental Building Products or National Gypsum Co.. Unless otherwise noted, provide products manufactured by ClarkDietrich for metal supports of Drywall Assemblies. Submit manufacturer’s literature. Allowable tolerances are 1/32" offsets between planes of board faces, and 1/16" in 8'-0" for plumb, level, warp and bow.

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Gypsum Wallboard Types:

● Gypsum Wallboard: 5/8" thick "Sheetrock" by USG, "Gold Bond" by National Gypsum, or "Regular Gypsum" by CertainTeed Corp., 48" wide, in maximum lengths available to minimize end-to-end butt joints.

● Gypsum Ceiling Board: 5/8" thick, sag-resistant, long edges tapered.

● Fire-Rated Gypsum Wallboard: 5/8" thick "Sheetrock Firecode C" by USG, "Firecheck

Type C" by Lafarge/Continental, "Gold Bond Fireshield" by National Gypsum, or "Type C" and "Type X" by CertainTeed Corp., 48" wide, in maximum lengths available to minimize end-to-end butt joints.

● Water-Resistant Backing Board for Tile Finish: 1/2" thick, "DUROCK Glass Mat Tile Backerboard" by USG, "Dens-Shield Tile Backer Board" by Georgia Pacific or "DiamondBack Tile Backer" by CertainTeed Corp. Cover joints with a pressure sensitive woven glass fiber tape equal to Imperial Type P Tape.

Floor and Wall Tiles:

Damaged and missing WC floor and wainscot tiles shall be repaired and patched to match existing tiles in color, texture, size and installation.

For cutting, installing and grouting of ceramic tile, use only thoroughly trained and experienced journeyman tile setters. In addition to complying with all pertinent codes and regulations, comply with the following:

● Manufacture all ceramic tiles in accordance with Standard Grade Requirements of ANSI A-137.1.

● Install all ceramic tiles in accordance with the recommendations contained in "Tile Council of North America Handbook for Ceramic, Glass, and Stone Tile Installation (TCNA)," latest edition.

● Flooring surfaces shall have a minimum wet DCOF AcuTest value of 0.42 and tested per ANSI A326.3 Dynamic Coefficient of Friction of Hard Surface Flooring Materials.

Seal all grout joints and all unglazed tile using "StoneTech Heavy Duty Sealer" by Laticrete, "Sealer’s Choice 15 Gold" by Aqua Mix Inc. or "Ultracare Penetrating Plus Stone, Tile, and Grout Sealer" by MAPEI.

Provide sealant between ceramic tile and plumbing fixtures, mirrors, pipes, countertops and other dissimilar materials penetrating or adjacent to ceramic tile. One-part silicone based sanitary sealant, conforming to ASTM C 920, Type S, Grade NS, Class 25. Sealant hardness upon full cure shall be between 20-30 Shore "A" Durometer. Color of sealant to blend with or match adjacent materials, and as selected by the Architect. Sealant shall be equivalent. Where sealant primer is used, it shall be colorless and non-staining.

Wall Base: Provide wall bases per finish schedule and details. Comply with manufacturer’s instructions for installation. In all spaces where base is indicated, install bases tight to walls, partitions, columns, built-in cabinets, etc., without gaps at top or bulges at bottom, with tight

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Floor Transitions: Provide smooth, flush and ADA-compliant transition strip at all flooring transitions. Transition strip shall be by Schluter Systems or approved equal. Submit manufacturer’s product data and finish samples for review. Color and finish shall be selected by Owner and Architect from manufacturer’s full range of standard options.

Plaster: 5/8” gypsum wall board. Level 4 finish, unless noted otherwise. Unless noted otherwise, provide USG trim and accessory types or Architect approved equals for: Corner beads and Edge Trim.

Painting and Finishing: Properly prepare all surfaces to receive paint, which includes cleaning, sanding, and touching-up of all prime coats. Application may be by brush or roller.

