260819_19A Mott Street_Bid Set.pdf

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Attached to
19A Mott Street General Contractor Bid Form
Solicitation number
2138330
Issued by
New York County, Nissequogue Village, New York

About this file

This is a bid set document for a general contractor project at 19A Mott Street in New York, NY, prepared by Spaced Agency Architecture on behalf of Welcome to Chinatown Inc. The project involves interior renovation and alteration work on a five-story, non-fireproof building located in the Chinatown and Little Italy Historic District (Block 164, Lot 46, Zone C6-1). The work is limited to the ground floor retail space and must comply with the 1968 Building Code and all applicable New York City Building Code requirements. The project scope includes demolition, interior finishes, lighting and electrical work, HVAC coordination, plumbing relocation, accessibility upgrades per ADA and 2022 NYC Building Code Chapter 11, door and hardware installation, and glazing. A mandatory site walkthrough is scheduled for August 25, 2026, with proposals due September 10, 2026, and questions due to the architect by September 4, 2026.

The Owner is requesting a Guaranteed Maximum Price (GMP) as the Base Bid using a modified AIA Document A102-2007 Standard Form of Agreement. The project requires Minority/Women Business Enterprise (MWBE) contracting goals of 15% for both MBE and WBE participation. The contractor must file all required certificates of insurance, obtain permits, coordinate with the Department of Buildings, provide as-built documentation upon completion, and maintain comprehensive site protection and environmental compliance throughout construction. No previous identical or substantially similar contracts have been awarded within the past five years.

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Text version

85.83'

26.08'

26.50'

MOSCO ST

M O

TT ST

WORK UNDER THIS

APPLICATION TO BE

PERFORMED IN THIS AREA

OF THE BUILDING ONLY

1 9 A M O T T S T.

BID SET

DATE ISSUED: AUGUST 19, 2026

NEW YORK, NY 10013

P L O T P L A N

D R A W I N G I N D E X

N NTS

BLOCK: 164

LOT: 46

ZONE: C6-1

MAP: 12D

CONSTRUCTION CLASS: 3 NON-FIREPROOF

HEIGHT: FIVE STORIES

EXISTING OCCUPANCY: STORES

PROPOSED OCCUPANCY: STORES

WORK UNDER: 1968 BUILDING CODE

LANDMARK STAUS: -

CHINATOWN AND LITTLE ITALY HISTORIC DISTRICT

NUMBER SHEET NAME

ARCHITECTURE

A0.01 COVER

A0.02 GENERAL NOTES

A0.03 ACCESSIBILITY NOTES AND DETAILS

AD1.10 DEMOLITION DRAWINGS

A1.10 FLOOR PLAN AND RCP

A1.20 LIGHTING AND ELECTRICAL RCP

A4.01 INTERIOR ELEVATIONS

A5.01 EXTERIOR ELEVATIONS AND ENTRY PLAN

A6.01 DETAILS

A8.00 SCHEDULES

A8.01 FINISH SCHEDULE AND KEY

CLIENT / 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

TEL: 646-580-2256

CODE CONSULTANT + EXPEDITOR

J. CALLAHAN CONSULTING

299 BROADWAY, SUITE 1420

NEW YORK, NY 10007

TEL: 212-766-2115

SIGNAGE DESIGN

ONCE-FUTURE OFFICE

34 35TH STREET

BUILDING #4, SPACE B513

BROOKLYN, NEW YORK 11232

P R O J E C T T E A M

A/E

AB

ACOUS

ACS, PNL, AP

AESS

AFF

ADDL

ADJ

ALT

ALUM

ARCH

BLDG

BLKG

BOS

BOD

B.O.

B/S

BTWN

BYND

C

CAB

CB

CG

CEM

CER

CHAN

CJ

CLG

CLR

CMPST

CMU

COL

CONC

CONT

CORR

CSMT

CT

CTR

DBL

DEG

DEMO

DEPT

DET

DF

DIA

DAMP

DN

DWG

E

EA

EFS

EG

EL

ELEC

ELEV

EMER

ENCL

ENGR

ENTR

EOS

EPDM

EQ

EQUIP

EXT

FA

FD

FEC

FE

FHC

FIN

FLR

FLUOR

FOC

FOF

FOM

FOS

FSTP

FT

FTG

FURN

FURR

GAVL

GEN

GL

GWB

GYP

HCD

HDWD

HGT

HM

HORIZ

HR

HTR

HVAC

IN

INSUL

INT

JAN

JT

L

LAM

LAV

LD

Architect/Engineer Anchor Bolt Acoustical Access Panel Architecturally Exposed Structural Steel Above Finish Floor Additional Adjustable, Adjacent, Adjoining Alternate, Altitude Aluminum Architect

Building Blocking Bottom of Steel Basis of Design Bottom of Both Sides Between Beyond

Course(s) Cabinet Chilled Beam Corner Guard Cement Ceramic Channel Construction Joint Ceiling Clear Composite Concrete Masonry Unit Column Concrete Continuous Corridor Casement Ceramic Tile Center, Contour

Double Degree Demolition Department Detail Drinking Fountain Diameter Damproofing Down Drawing

East Each Exterior Finish System Exhaust Grille Elevation Electric Elevator Emergency Enclosure Engineer Entrance Edge of Slab Ethylene Proplene Diene Monomer Equal Equipment Exterior

Fire Alarm Floor Drain Fire Extinguisher Cabinet Fire Extinguisher Fire Hose Cabinet Finished Floor or Flooring Fluorescent Face of Concrete Face of Finish

Face of Masonry Face of Stud Firestopping Foot or Feet Footing Furniture Furring

Galvanized Generator Glass Gypsum Wall Board Gypsum

Handicapped Door Operator Hardwood Height Hollow Metal Horizontal Hour Heater Heating, Ventilation, Air Conditioning

Inch or Inches Insulation Interior

Janitor Joint

Left Lamination Lavatory Linear Diffuser

LF

LG

LH

LHR

LT

LTG

LVT

MATL

MAX

MECH

MEP

MIN

MISC

MO

MTD

MTL

N

NA

NIC

NO

NOM

NTS

OC

OFCI

OFF

OPNG

OPP

PART

PC

PERF

PGWB

PL

PLAM

PLAS

PLYWD

PNL

PNT

PTD

PR

PRCST

PREFAB

QTY

R

RAD

RB

RCP

RD

REC

REF

REG

REINF

REQ

RH

RHR

RM

RO

RV

S

SAF

SC

SCHED

SECT

SGL

SIM

SP

SP_EX

SPEC

SS

STD

STL

STOR

STRUC

SUSP

T

TOB

TOC

TEL

TEMP

TOF

TOFF

THRESH

THRU

TOL

TOS

TYP

UNEX

UNFIN

UON

UNO

VB

VCT

VERT

VEST

VIF

VNR

VR

W W/ W/O

WD

WT

WP

Linear Foot Linear Grille Left Hand Left Hand Reverse Light Lighting Luxury Vinyl Tile

Material Maximum Mechanical Mechanical, Electrical, Plumbing Minimum Miscellaneous Masonry Opening Mounted Metal

North Not Applicable Not in Contract Number Nominal Not to Scale

On Center Owner Furnished, GC Installed Office Opening Opposite

Particle or Partial Precast Perforated Pointed Gypsum Wall Board Plate Plastic Laminate Plaster Plywood Panel Paint Painted Pair Precast Prefabricated

Quantity

Riser Radius Rubber Base Reflected Ceiling Plan Roof Drain Recessed Reference Register Reinforce or Reinforcing Required Right Hand Right Hand Reverse Room Rough Opening Roof Vent

South Sound Absorptive Finish Solid Core Schedule or Scheduled Section Single Similar Speaker Exterior Speaker Specification Stainless Steel Standard Steel Storage Structural Suspended

Tread Top of Beam Top of Concrete Telephone Temporary Top of Footing Top of Finishd Floor Threshold Through Tolerance Top of Slab or Top of Steel Typical

Unexcavated Unfinished Unless Otherwise Noted Unless Noted Otherwise

Vinyl Base Vinyl Composite Tile Vertical Vestibule Verify in Field Veneer Vapor Retarder

West With Without Wood Weight Waterproofing

X

AX.XX

X

AX.XX

ROOM

AX.XX

P0

0' - 00"

SLOPE

BUILDING SECTION

PLAN/SECTION DETAIL

ROOM NUMBER

DOOR NUMBER

INTERIOR ELEVATION

PARTITION TYPE

CEILING HEIGHT

INDICATED SLOPED

SURFACE

REVISION MARKER

REVISION CLOUD

ALIGN

ALIGN

CENTEREDCL

CONSULTANT

CERTIFICATION

NOT FOR CONSTRUCTION

SHEET TITLE:

PROJECT #:

DATE:

SCALE:

REVISION HISTORY

s p a c e d a g e n c y

© Spaced Agency PLLC a r c h i t e c t u r e

867 BOYLSTON ST, 5TH FL #1183

BOSTON, MA 02116

TEL: 646-580-2256

SHEET #:

DRAWN BY: TK

1/4" = 1'-0"

A M

O T

S

R E

E T

N ew

Y or k, N

Y

BID SET

A0.02

GENERAL NOTES

08/19/2026

D R A W I N G S Y M B O L SA B B R E V I A T I O N S

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ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK CITY BUILDING CODE, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE POLICIES.

BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY

GOVERNING NEW YORK CITY AGENCIES.

THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OF PROCEDURE, OR FOR SAFETY

PRECAUTIONS AND PROGRAMS IN CONNECTION WITH WORK, ALL OF WHICH SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISREPANCIES BETWEEN DRAWING AND FIELD CONDITIONS TO THE ARCHITECT.

THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR EXAMINING CONTRACT DOCUMENTS, FIELD CONDITIONS, AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ITEMS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE

ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK.

CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. IT IS THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CROSS CHECK WITH ARCHITECTURAL DRAWINGS PRIOR TO THE ORDERING AND INSTALLATION OF ANY STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL WORK. ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND CONSULTING ENGINEERS' DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR IMMEDIATE CLARIFICATION.

ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, AND CONDITIONED IN ACCORDANCE WITH THE MANUFACTURERS' WRITTEN

SPECIFICATIONS OR INSTRUCTIONS.

MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS.

THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL

AUTHORITIES AND BUILDING MANAGEMENT.

THE CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS-BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ARCHITECT UPON COMPLETION OF

CONSTRUCTION - NO EXCEPTION ALLOWED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE THE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE

WORK.

THE CONTRACTOR SHALL LAY OUT THEIR OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED

FOR OTHER TRADES (PLUMBING, ELECTRICAL, ETC.).

PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO

SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS.

THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE

JOB.

ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY

CAPPED OR PLUGGED.

THE CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR DEPARTMENT OF BUILDINGS

INSPECTIONS AND SIGNOFFS AS REQUIRED.

SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS TO BE INSTALLED TO MEET CODE

REQUIREMENTS.

THIS PROJECT IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA (SFHA).

ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DRAWINGS WITHOUT THE PRIOR APPROVAL

OF THE OWNER AND THE ARCHITECT SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.

THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE. THE CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR

ORDERS OF MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES.

PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE PLANS - SUBSTITUTIONS FOR SPECIFIED

MATERIALS REQUIRE WRITTEN APPROVAL FROM THE ARCHITECT.

UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SUBMIT ONE (1) SET OF SHOP DRAWINGS. SHOP DRAWINGS SHOULD INCLUDE DETAILED FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, DIAGRAMMATIC DRAWINGS, AND MATERIAL SCHEDULES. LOCATION AND ORIENTATION OF ALL ITEMS SHOULD BE CLEARLY INDICATED. BEGIN FABRICATION OF SHOP ITEMS AFTER RECEIVING ARCHITECT'S OR DESIGNER'S APPROVAL OF SHOP DRAWINGS. THE ARCHITECT'S REVIEW OF

SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL CONTRACTOR OR SUBCONTRACTOR FROM

RESPONSIBILITY FOR DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS UNLESS THEY HAVE, IN WRITING, AND BROUGHT TO THE ATTENTION OF THE ARCHITECT SUCH DEVIATIONS AT THE TIME OF THE SUBMISSION, NOR SHALL IT RELIEVE THE GENERAL CONTRACTOR FROM RESPONSIBILITY FOR ERRORS OF

ANY SORT IN THE SHOP DRAWINGS.

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CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION AND REMOVAL INDICATED ON THE DRAWINGS AND AS MAY BE REQUIRED BY THE WORK. ALL WORK SHALL BE DONE CAREFULLY AND

NEATLY, IN A SYSTEMATIC MANNER.

ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED

WITHOUT ADDITIONAL COST TO THE OWNER.

NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF

DEMOLITION.

NO STRUCTURAL ELEMENTS SHALL BE REMOVED UNLESS PORTIONS AFFECTED ARE ADEQUATELY

SUPPORTED BY EITHER TEMPORARY SHORING OR NEW STRUCTURAL ELEMENTS AS REQUIRED TO

PROTECT THE STABILITY AND INTEGRITY OF THE EXISTING STRUCTURE.

ALL ADJOINING PROPERTY AFFECTED BY ANY OPERATIONS OF DEMOLITION SHALL BE PROTECTED PER

THE REQUIREMENTS OF ARTICLE 19 OF THE NYC BUILDING CODE.

REMOVE OR RELOCATE ALL WIRING, PLUMBING, AND MECHANICAL EQUPMENT AFFECTED BY REMOVAL OF PARTITIONS. REMOVED PIPES AND/OR LINES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR

BELOW FINISH SURFACES, AND SHALL BE PROPERLY CAPPED OR PLUGGED.

THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIER AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY DEPARTMENT OF BUILDING RULES AND

REGULATIONS.

THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF THE WORK. ALL OPENINGS IN ANY WALL OR ROOF SHALL BE

PROTECTED FROM ALL FORMS OF WEATHER OR WATER PENETRATION.

THE CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS, PAY ALL FEES, OBTAIN ALL PERMITS AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY

CITY AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED.

D E M O L I T I O N N O T E S

G E N E R A L N O T E S

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WHERE EXISTING RESIDENTS ARE ADJACENT TO THE JOB SITE, CONTRACTOR SHALL MINIMIZE

CONSTRUCTION NOISE AND VIBRATION. SCHEDULE UNAVOIDABLY LOUD/IMPACT WORK FOR APPROVED

HOURS AND PROVIDE ADVANCE NOTICE TO OWNER. COORDINATE ANY EXCEPTIONS OR SPECIAL

CIRCUMSTANCES WITH THE BUILDING REPRESENTATIVE IN ADVANCE.

THE CONTRACTOR AT THEIR OWN EXPENSE, SHALL KEEP THE PROJECT AND SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR AND WATER POLLUTION

CONTROL STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH.

CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE CONTRACTOR

SHALL INFORM THE OWNER OF THE LOCATION OF DISPOSAL SITES.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB AFTER ITS COMPLETION.

WHERE APPLICABLE, CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, THE EXTERIOR AND THE

INTERIOR OF THE BUILDING, THE PATH OF TRAVEL TO THE JOB SITE.

THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED PER STATE AND LOCAL

CODES.

IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, OBTAIN ISSUANCE OF A BUILDING

OR GRADING PERMIT.

NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING WHICH DOES NOT COMPLY

WITH THE LOCAL FIRE AUTHORITY AND STATE AND COUNTY REQUIREMENTS.

CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AIR GRILLES, DIFFUSERS, AND DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING AIR DISTRIBUTION SYSTEMS.

BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE DONE SO IN

ACCORDANCE WITH STATE AND LOCAL CODES.

J O B S I T E N O T E S

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ALL AREAS SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN ACCORDANCE WITH THE 2022

NYC BUILDING CODE, CHAPTER 11, AND ICC/ANSI A117.1-2009.

ALL WALKWAYS, HALLS, CORRIDORS, AISLES AND OTHER SPACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH NYC BC CHAPTER 11 (ACCESSIBLE ROUTES) AND ICC/ANSI A117.1, CHAPTER 4

(ACCESSIBLE ROUTES).

SPACE ALLOWANCES AND REACH RANGES AT ALL ROOMS AND SPACES SHALL COMPLY WITH ICC/ANSI

A117.1 CHAPTER 3.

GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ROOMS AND SPACES INCLUDING FLOORS, WALKWAYS, RAMPS, CORRIDORS, STAIRS, AND CURB RAMPS SHALL BE STABLE, FIRMAND SLIP

RESISTANT AND COMPLY WITH ICC/ANSI A117.1 SECTION 302 AND 303.

ALL THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/4 IN. AND SHALL COMPLY WITH ICC/ANSI A117.1

CHAPTER 3.

ALL DOORS/DOORWAYS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH ICC/ANSI A117.1 SECTION 404.

HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES SHALL COMPLY WITH ICC/ANSI

A117.1 SECTION 309 AND THE APPLICABLE DOOR HARDWARE PROVISIONS OF SECTION 404.

ALL ACCESSIBLE STORAGE FACILITIES, SUCH AS CABINETS AND CLOSETS, SHALL COMPLY WITH ICC/ANSI

A117.1 SECTION 905.

ALL CONTROLS AND OPERATING MECHANISMS FOR LIGHTSWITCHES AND ALARMS SHALL BE ACCESSIBLE

AND SHALL COMPLY WITH ICC/ANSI A117.1 SECTION 309.

ALL EMERGENCY WARNING SYSTEMS SHALL COMPLY WITH ICC/ANSI A117.1 SECTION 702.

ACCESSIBILITY SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1 SECTION 703, INCLUDING TACTILE AND

BRAILLE REQUIREMENTS WHERE REQUIRED.

A C C E S S I B I L I T Y N O T E S

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EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF THE

GLASS.

GLASS SHALL BE FIRMLY SUPPORTED.

FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION.

ALL GLAZING WITHIN A 24" ARC OF EITHER EDGE OF A DOOR AND WITHIN 60" OF THE FLOOR SHALL BE

TEMPERED UNLESS SPECIFIED AS LAMINATE

ALL GLASS SHALL COMPLY WITH THE REQUIREMENTS OF STATE AND LOCAL CODES.

