260819_19A Mott Street_Bid Set.pdf
PDF 1 MB Posted
- 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.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 260819_19A Mott Street_Permit Set.pdf | ||
| 260819_19A Mott Street_Bid Form_Project Manual.pdf |
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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
O
R E
E T
N ew
Y or k, N
Y
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
A M
O
R E
E T
N ew
Y or k, N
Y
BID SET
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
O
R E
E T
N ew
Y or k, N
Y
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
O
R E
E T
N ew
Y or k, N
Y
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 .