Except as otherwise noted, provide the painting products scheduled on the construction drawings as manufactured by Benjamin Moore, or comparable products by PPG Paint (Glidden Professional), or Sherwin Williams (S-W). Provide finish coats that are compatible with the prime coat paints used. Provide barrier coats over incompatible primers or remove and re-prime as required. Notify the Architect in writing of any anticipated problems using the coating systems as specified with substrates primed by others.

Schedule of Finishes

● High Performance Coating on Exterior Non-Galvanized Ferrous Metals

○ Prime Coat: "Amercoat 68HS Epoxy Zinc-Rich Primer" by PPG; "Series 94-H2O

Hydro-Zinc" by Tnemec; "Organic Zinc Rich Primer V 170" by Benjamin Moore Corotech or "Zinc Clad II Plus Inorganic Zinc Rich Coating B69V212" by Sherwin Williams.

○ Second Coat: "Pitt Guard Rapid Coat Epoxy 95-245" by PPG; "Series 27WB Typoxy" by Tnemec; "Epoxy Mastic Coating V 160" by Benjamin Moore Corotech or "Macropoxy 646 Fast Cure Epoxy B58-600" by Sherwin Williams.

○ Third Coat: "Pitthane Ultra 95-812 (Gloss)" or "High Build 95-8800 (Semi-Gloss)" by PPG; "Series 1070V (gloss) Fluoronar" or "Series 1071V (semi-gloss) Fluoronar" by Tnemec; "Acrylic Aliphatic Urethane V 500 (Gloss)" or "V 510 (Semi-Gloss)" by Benjamin Moore Corotech or "Hi-Solids Polyurethane B65-300/350" by Sherwin Williams.

● Interior Ferrous Metal

○ Satin Finish/Latex

■ Primer: Benjamin Moore Ultra Spec HP Acrylic Metal Primer (HP04)

■ First Coat: Benjamin Moore Ultra Spec-HP DTM Acrylic Low Luster

(HP25)

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■ Second Coat: Benjamin Moore Ultra Spec-HP DTM Acrylic Low Luster

(HP25)

● a. Total DFT not less than: 3.9 mils

○ Semi-Gloss Finish/Latex

■ Primer: Benjamin Moore Ultra Spec-HP Acrylic Metal Primer (HP04)

■ First Coat: Benjamin Moore Ultra Spec HP DTM Acrylic Semi-Gloss

(HP29)

■ Second Coat: Benjamin Moore Ultra Spec HP DTM Acrylic Semi-Gloss

(HP29)

● a. Total DFT not less than: 4.0 mils

● Interior Drywall

○ Matte Finish/Acrylic Latex

■ Primer: Benjamin Moore Ben Interior Latex Primer (N624)

■ First Coat: Benjamin Moore Ben Interior Latex Flat (N624)

■ Second Coat: Benjamin Moore Ben Interior Latex Flat (N624)

● a. Total DFT not less than: 3.6 mils

○ Eggshell Finish/Acrylic Latex

■ Primer: Benjamin Moore Ben Interior Latex Primer (N626)

■ First Coat: Benjamin Moore Ben Interior Latex Eggshell (N626)

■ Second Coat: Benjamin Moore Ben Interior Latex Eggshell (N626)

● a. Total DFT not less than: 3.8 mils

○ Semi-Gloss Finish/Acrylic Latex

■ Primer: Benjamin Moore Ben Interior Latex Primer (N627)

■ First Coat: Benjamin Moore Ben Interior Latex Eggshell (N627)

■ Second Coat: Benjamin Moore Ben Interior Latex Eggshell (N627)

● a. Total DFT not less than: 3.8 mils

● Interior Painted Wall

○ Satin Finish/Latex

■ Primer: Benjamin Moore Advance Waterborne Int. Alkyd Primer (790)

■ First Coat: Benjamin Moore Advance Waterborne Int. Alkyd Satin (792)

■ Second Coat: Benjamin Moore Advance Waterborne Int. Alkyd Satin

(792)