G L A Z I N G N O T E S

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TILES ADJACENT TO TRANSITION STRIPS ARE TO BE FULL SIZED.

LEVELING COMPOUND TO BEGIN SLOPE 4'-0" FROM EDGE OF TRANSITION STRIP. SLOPE NOT TO EXCEED

1/16" PER FOOT.

REFER TO THE ACCESSIBILITY NOTES PROVIDED FOR ADDITIONAL REQUIREMENTS.

T R A N S I T I O N S N O T E S

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SUBMITTALS REQUIRED FOR ALL DOOR, DOOR FRAME AND HARDWARE.

VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL GOVERNING CODES AND

STANDARDS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE OF DISCREPANCY.

FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO FABRICATION.

LATCHING AND LOCKING DOORS THAT ARE HAND OPERATED SHALL BE OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE (LEVER OR PUSH TYPE). VERIFY CONDITION AT

EXISTING DOORS.

MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING PER THE REQUIREMENTS OF THE ADA: -INTERIOR DOORS - 5 POUNDS -EXTERIOR DOORS - 5 POUNDS -FIRE DOORS - 15 POUNDS

RATED DOORS SHALL COMPLY WITH REQUIREMENTS OF ALL GOVERNING CODES AND STANDARDS.

ALL HARDWARE TO BE LEVER-TYPE PER STATE OF ALL GOVERNING CODES AND STANDARDS AND THE ADA.

OPENING HARDWARE IS TO BE CENTERED BETWEEN 34" AND 48" ABOVE FINISH FLOOR.

SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE.

PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS.

CONTRACTOR IS RESPONSIBLE TO COORDINATE AND VERIFY ALL DOOR FRAME THROAT THICKNESS FOR

EACH LOCATION.

ALL DOOR FRAMES TO BE FACTORY FINISHED.

ALL DOOR STOPS TO HAVE 2X6 BACKING IN THE WALL BEHIND.

MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT EXCEED 0-1/2" ABOVE FINISH

FLOOR SURFACE.

CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF NOT ABLE TO REFINISH TO

"AS NEW" CONDITION.

D O O R N O T E S

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WHERE ELECTRICAL, MECHANICAL, AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC. IT IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS WITH

THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF STRUCTURAL, MECHANICAL,

PLUMBING, AND ELECTRICAL WORK. ANY CONFLICT OR DISCREPANCY WITHIN CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT OT THE ARCHITECT'S ATTENTION FOR CLARIFICATION.

CONTRACTOR, ALONG WITH THE MECHANICAL CONTRACTOR, SHALL PROVIDE AND LOCATE ACCESS

DOORS/PANELS IN WALL AND CEILING CONSTRUCTION AS REQUIRED TO PROVIDE ACCESS TO

MECHANICAL, FIRE SPRINKLER, PLUMBING, AND ELECTRICAL WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS PANEL LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.

ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN RATING.

WHERE OCCURS, CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR CEILINGS AS NEEDED TO

REFURBISH SPACE AND REPAIR ALL DAMAGES CAUSED BY CONTRACTOR.

INTERIOR WALLS AND CEILINGS SHALL BE INSTALLATED IN ACCORDANCE TO STATE AND LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE DENSITY RATINGS FOR FINISH MATERIALS.

WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION BATTS SHALL BE NON-

COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE OZONE DEPLETING COMPOUNDS.

ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS-FREE

I N T E R I O R / E X T E R I O R N O T E S

L I S T O F I N S P E C T I O N S

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THE PROJECT ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN POSITION AS TO BE PLAINLY VISIBLE AND LEGIBILE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER

LOCAL FIRE DEPARTMENT STANDARDS.

COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIXED FIRE PROTECTION EQUIPMENT, INCLUDING

AUTOMATIC SPRINKLERS (IF APPLICABLE) AND OTHER FIRE-PROTECTION SYSTEMS, SHALL BE

SUBMITTED BY INSTALLING CONTRACTOR. SUCH PLANS SHALL BE APPROVED BY LOCAL FIRE

AUTHORITY PRIOR TO INSTALLATION.

LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH STATE AND LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR.

VERIFY QUANTITY AND EXACT LOCATION FROM FIRE DEPARTMENT PRIOR TO ORDERING.

AT LEAST ONE (1) FIRE EXTINGUISHER WITH A MINIMUM RATING OF : 2-A-10B:C (FOR OFFICE) SHALL BE PROVIDED WITHIN 75'-0" MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE FEET OR PORTION

THEREOF ON EACH FLOOR.

STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH STATE AND LOCAL FIRE CODES. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE

AUTHORITY PRIOR TO ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN

SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS.

BUILDING NOT APPROVED FOR HIGH-PILED STOCK (MATERIALS IN CLOSELY PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE EXCEEDS 12'-0" IN HEIGHT, AND 6'-0" FOR GROUP "A" PLASTICS AND CERTAIN OTHER HIGH-HAZARD COMMODITES), HIGH-PILED STOCK SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH-PILED STORAGE IN ACCORDANCE WITH STATE AND LOCAL

FIRE CODES.

A LETTER OF INTENDED USE MAY BE REQUIRED BY THE FIRE INSPECTOR.

F I R E A U T H O R I T Y N O T E S

1.

2.

SEE PERMIT DRAWINGS FOR LIST OF REQUIRED INSPECTIONS

TENANT PROTECTION PLAN SHALL BE SUBMITTED IN ACCORDANCE WITH THE REQUIREMENTS OF

ARTICLE 120 OF TITLE 28 OF THE ADMINISTRATIVE CODE PRIOR TO THE ISSUANCE OF A PERMIT. LOCAL

LAW 106 OF 2019.

NO DESCRIPTION DATE

1. ALL APPLICABLE WORK SHALL BE COMPLIANT TO NYC ENERGY CONSERVATION CODE 2025

E N E R G Y C O M P L I A N C E N O T E S

" M

IN

18" MIN.

FRONT APPROACH,

PULL SIDE

" M

IN

FRONT APPROACH,

PUSH SIDE

X

NOTE: X=12"

IF THE DOOR HAS

BOTH A CLOSER

AND A LATCH

" M

IN

Y

HINGE SIDE APPROACH,

PUSH SIDE NOTE: Y=48" MIN

IF DOOR HAS BOTH

LATCH AND CLOSER

54" MIN.

" M

IN

YLATCH SIDE APPROACH,

PUSH SIDE

NOTE: Y=48" MIN

IF DOOR HAS A

CLOSER

24" MIN.

X

Y

X

HINGE SIDE APPROACH,

PULL SIDE

NOTE:

X=36" MIN. IF Y=60" MIN.;

X=42" MIN. IF Y=54" MIN.

" M

IN

Y

24" MIN.

LATCH SIDE APPROACH,

PULL SIDE

NOTE:

Y=54" MIN. IF DOOR

HAS CLOSER

" M

IN

24" MAX 48" MIN 24" MAX

" M

IN

.00

32" MIN.

SINGLE WHEELCHAIR SPACE TWO WHEELCHAIR SPACES

36" MIN 33" MIN 33" MIN

" M

IN

" M

IN

CLEAR WIDTH OF ACCESSIBLE ROUTE

CLEAR WIDTH AT DOORS

8" MIN

" M

IN

MIN

11"

9"

KNEE AND TOE SPACE AT LAVATORIES AND SINKS

MAX

6"

17" MIN

" M

IN

25" MAX

A C C E S S I B L E C L E A R A N C E S A N D R E A C H

" M

IN

4" MAX

" M

IN

X

IF

0" <X

<2 4"

, 4

" M

AX

IF

X

<1 0"

, 4 8"

M

AX

" M

AX

" M

IN

" M

AX

" M

AX

" M

IN

MAX

10"

UNOBSTRUCTED FORWARD REACH

X

IF

0" <X

<2 5"

, 4 4"

M

AX

IF

X

<2 0"

, 4 8"

M

AX

UNOBSTRUCTED HIGH FORWARD REACH

UNOBSTRUCTED SIDE REACH

UNOBSTRUCTED HIGH SIDE REACH

LIMITS OF PROTRUDING OBJECTS

1.

2.

3.

4.

5.

IN THE EVENT CONFLICTS

ARE DISCOVERED BETWEEN

INFORMATION ON THIS

SHEET AND INFORMATION

SHOWN ELSEWHERE, THE

INFORMATION ON THIS

SHEET SHALL GOVERN.

INFORMATION SHOWN ON

THIS SHEET IS THE MINIMUM

REQUIREMENT FOR

ACCESSIBILITY COMPLIANCE

AND DOES NOT ADDRESS

COMPLIANCE WITH OTHER

CODES OR STANDARDS.

ALL DIMENSIONS SHOWN ON

THIS PAGE ARE TO THE

APPLIED FINISHED FACE.

CONTRACTOR SHALL MAKE

ALLOWANCES FOR

THICKNESSES OF

SCHEDULED FINISHES.

DRAWINGS ON THIS SHEET

ARE NOT TO SCALE.

THIS IS A STANDARD SHEET.

ALL INFORMATION SHOWN

ON THIS SHEET DOES NOT

NECESSARILY APPLY TO

THIS PROJECT.

LEVEL CHANGES

THRESHOLD

1/ 4"

M

AX

GRATING - PLAN

LONG DIMENSION

OF GRATING

PERPENDICULAR

TO TRAVEL

DIRECTION

GRATING - DETAIL

DIRECTION OF TRAVEL

1/2" MAX

OPENING

WIDTH

DOOR AS

SCHEDULE

D

THRESHOLD

2% MAX. SLOPE

1/ 2"

M

AX

1/ 2"

M

AX

DIRECTION OF TRAVEL

4'

0"

5'

0"

1' - 6"

SIGN

DOOR SIGNAGE

G E N E R A L N O T E S

DOORS IN SERIES

4'-0"

MIN.

CLEAR

4'-0"

MIN.

CLEAR

SHELVES CLOTHES ROD

AT LEAST 50% OF SELF-SERVE

SHELVES TO BE WITHIN REACH RANGE

10" MIN.

M

IN

1'

6"

MAX.

1' - 9"

MAX.

1' - 9"

4'

0" M

AX

4'

0" M

AX

R

AN

G E

AC

C

ES

S

CONSULTANT

CERTIFICATION

NOT FOR CONSTRUCTION

SHEET TITLE:

PROJECT #:

DATE:

SCALE:

REVISION HISTORY

s p a c e d a g e n c y

© Spaced Agency PLLC a r c h i t e c t u r e

867 BOYLSTON ST, 5TH FL #1183

BOSTON, MA 02116

TEL: 646-580-2256

SHEET #:

DRAWN BY: TK

1/2" = 1'-0"

A M

O

R E

E T

N ew

Y or k, N

Y

BID SET

A0.03

ACCESSIBILITY

NOTES AND DETAILS

08/19/2026

NO DESCRIPTION DATE

D E M O L I T I O N L E G E N D

EXISTING WALL TO BE DEMOLISHED

D E M O L I T I O N G E N E R A L N O T E S

EXISTING WALL

NORTH

1.

2.

3.

4.

5.

6.

COMPLY WITH APPLICABLE LOCAL, STATE, AND

FEDERAL CODES AND REGULATIONS PERTAINING TO

SAFETY OF PERSON, PROPERTY AND ENVIRONMENT

PROTECTION.

PRIOR TO ANY DEMOLITION WORK, CONTRACTOR TO

CONDUCT ALL APPROPRIATE TESTING FOR

HAZARDOUS MATERIALS.

MANAGE AND DISPOSE OF HAZARDOUS BUILDING

MATERIALS ENCOUNTERED DURING RENOVATION, IF

ANY, IN ACCORDANCE WITH APPLICABLE

ENVIRONMENTAL, HEALTH, AND SAFETY REGULATIONS

AND STANDARDS.

REMOVE MISCELLANEOUS CONDUIT, ETC. ON

EXTERIOR WALLS IF NO LONGER REQUIRED FOR

INTERIOR CONSTRUCTION.

EXISTING ELECTRICAL OUTLETS AND SWITCHES TO

REMAIN, UON.

DESIGN INTENT IS TO REUSE AS MUCH OF THE

EXISTING GYPSUM WALL BOARD AS PRACTICAL.

REMOVE ALL WATER DAMAGED GWB, AVOID SMALL

PATCHES OF EXISTING GWB; PREFER TO REPLACE

FULL WIDTH SHEETS (4') WHERE POSSIBLE.

NO WORK DONE

EXISTING DOOR TO BE DEMOLISHED

EXISTING CONC. SLAB OR MASONRY

TO BE DEMOLISHED, SEE STRUC. DWG

DEMOLISH EXISTING

CASEWORK, TYP

73' - 5"

DEMOLISH EXISTING

STOREFRONT, ENTRY

DOOR AND DISPLAY

CASE

REMOVE PLUMBING

FIXTURES AND

PROTECT ROUGH-INS

FOR NEW FIXTURES

EXISTING BOX

TO REMAIN

DEMOLISH WATER

FILTRATION PIPING

EXISTING CEILING, HVAC ELEMENTS AND

LIGHTS TO BE REMOVED. PROTECT

EXISTING STRUCTURE

REMOVE

EXISTING

STOREFRONT

REMOVE

EXISTING

DOOR

REMOVE EXISTING

AWNING BOX

REMOVE EXISTING

SCONCE

EXISTING METAL

ROLL-UP GATE,

HOOD AND MOTOR

BOX TO REMAIN

REMOVE DISPLAY

CASE

DEMOLISH WALL

CONSULTANT

CERTIFICATION

NOT FOR CONSTRUCTION

SHEET TITLE:

PROJECT #:

DATE:

SCALE:

REVISION HISTORY

s p a c e d a g e n c y

© Spaced Agency PLLC a r c h i t e c t u r e

867 BOYLSTON ST, 5TH FL #1183

BOSTON, MA 02116

TEL: 646-580-2256

SHEET #:

DRAWN BY: TK

As indicated

A M

O

R E

E T

N ew

Y or k, N

Y

BID SET

AD1.10

DEMOLITION

DRAWINGS

08/19/2026

1/4" = 1'-0"1 MAIN FLOOR DEMO PLAN

1/4" = 1'-0"2 MAIN FLOOR DEMO RCP

1/2" = 1'-0"3 DEMOLITION ELEVATION

NEW FULL HEIGHT WALL,

REF. A8.00 PARTITION SCHED.

CASEWORK,

REF. A8.00 CASEWORK SCHED.

PARTITION TYPE,

REF. A8.00 PARTITION SCHED.

DOOR TAG,

REF. A8.00 DOOR SCHED.

X

EXISTING WALL TO REMAIN

M-00

C O N S T R U C T I O N L E G E N DC O N S T R U C T I O N G E N E R A L N O T E S

NORTH

1.

2.

3.

4.

ALL DIMENSIONS TO BE VERIFIED IN THE FIELD

(VIF). NOTIFY ARCHITECT IF THERE IS A

DISCREPANCY GREATER THAN 1/2".

NOTIFY ARCHITECT IMMEDIATELY OF ANY

INCONSISTENCIES OR DISCREPANCIES WITH

PLANS IN RELATION TO EXISTING FIELD

CONDITIONS.

WRITTEN DIMENSIONS TAKE PRECEDENCE OVER

SCALE ON THE CONSTRUCTION DOCUMENTS. DO

NOT SCALE DRAWING DIRECTLY.

UNLESS NOTED OTHERWISE, DIMENSIONS AT NEW

PARTITIONS ARE TO FACE OF STUD. DIMENSIONS

AT EXISTING PARTITIONS ARE TO FACE OF FINISH.

NO WORK DONE IN THIS PHASE

TOP OF FINISH FLOOR ELEVATION

GYPSUM CEILING BOARD

0'-0" CEILING HEIGHT

R C P L E G E N D

A5.011

WC

OFFICE

STORE

A4.01

A4.014

A4.01

A4.01

M O

TT

S

TR

EE

T

2'

1/

2"

6'

/2

/2

9'

1/

2"

A5.01

EXISTING BOX

TO REMAIN

3 3/4"12' - 6 5/8"

DISPLAY PANEL SYSTEM AND

MOBILE CART BY OTHERS

A6.01

FRIDGE

NEW FIXTURES OVER

EXISTING ROUGH INS

EXISTING WINDOW TO REMAIN

CURTAIN TRACK ABOVE, SEE RCP

A6.01

SEE FINISH PLAN

C

LE

AR

3' M

IN

EQUIP.

RACK

TAPE, SEAM AND PATCH

EXISTING PARTITION

CURTAIN TRACK AND CURTAIN.

SEE DETAILS AND SPECFICIATIONS

7' - 7"

8' - 6"

9'

1"

3'

1"

9' - 0"NEW GWB CEILING ALIGNED

TO EXISTING GWB CEILING

PAINT TO

MATCH XT-1

COLOR

2'x2' ACCESS PANEL, SUBMITTAL REQ

7' - 6"

7' - 7" TO BOTTOM OF GWB

PROVIDE 1/4"

REVEAL TRIM

AT TRANSITION

CONSULTANT

CERTIFICATION

NOT FOR CONSTRUCTION

SHEET TITLE:

PROJECT #:

DATE:

SCALE:

REVISION HISTORY

s p a c e d a g e n c y

© Spaced Agency PLLC a r c h i t e c t u r e

867 BOYLSTON ST, 5TH FL #1183

BOSTON, MA 02116

TEL: 646-580-2256

SHEET #:

DRAWN BY: TK

As indicated

A M

O

R E

E T

N ew

Y or k, N

Y

BID SET

A1.10

FLOOR PLAN AND

RCP

08/19/2026

1/4" = 1'-0"1 CONSTRUCTION PLAN

1/4" = 1'-0"2 REFLECTED CEILING PLAN

REF INTERIOR ELEVATIONS

FOR MOUNTING HEIGHTS

SC

SC

SC

SC SC

SC

TV

8' - 0" VIF10' - 1" VIF13' - 11" VIF10' - 0" VIF

MOUNT SPEKERS OVER

EXISTING ROUND DIFFUSER

LOCATIONS, U.N.O.EQUIPMENT

RACK

ES-1 RR-5

EL-1EL-1WS-1

FL-1

RR-2RR-2

OC

TL-2

D3

T

FX

TS

D

EL-1

D3

TL-4TL-4TL-4TL-4TL-4 TL-4TL-4TL-4TL-4TL-4TL-4TL-4

2'