● a. Total DFT not less than: 4.0 mils

○ Semi-Gloss Finish/Latex

■ Primer: Benjamin Moore Advance Waterborne Int. Alkyd Primer (790)

■ First Coat: Benjamin Moore Advance Waterborne Int. Alkyd (793)

■ Second Coat: Benjamin Moore Advance Waterborne Int. Alkyd (793)

● a. Total DFT not less than: 3.8 mils

Piping and Mechanical Equipment Exposed to View: Paint all exposed piping, conduits, ductwork and mechanical and electrical equipment. All surfaces of insulation and all other work to be painted shall be wiped or washed clean before any painting is started. All conduit, boxes, distribution boxes, light and power panels, hangers, clamps, etc., are included where painting is required. Use heat resisting paint when applied to heating lines and equipment.

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● Exposed Uncovered Ductwork, Piping, Hangers and Equipment

○ Latex Enamel Undercoater and one (1) coat Acrylic Latex Flat.

● Exposed Covered Piping, Duct Work and Equipment

○ Primer/Sealer and one (1) coat Acrylic Latex Flat.

● Panel Boards, Grilles and Exposed Surfaces of Electrical Equipment

○ Latex Enamel Undercoater and two (2) coats Latex Semi-Gloss.

● Equipment or Apparatus with Factory-Applied Paint

○ Refinish any damaged surfaces to match original finish. Do not paint over name plates and labels.

DIVISION 10: SPECIALTIES

Toilet Accessories: Refer to WC Accessory Schedule on Drawings. Submittals required.

Materials and fastening devices:

● Stainless Steel: ASTM A 240 or ASTM A 666, Type 304, with polished No. 4 finish, 22 gauge minimum, unless otherwise indicated.

● Chromium Plating: Nickel and chromium electro-deposited on base metal, ASTM B 456, Type SC 2.

● Mirrors: ASTM C 1503, mirror glazing quality, clear glass mirrors, nominal 1/4" thick.

● Exposed Fasteners: Theft-proof type, chrome plated, or stainless steel; match finishes on which they are being used.

● Concealed Fasteners: Galvanized (ASTM A 123) or cadmium plated.

● For metal stud drywall partitions, provide ten (10) gauge galvanized sheet concealed anchor plates for securing surface mounted accessories

Fire Extinguisher: Provide portable fire extinguishers of UL rated 2-A:10-B:C, 5 lb. nominal capacity, in enameled steel container, for Class A, Class B and Class C fires from JL Industries, Larsen’s Mfg. Co. or Potter Roemer. New portable fire extinguishers shall be UL-listed and bear UL "Listing Mark" for type, rating, and classification of extinguisher indicated. Clear lettering of “FIRE EXTINGUISHER” should be applied on the extinguisher. Submit manufacturer's technical data and installation instructions for all portable fire extinguishers required. Provide manufacturer's compatible bracket designed to prevent accidental dislodgment of extinguisher in standard enamel finish; color to match extinguisher.

Signage: Signage shall be furnished and installed by Owner’s sign contractor. General Contractor shall coordinate installation with the Owner’s sign contractor, including installation sequencing, access, and interface with adjacent construction. General Contractor shall provide any necessary associated work required to accommodate the signage installation and maintain a complete, weather-tight exterior envelope.

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DIVISION 10.1: CURTAINS AND CURTAIN TRACK

Curtains and Curtain Track: General Contractor shall hire Owner’s selected curtain and curtain track vendor.

Provide ceiling-mounted curtain track system with fabric curtains. Provide continuous track runs with factory-fabricated bends, curves, or corners as required. Provide mounting brackets and all fasteners compatible with drapery and track for complete system.

● Support Capability: Weight of drape mounted on track length indicated.

● Manually baton/wand operated

● Track and hardware finish: white

Drapes: All fabrics shall be treated with fire retardants and pass NFPA 701 as determined by testing of fabrics that were treated using treatment-application method intended for use for this Project by a testing and inspecting agency acceptable to authorities having jurisdiction.

● Where drapes abut overhead construction, hang drapes so…