7" D3D3

OC

RR-2 RR-2 RR-2 RR-2RR-2

5' - 2"4' - 0" 6' - 0"6' - 0"

3'

7"

PROVIDE DEDICATED

CIRCUIT AND SWITCH

FOR EXTERIOR SIGN

LIGHTING. COORDINATE

WITH OWNER'S SIGN

HANGER

AC AC

EXISTING WALL-MOUNTED

VENTILATION FAN TO REMAIN

LIGHTED

BULLETIN

BOARD

NORTH

RECESSED CEILING MOUNTED FIXTURE

WALL SCONCE

TRACK LIGHTING FIXTURE

(TRACK MOUNTED FIXTURE TYPE MAY VARY)

M E P D E S I G N I N T E N T

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

MECHANICAL, ELECTRICAL, AND PLUMBING INFORMATION SHOWN IN THE ARCHITECTURAL DRAWINGS IS DIAGRAMMATIC AND PROVIDED FOR DESIGN INTENT ONLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RETAINING QUALIFIED MEP SUBCONTRACTORS, PREPARING AND FILING REQUIRED MEP PERMIT APPLICATIONS, PROCUREMENT, COORDINATION, INSTALLATION AND TESTING OF ALL MEP SYSTEMS REQUIRED FOR A COMPLETE, CODE-COMPLIANT, AND OPERATIONAL INSTALLATION. HVAC SHOP DRAWINGS, INCLUDING PROPOSED EQUIPMENT, DUCT DISTRIBUTION, DIFFUSERS, GRILLES, REGISTERS, CONTROLS, AND RELATED COORDINATION, SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO INSTALLATION.

ALL WORK SHALL BE IN COMPLIANCE WITH NFPA-70, NATIONAL ELECTRICAL CODE, NYCECC 2025, AND ALL OTHER APPLICABLE CODES AND REGULATIONS.

ALL PENETRATIONS THROUGH FLOORS, RATED WALLS AND PARTITIONS SHALL BE SEALED WITH A UL APPROVED FIRE SEALANT MATERIAL TO MAINTAIN THE

RATING OF THE SEPARATION.

ALL EXISTING CONVENIENCE RECEPTACLES AND LIGHTING SWITCHES TO HAVE NEW COVER PLATES.

LIGHTING TOGGLE SWITCHES SHALL BE COMMERCIAL SPECIFICATION GRADE, 120 VOLT, IN FINISH COLOR MATCHING ADJACENT WALL, AS MANUFACTURED BY LUTRON. CONVENIENCE RECEPTACLES SHALL BE COMMERCIAL SPECIFICATION GRADE UNLESS SHOWN OTHERWISE, GROUNDED TYPE, GFCI, NEMA 5-20R, SIDE

WIRED AS MANUFACTURED BY LEVITON, PASS & SEYMOUR, OR APPROVED EQUAL, U.N.O.

CONVENIENCE RECEPTACLES SHALL BE FINISHED SUCH THAT THEY MATCH ADJACENT WALL FINISH COLOR. DEVICE COVER PLATES SHALL BE THERMOPLASTIC

NYLON TYPE, PAINTED TO MATCH WALL FINISH COLOR, IN ALL FINISHED SPACES.

ALL NEW LIGHTING FIXTURES SHALL HAVE A COLOR TEMPERATURE OF 3000K, U.N.O.

PROVIDE DUCTING TO ALL HVAC TERMINALS AND GRILLES. PRIOR TO SUBSTANTIAL COMPLETION, GC SHALL SCHEDULE A SITE VISIT WITH OWNER AND

ARCHITECT TO ADJUST DAMPERS AT ALL HVAC TERMINALS AND GRILLES.

NEW EXIT SIGNS SHALL BE CONNECTED TO RESPECTIVE EXIT SIGN CIRCUIT SERVICING THESE AREAS IF APPROVED BY BUILDING OWNERSHIP AND

MANAGEMENT. CONTRACTOR TO COORDINATE AND VERIFY CIRCUIT IN FIELD.

EXIT LIGHT FIXTURES SHALL HAVE FACTORY DIE CUT DIRECTIONAL ARROWS AS INDICATED ON ALL PLANS. ALL EXIT SIGNS SHALL BE PROVIDED WITH

EMERGENCY BATTERY PACKS.

ALL ACCESS PANELS ON GWB CEILINGS SHALL BE FLUSH TO CEILING AND PAINTED TO MATCH ADJACENT CEILING.

PAINT ALL EXPOSED PIPING, CONDUITS, DUCTWORK AND MECHANICAL AND ELECTRICAL EQUIPMENT TO MATCH ADJACENT FINISH COLOR, U.N.O.

L I G H T I N G S Y M B O L S

X

X

X

NOTE: REF. TO ELECTRICAL DWG FOR SWITCHING

T THERMOSTAT, CONTROL ONLY

HVAC WALL-MOUNTED SPLIT UNIT,

WHITE FINISH

H V A C S Y M B O L S

LIGHT SWITCH, + 48" AFF UNO

3 = 3-WAY

D = DIMMER

OC = WITH OCCUPANCY SENSOR

X

SECURITY CAMERA, BLACK FINISHSC

DATA OUTLET (CAT6A)

L O W V O L T A G E S Y M B O L S

GC SHALL HIRE OWNER'S SELECTED LOW-VOLTAGE DESIGN-

BUILDER AS A SUBCONTRACTOR PER SPECIFICATIONS. LOW-

VOLTAGE DRAWINGS PROVIDED BY THE ARCHITECT SHOW

BASIS OF DESIGN. ALL MOUNTING HARDWARE INCLUDED IN

GC SCOPE.

WIFI ACCESS POINT, BLACK FINISH

TS TEMPERATURE SENSOR, PAINTED TO

MATCH ADJACENT WALL

CEILING SPEAKERS, BLACK FINISH

DUPLEX RECEPTACLE

DUPLEX GFCI RECEPTACLE

REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS.

P O W E R S Y M B O L S

FIRE EXTINGUISHER

F I R E S A F E T Y S Y M B O L S

FX

CEILING / WALL MOUNTED EMERGENCY LIGHT.

SEE RCP AND INTERIOR ELEVATION FOR

MOUNTING LOCATION. SEE LIGHTING FIXTURE

SCHEDULE FOR TYPE

NOTE: REF. TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHT

WALL MOUNTED EMERGENCY LED EXIT SIGN

WITH DIRECTIONAL ARROWS (ES-1 U.N.O.)

ILLUMINATED SURFACE

CONTROLS NARRATIVE

PROVIDE WALL SWITCH WITH OCCUPANCY AT OFFICE AND WC. SENSOR

SHALL AUTOMATICALLY TURN LIGHTS OFF WITHIN 30 MINUTES.

PROVIDE TIME-SWITCH CONTROLS AT STORE FOR AUTOMATIC ON AND OFF

CONTROL OF LIGHTING DURING STORE OPERATING HOURS. EMERGENCY

FIXTURES SHALL REMAIN ILLUMINATED 24 HOURS A DAY.

PROVIDED PHOTO-SENSOR AT ALL EXTERIOR LIGHTS TO ALLOW LIGHTS TO

TURN ON ONLY WHEN SUNLIGHT IS NOT PRESENT. A TIMER SWITCH SHALL

ALSO BE PROVIDED FOR LIGHTING BUILDING FACADE. TIME CLOCK SHALL

SHUT OFF LIGHTING FROM 12 MIDNIGHT OR WITHIN ONE HOUR OF THE END

OF OPERATIONS AS PER OWNER'S PROJECT REQUIREMENTS.

AC

CONSULTANT

CERTIFICATION

NOT FOR CONSTRUCTION

SHEET TITLE:

PROJECT #:

DATE:

SCALE:

REVISION HISTORY

s p a c e d a g e n c y

© Spaced Agency PLLC a r c h i t e c t u r e

867 BOYLSTON ST, 5TH FL #1183

BOSTON, MA 02116

TEL: 646-580-2256

SHEET #:

DRAWN BY: TK

As indicated

A M

O

R E

E T

N ew

Y or k, N

Y

BID SET

A1.20

LIGHTING AND

ELECTRICAL RCP

08/19/2026

NO DESCRIPTION DATE

1/4" = 1'-0"2 POWER AND LOW-VOLTAGE RCP

1/4" = 1'-0"1 HVAC, LIGHTING AND SWITCHING RCP

EXISTING BOX TO BE

REFINISHED TO MATCH

ADJACENT WALL

BASEBOARD OUTLETS FLUSH TO

FACE OF WOOD BASE, TYP. ALONG

NORTH WALL

8'

0"

PROVIDE DOUBLE 2x6 BLOCKING BEHIND GWB FOR OPERABLE

DISPLAY PANEL SYSTEM, COORDINATE LOCATION WITH

OWNER'S DISPLAY PANEL FABRICATOR. PATCH GWB WALL

A6.01

PT-2

A6.01

EXISTING ELECTRICAL

PANEL TO REMAIN

EXISTING OUTLETS

TO REMAIN, TYP.

EXISTING WINDOW TO REMAIN

WALL-MOUNT

65" TV

EMERGENCY LIGHTING, TYP.

TEMPERATURE SENSOR

6' - 9"

4'

4"

PT-2

PT-1

7'

6" T

YP

AC AC

7'

6"

PT-2

G1

A6.01

SIM.

ROOM SIGNS BY

OWNER'S SIGN HANGER

CURTAIN TRACK

PT-2

PT-1

EXISTING WALL-MOUNTED

VENTILATION FAN TO

REMAIN

PROVIDE PAINTED

20"x8" DOOR

TRANSFER GRILLE

B.O.D. PRICE

INDUSTRIES ATG

PATCH MISSING

AND DAMAGED

WAINSCOT TILES

WITH MATCHING

TILES, TYP

PT-1

PT-1

EXISTING OUTLETS TO REMAIN

PT-1

PATCH MISSING

AND DAMAGED

WAINSCOT TILES

WITH MATCHING

TILES, TYP

MIRROR

PT-1

EXISTING OUTLETS TO REMAIN, TYP.

FRIDGE EXISTING WALL-

MOUNTED

VENTILATION FAN

TO REMAIN

PROVIDE PAINTED

20"x8" DOOR

TRANSFER GRILLE

B.O.D. PRICE

INDUSTRIES ATG

FRIDGETHERMOSTAT

CONTROL

EQUIPMENT

RACK

FRIDGE

8"

4'

0"

1'

6"

MIN.

9"

4'

6" T

YP

6"

TYP. SINGLE GANG OR

MULTI-GANG WALL

SWITCH; SEE NOTES

TYP DATA OUTLET U.O.N., SEE NOTES

HOOKS

TOP OF

COUNTER

TYP. PANTRY

RECEPTACLE

2"

THERMOSTAT

AV CONTROLS

CARD READER

AUTOMATIC DOOR PUSH BUTTON

FIRE EXTINGUISHER

CABINET

TYP RECEPTACLE AT WALL U.O.N., SEE NOTES

2"

ROOM SIGN

BASEBOARD DATA / RECEPTACLE, AS NOTED

CONSULTANT

CERTIFICATION

NOT FOR CONSTRUCTION

SHEET TITLE:

PROJECT #:

DATE:

SCALE:

REVISION HISTORY

s p a c e d a g e n c y

© Spaced Agency PLLC a r c h i t e c t u r e

867 BOYLSTON ST, 5TH FL #1183

BOSTON, MA 02116

TEL: 646-580-2256

SHEET #:

DRAWN BY: TK

As indicated

A M

O

R E

E T

N ew

Y or k, N

Y

BID SET

A4.01

INTERIOR

ELEVATIONS

08/19/2026

1/2" = 1'-0"1 STORE - NORTH ELEVATION

1/4" = 1'-0"3 STORE - SOUTH ELEVATION

1/2" = 1'-0"2 STORE - EAST ELEVATION

1/4" = 1'-0"4 STORE - WEST ELEVATION

1/4" = 1'-0"9 WC - NORTH ELEVATION

1/4" = 1'-0"10 WC - EAST ELEVATION

1/4" = 1'-0"11 WC - SOUTH ELEVATION

1/4" = 1'-0"12 WC - WEST ELEVATION

1/4" = 1'-0"5 OFFICE - NORTH ELEVATION

1/4" = 1'-0"6 OFFICE - EAST ELEVATION

1/4" = 1'-0"7 OFFICE - SOUTH ELEVATION

1/4" = 1'-0"8 OFFICE - WEST ELEVATION

NO DESCRIPTION DATE

1.

2.

DIMENSIONS LOCATING SWITCHES/WALL PLATES TAKEN FROM CENTERLINE OR EDGE OF UNIT.

WALL PLATES AT SWITCHES, RECEPTACLES, CABLE JACK, PHONE JACK, ETC. FINISH AND COLOR TO BE SELECTED BY ARCHITECT.

I N T E R I O R E L E V A T I O N N O T E S

1/4" = 1'-0"

TYPICAL MOUNTING HEIGHTS

EXISTING METAL ROLL-

UP GATE MOTOR BOX

TO REMAIN

8"

12' - 2"

NEW SIGN PROVIDED

AND INSTALLED BY

OWNER'S SIGN HANGER.

GC TO COORDINATE

INSTALLATION

ADA PORTABLE RAMP SIGN

(PORTABLE RAMP PROVIDED

PER LOCAL LAW 122 OF 2019)

PROVIDED BY OWNER,

COORDINATE INSTALL WITH

OWNER'S SIGN HANGER

3'

4"

CLEAN, REPAIR AND REPOINT

EXISTING BRICK FACADE

BEHIND DEMOLISHED SIGN

BOX AS REQ. FINISH IN PT-3

A6.01

REGION FOR NEW SIGN AND SIGN

LIGHTING PROVIDED AND INSTALLED

BY OWNER'S SIGN HANGER. GC TO

COORDINATE INSTALLATION

XT-1 OVER EXISTING WALLS, TYP.

G1

6' - 6" VIF

6'

" V

IF

7'

" V

IF

3' - 4" VIF

G1

2' - 11" VIF

6'

" V

IF

XT-1 OVER EXISTING

WALLS, TYP.

A5.011

A5.01

BEVELED

THRESHOLD

NEW

STOREFRONT

OVER EXISTING

OPENINGS

TILES, SEE

FINISH PLAN

LIGHTED

BULLETIN BOARD

2'

0" 4'

0"

1' - 6"

SURFACE-MOUNTED

LIGHTED BULLETIN

BOARD, B.O.D. AARON

ODCC2418RIBA, DARK

BRONZE ANODIZED

FINISH

CONSULTANT

CERTIFICATION

NOT FOR CONSTRUCTION

SHEET TITLE:

PROJECT #:

DATE:

SCALE:

REVISION HISTORY

s p a c e d a g e n c y

© Spaced Agency PLLC a r c h i t e c t u r e

867 BOYLSTON ST, 5TH FL #1183

BOSTON, MA 02116

TEL: 646-580-2256

SHEET #:

DRAWN BY: TK

1/2" = 1'-0"

A M

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BID SET

A5.01

EXTERIOR

ELEVATIONS AND

ENTRY PLAN

08/19/2026

1/2" = 1'-0"1 MOTT STREET ELEVATION

NO DESCRIPTION DATE

1/2" = 1'-0"2 STOREFRONT SIDE ELEVATION

1/2" = 1'-0"4 DETAILED PLAN

1/2" = 1'-0"3 STOREFRONT SOUTH ELEVATION

GC TO PROVIDE WIRING, OUTLETS AND

COVERPLATES. COORDINATE OUTLETS

AND COVERPLATES WITH OWNER'S

DISPLAY PANEL FABRICATOR.

NORTH WALL SOFFIT:

5/8" GWB, PT-2 FINISH

2x FRAMING WITH DIAGONAL BRACING AS REQ

9"

1/ 4"

7' - 6"

CEILING, SEE RCP

FLOORING, SEE FINISH SCHEDULE

VERIFY WITH

OWNER

DOUBLE 2x6 BLOCKING, SEE ELEVATION

GWB SOFFIT,

BOTTOM @ 7'7" A.F.F.

1"

PLYWOOD SOFFIT BY

OTHERS

WALL AT OPERABLE DISPLAY PANEL:

OPERABLE DISPLAY PANEL BY OTHERS

GC TO CUT OPENING IN GWB FOR IN-WALL

BLOCKING, PROVIDE AND INSTALL

BLOCKING, THEN PATCH GWB.

COORDINATE IN-WALL BLOCKING

LOCATIONS WITH OWNER'S OPERABLE

DISPLAY PANEL FABRICATOR

FLUSH WOODEN BASEBOARD AND

BASEBOARD CUT-OUTS FOR

ELECTRICAL OUTLETS BY OTHERS

MAX TOTAL STACKED

5' - 0"

EQ EQ EQ EQ

27' - 6" TRACK LENGTH

9'

0" V

IF

1" G

AP

DRAPE

PANEL A

DRAPE

PANEL B

DRAPE

PANEL C

DRAPE

PANEL D

DRAPERY CONSTRUCTION, TYP:

60% FILL RIPPLE FOLD

UPPER: TO BE SELECTED

LOWER TRIM: TO BE SELECTED

RECESSED TRACK

IN GWB CEILING

FINISH FLOOR

1'

6"

ALUMINUM CURTAIN TRACK,

WHITE, MUD-IN. B.O.D. TEKTRIM

CURTAIN DRAPERY

CARRIER, WHITE

BLOCKING AND SHIM AS REQ

FLUSH WOOD BASE

WITH OPENINGS FOR

OUTLETS, BY OTHERS

4"

BASEBOARD OUTLET

1/ 4"

RUBBER BASE,

AS SCHEDULED

4"

SEALANT AND

BACKER ROD

EXISTING ROLL-UP GATE TO REMAIN

LIGHTING PER RCP

FURRED GWB CEILING

2X FRAMING, TYP.

WOOD SOFFIT BY

OTHERS BEYOND

6" = 1'-0"6 WALL BASE DETAIL - RUBBER BASE

1 1/2" = 1'-0"3 CEILING DETAIL BEHIIND STOREFRONT

3" = 1'-0"2 CURTAIN TRACK DETAIL

6" = 1'-0"5 WALL BASE DETAIL - FLUSH WOOD

CONSULTANT

CERTIFICATION

NOT FOR CONSTRUCTION

SHEET TITLE:

PROJECT #:

DATE:

SCALE:

REVISION HISTORY

s p a c e d a g e n c y

© Spaced Agency PLLC a r c h i t e c t u r e

867 BOYLSTON ST, 5TH FL #1183

BOSTON, MA 02116

TEL: 646-580-2256

SHEET #:

DRAWN BY: TK

As indicated

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A6.01

DETAILS

08/19/2026

NO DESCRIPTION DATE

1/4" = 1'-0"1 CURTAIN ELEVATION

1 1/2" = 1'-0"4 STORE NORTH WALL DETAIL SECTION

C E I L I N G A N D W A L L D E T A I L S

W A L L B A S E D E T A I L S

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

UNLESS INDICATED OTHERWISE, ALL NEW INTERIOR PARTITIONS ARE TYPE P-3.

PARTITION TYPE DESIGNATIONS ARE SHOWN ON FLOOR PLANS. WHERE PLANS ARE ENLARGED, DESIGNATIONS ARE FOUND ONLY ON THE ENLARGED PLANS.

UNLESS NOTED OTHERWISE, ALL METAL STUDS ARE 25 GA. UNLESS PROJECT CONDITIONS REQUIRE HEAVIER MATERIAL DUE TO VERTICAL SPAN. BASIS OF DESIGN IS THE LIMITING HEIGHT TABLES FROM UNITED STATES GYPSUM CO., AND INCLUDE AN ALLOWANCE OF 5 P.S.F. HORIZONTAL LOAD. REFER TO STRUC.

DWG FOR ALL BEARING WALL REQUIREMENTS.

THE LIMITS OF DEFLECTION FOR ALL PARTITIONS IS L/240 WITH 25GA. 3 5/8" METAL STUDS FOR STANDARD HEIGHT INTERIOR PARTITIONS, L/360 WITH 25GA. 3 5/8" METAL STUDS FOR STANDARD HEIGHT INTERIOR PARTITIONS WITH RIGID FINISHES SUCH AS TILE OR STONE, AND L/240 WITH 20 GA. 6" METAL STUDS FOR

EXTENDED HEIGHT PARTITIONS.

ALL GYPSUM BOARD IS 5/8" TYPE X WITH A MINIMUM OF 2.2 PSF PER LAYER. WHERE TILE, STONE AND SIMILAR RIGID MATERIALS ARE USED AS FINISH

MATERIALS, USE 1/2" CEMENT FIBER BACKER BOARD IN LIEU OF GYPSUM BOARD

THE MAXIMUM SPACING OF METAL STUDS IS 16 INCHES O.C. REFER TO PARTITION TYPES FOR STUD TYPE.

ALL METAL STUDS ARE CONTINUOUS FOR THE FULL HEIGHT OF THE PARTITION. STUD SPLICING IS NOT PERMITTED UNLESS NOTED OTHERWISE OR REQUIRED

AS PART OF AN APPROVED ASSEMBLY BY THE STRUCTURAL ENGINEER.

TAPE AND FLOAT ALL JOINTS FOR THE FULL HEIGHT OF PARTITIONS.

FULL-HEIGHT PARTITIONS EXTEND FROM THE TOP OF STRUCTURAL CONCRETE FLOORS TO THE UNDERSIDE OF STRUCTURE OF THE FLOOR OR ROOF ABOVE, AND ARE CONSIDERED UNBRACED FOR THEIR FULL HEIGHT.

PARTITIONS ARE DRAWN AT THEIR ACTUAL THICKNESS AND DO NOT INCLUDE APPLIED FINISHES.

SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS.

PROVIDE VERTICAL CONTROL JOINTS IN ACCORDANCE WITH GA-216 IN ALL PARTITIONS, AND WHERE OTHERWISE INDICATED FOR AESTHETIC REASONS.

CONTROL JOINTS IN FIRE-RESISTANCE-RATED PARTITIONS SHALL BE CONSTRUCTED TO MAINTAIN THE INTEGRITY OF THE LISTED FIRE-RESISTANCE-RATED

ASSEMBLY.

CONSTRUCTION OF FIRE-RESISTANCE-RATED PARTITIONS SHALL BE IN ACCORDANCE WITH THE LISTED ASSEMBLY TO ACHIEVE THE REQUIRED RATING

CLASSIFICATION.

AT ALL LOCATIONS WHERE A FIRE-RESISTANCE-RATED PARTITION ASSEMBLY ABUTS OR ATTACHES TO A PROTECTED STRUCTURAL MEMBER, MAINTAIN THE RATING OF BOTH THE PARTITION AND THE STRUCTRUAL MEMBER IN A MANNER THAT IS ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION.

WHERE ITEMS ARE RECESSED INTO A FIRE-RESISTANCE-RATED ASSEMBLY, PROVIDE CONSTRUCTION THAT MAINTAINS THE INTEGRITY OF THE FIRE- RESISTANCE-RATED ASSEMBLY IN A MANNER THAT IS ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION.

ALL PENETRATIONS INTO SOUND ISOLATING PARTITIONS SHALL BE FULLY SEALED.

P A R T I T I O N N O T E S

W A L L T Y P E S

STOREFRONT GLASS PARTITION WALL

MANUF. GAMCO, CRYSTAL GLASS AND WINDOW OR SIM.

REFER TO MANUF. INSTRUCTIONS FOR INSTALLATION

1" CLEAR DOUBLE LAMINATED TEMPERED GLASS

NOTE: WHEN TESTED TO ASTM E1425 and ASTM E90, SHALL NOT BE LESS THAN STC 38 and OITC 30.

SHALL COMPLY WITH 2025 NYC ENERGY CODE:

MAXIMUM U-0.30 AT FIXED FENESTRATION

MAXIMUM U-0.40 AT OPERABLE FENESTRATION

MAXIMUM SHGC = 0.33

MAXIMUM AIR LEAKAGE = 0.06 CFM/FT2 AT STOREFRONT

MAXIMUM AIR LEAKAGE = 0.20 CFM/FT2 AT WINDOW

EXISTING HORIZONTAL

STRUCTURE ABOVE

2" x 4 1/2" DARK BRONZE

ANODIZED ALUMINUM FRAME,

CENTERED ON DEMOLISHED

STOREFRONT FRAME

LOCATION WITH ACOUSTIC

SEALANT ON BOTH SIDES

FINISH FLOOR PER SCHEDULE

TOP OF FLOOR SLAB

1" CLEAR DOUBLE LAMINATED

INSULATING GLASS, TEMPERED

2" x 4 1/2" DARK BRONZE ANODIZED

ALUMINUM FRAME, CENTERED ON

DEMOLISHED STOREFRONT FRAME

LOCATION WITH ACOUSTIC SEALANT

ON BOTH SIDES

BASE

HEAD

G1

TRIM MANUF: CUSTOM FABRICATED

PULL : SEE BELOW

BACK TO BACK MOUNTING

PROVIDE HOLD OPEN DEVICE, BEVEL EDGE ALUMINUM THRESHOLD

AND WEATHERSTRIPPING MATCHING DOOR FRAME FINISH COLOR.

H2

C R

T O

C R

8" 6"

1'

0"

1/4" OIL-RUBBED BRONZE

DOOR PULL

1"

PROVIDE BACK-TO-BACK BOLTS

AND ALL OTHER REQUIRED

HARDWARE

SHOP DRAWING REQ.

CONSULTANT

CERTIFICATION

NOT FOR CONSTRUCTION

SHEET TITLE:

PROJECT #:

DATE:

SCALE:

REVISION HISTORY

s p a c e d a g e n c y

© Spaced Agency PLLC a r c h i t e c t u r e

867 BOYLSTON ST, 5TH FL #1183

BOSTON, MA 02116

TEL: 646-580-2256

SHEET #:

DRAWN BY: TK

1 1/2" = 1'-0"

A M

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BID SET

A8.00

SCHEDULES

08/19/2026

OPENING

DOOR THICKNESS PANEL FINISH FRAME TYPE FRAME FINISH ACCESS TYPE HARDWARE TYPE DOOR STOP TYPE COMMENTSMARK WIDTH HEIGHT

100 3' - 0" 7' - 9" 2 3/8" VERIFY WITH MANUF. TEMPERED GLASS MEDIUM STILE MATCH STOREFRONT KEYED H2 WALL-MOUNT MAX U-FACTOR = U-0.63, MAX SHGC = 0.33, MAX AIR LEAKAGE = 1 CFM/SQFT

D O O R S C H E D U L E

W C A C C E S S O R I E S S C H E D U L E

L I G H T I N G F I X T U R E S S C H E D U L E

ROOM ITEM TYPE MANUF. MODEL NOTES

WC TOILET PAPER HOLDER KOHLER R34487-CP POLISHED CHROME

WC HOOK RUILING ATK-194 POLISHED CHROME

MARK TYPE MANUF. MODEL SERIES PRODUCT NO. FINISH COLOR TEMP NOTES

EL-1 EMERGENCY LIGHT - CEILING/WALL MOUNTED EXIT LIGHT CO - EL-RSLIM-A-BB ALUMINUM - SHALL BE COMPLIANT TO EMERGENCY EGRESS REQUIREMENTS ES-1 EXIT SIGN - RECESSED MOUNT EXIT LIGHT CO - NYCOMBOELR-R-A-BB-SC ALUMINUM - SHALL BE COMPLIANT TO EMERGENCY EGRESS REQUIREMENTS

FL-1 FAN LIGHT BROAN-NUTONE - AE110LK WHITE 3500K

RR-2 2" RECESSED ROUND - DIRECT LIGHTOLIER CALCULITE C2R-DL-06-9-30-NF-UPZU, C2R-DL-WT WHITE 3000K RR-5 5" ROUND OUTDOOR CEILING MOUNT RBW HOIST FLUSH MOUNT HFM-14-B-PC42-30 VERMILLION 3000K TL-1 RECESSED LIGHTING TRACK - 4' SINGLE CIRCUIT W/ RECESSED HOUSING H TYPE WHITE - TL-2 SUSPENDED LIGHTING TRACK - 2' SINGLE CIRCUIT W/ RECESSED HOUSING H TYPE WHITE - SUSPENDED OFF STEEL STRUT SUPPORT SYSTEM TL-4 SUSPENDED LIGHTING TRACK - 4' SINGLE CIRCUIT W/ RECESSED HOUSING H TYPE WHITE - SUSPENDED OFF STEEL STRUT SUPPORT SYSTEM

TL-A TRACK LIGHT HEAD INFINITY GREEN

LIGHTING

LED TRACK LIGHT H TYPE IG-NTL-125C-WH WHITE SELECTABLE,

INCL. 3000K

PROVIDE 15 TRACK LIGHT HEADS COMPATIBLE WITH LIGHTING TRACKS. COORDINATE

INSTALLATION AND POSITION WITH OWNER

WS-1 LIGHTED MIRROR KOHLER ESSENTIAL ULTRABRIGHT 22"x34" LIGHTED

MIRROR

K-38023-NA - 3500K MOUNT BOTTOM EDGE OF RELFECTIVE SRFACE 40" AFF MAX. PROVIDE PAINTED BLOCKING

TO ALIGN BACKING WITH FACE OF WAINSCOT.

ROOM ITEM TYPE MANUF. MODEL. FINISH COMMENTS

WC LAVATORY WITH SINK KOHLER K-33577-ASB-0 WHITE 24" WIDTH

WC FAUCET KOHLER R-34515-4D-CR POLISHED CHROME PROVIDE INSTANT HOT WATER

WC TOILET KOHLER 35730-0 WHITE

P L U M B I N G F I X T U R E S C H E D U L E AT ALL SINKS: PROVIDE COMPATIBLE DRAIN, TAILPIECE, MIXING VALVE, POWER SUPPLY / CONTROLLER, SOLENOID, SUPPLIES, ESCUTCHEONS, AND ALL ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION. ACCESSORIES MANUF SHALL MATCH FAUCET MANUF.

NO DESCRIPTION DATE

D O O R H A R D W A R E S E T K E Y

ROOM ITEM TYPE MANUF MODEL COMMENTS

OFFICE FRIDGE GE GTS18HYNRFS 17.5 CU. FT. TOP FREEZER REFRIGERATOR IN STAINLESS STEEL FINISH

A P P L I A N C E S S C H E D U L E

WC

OFFICE

STORE

FT-1A AND FT-1B FINISH FLUSH

TO LVT, PROVIDE SCHLUTER

STRIP ALONG PERIMETER

EXISTING BOX

TO REMAIN

SCHLUTER STRIP AT

TRANSITION, TYP.

PATCH TILED FLOOR

WITH MATCHING TILES

A8.01 2 4

3/ 4"

3'

6"

6"4' - 6"

FT-1A, TYP.

FT-1B IN BLACK HATCH, TYP.

CONSULTANT

CERTIFICATION

NOT FOR CONSTRUCTION

SHEET TITLE:

PROJECT #:

DATE:

SCALE:

REVISION HISTORY

s p a c e d a g e n c y

© Spaced Agency PLLC a r c h i t e c t u r e

867 BOYLSTON ST, 5TH FL #1183

BOSTON, MA 02116

TEL: 646-580-2256

SHEET #:

DRAWN BY: TK

As indicated

A M

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BID SET

A8.01

FINISH SCHEDULE

AND KEY

08/19/2026

NO DESCRIPTION DATE

ROOM NO. ROOM FLOOR FINISH BASE FINISH

WALL FINISH

CEILING FINISH COMMENTSNORTH EAST SOUTH WEST

1 STORE LVT-1, FT-1A, FT-1B RUBBER WP-1, PT-2 PT-1, PT-2 PT-1, PT-2 PT-1, PT-2 PT-2 2 WC MATCH EXISTING MATCH EXISTING MATCH EXISTING TILES, PT-1 MATCH EXISTING TILES, PT-1 MATCH EXISTING TILES, PT-1 MATCH EXISTING TILES, PT-1 PT-1

3 OFFICE LVT-1 RUBBER PT-1 PT-1 PT-1 PT-1 PT-1

R O O M F I N I S H S C H E D U L E

F I N I S H K E Y NOTE: SUBMITTAL AND SAMPLES FOR ALL FINISHES REQUIRED. ALL FINISHES INDICATED AS TBD SHALL BE SELECTED BY THE ARCHITECT FROM THE MANUFACTURER ’S FULL STANDARD RANGE.

USE MARK TYPE MANUF. MODEL FINISH NOTES

- EXPOSED

- GWB GYPSUM BOARD 5/8” GYPSUM WALL BOARD. LEVEL 4 FINISH, U.N.O. PROVIDE USG TRIM AND ACCESSORY TYPES OR ARCHITECT APPROVED EQUALS FOR CORNER BEADS AND EDGE TRIMS, U.N.O.

1- FLOORING

1- FLOORING FT-1A FLOOR TILE DALTILE KEYSTONE 1"x1" SQUARE BROWNBERRY SEE ENTRY PLAN DETAIL FOR MOSAIC LAYOUT 1- FLOORING FT-1B FLOOR TILE DALTILE KEYSTONE 1"x1" SQUARE URBAN PUTTY SEE ENTRY PLAN DETAIL FOR MOSAIC LAYOUT 1- FLOORING LVT-1 LUXURY VINYL TILE MOHAWK GROUP TERRAZZO 5.0 939 LIME 18"x36", SEE FINISH PLAN FOR LAYOUT

2 - WALLS

2 - WALLS XT-1 EXTERIOR WALL TILES TILEBAR BROWNSTONE FLASHED RED CLAY THIN BRICK TEXTURED WIRE CUT, 2x7" GROUT COLOR BE SELECTED BY THE ARCHITECT FROM THE MANUFACTURER ’S FULL STANDARD RANGE.

3 - WALL BASES

3 - WALL BASES RUBBER WALL BASE - RUBBER TARKETT JOHNSONITE WALL BASE COLOR TO MATCH ADJACENT WALL

5 - PAINT

5 - PAINT PT-1 PAINT - WHITE SHERWIN WILLIAMS EMERALD PURE WHITE SEMI-GLOSS

5 - PAINT PT-2 PAINT - SILVER MODERN MASTERS ME514 - SHIMMERING SKY METALLIC

5 - PAINT PT-3 PAINT - EXTERIOR BRICK PER SPECS MATCH EXISTING PAINTING BRICK ABOVE MATCH EXISTING PAINTING BRICK ABOVE

PAINT ALL EXPOSED DUCTWORK, PIPING, CONDUIT, HANGERS, SUPPORTS, STRUCTURAL COMPONENTS, AND OTHER EXPOSED ELEMENTS TO MATCH ADJACENT FINISH COLOR, U.N.O.

1/4" = 1'-0"1 FINISH PLAN

1" = 1'-0"2 ENTRY TILE LAYOUT

A0.01 - COVER
A0.02 - GENERAL NOTES
A0.03 - ACCESSIBILITY NOTES AND DETAILS
AD1.10 - DEMOLITION DRAWINGS
A1.10 - FLOOR PLAN AND RCP
A1.20 - LIGHTING AND ELECTRICAL RCP
A4.01 - INTERIOR ELEVATIONS
A5.01 - EXTERIOR ELEVATIONS AND ENTRY PLAN
A6.01 - DETAILS
A8.00 - SCHEDULES
A8.01 - FINISH SCHEDULE AND KEY

File details come from the government source that posted it. Updated .