260819_19A Mott Street_Permit Set.pdf

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

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

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

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

PERMIT DRAWINGS

As indicated

A M

O T

S

R E

E T

N ew

Y or k, N

Y

T-010.00

COVER SHEET

19A MOTT ST.

PERMIT SET

DATE ISSUED: AUGUST 19, 2026

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

DOB JOB #: M01442993-I1

CLIENT

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

NEW YORK, NY 10013

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

P L O T P L A N

P R O J E C T

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

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

P R O J E C T T E A M

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2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

SCOPE OF WORK: WORK TO INCLUDE RENOVATION OF EXISTING STOREFRONT AND INTERIOR

COMMERCIAL SPACE ON THE 001 FLOOR, STORE UNIT A. NO CHANGE IN USE, OCCUPANCY, OR EGRESS

UNDER THIS APPLICATION.

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 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.

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 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).

1.

2.

3.

4.

5.

6.

7.

8.

9.

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.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

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.

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

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

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

SPECIAL INSPECTION:

FIRE RESISTANT PENETRATIONS AND JOINTS BC 1705.17

TENANT PROTECTION PLAN COMPLIANCE BC 3303.10

PROGRESS INSPECTION:

FINAL INSPECTIONS

ENERGY CODE COMPLIANCE INSPECTIONS BC 110.3.5

FENESTRATION AND DOOR U-FACTOR AND PRODUCT RATING RCNY 5000-01 IIA3

FENESTRATION AIR LEAKAGE RCNY 5000-01 IIA4

T-010.00 COVER SHEET

A-100.00 ACCESSIBILITY DIAGRAMS AND PARTITION TYPES

DM-200.00 EXISTING AND DEMOLITION DRAWINGS

A-200.00 PROPOSED PLAN, RCP AND ELEVATION

EN-100.00 HISTORIC BUILDING REPORT

EN-200.00 ENERGY ANALYSIS

DOB JOB NUMBER: M01442993-I1

T E N A N T P R O T E C T I O N P L A N

1. TENANT PROTECTION PLAN WILL 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.

DOOR SCHEDULE ON A-200.00

NO DESCRIPTION DATE

08/19/2026

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

36" MIN

" 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

LEVEL CHANGES

THRESHOLD

1/ 4"

M

AX

DOOR AS

SCHEDULE

D

THRESHOLD

2% MAX. SLOPE

1/ 2"

M

AX

1/ 2"

M

AX

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

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

P A R T I T I O N / W A L L T Y P E S

STOREFRONT GLASS PARTITION WALL

1" CLEAR DOUBLE LAMINATED TEMPERED GLASS

EXISTING HORIZONTAL

STRUCTURE ABOVE

2" x 4 1/2" 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" ANODIZED ALUMINUM

FRAME, CENTERED ON

DEMOLISHED STOREFRONT

FRAME LOCATION WITH ACOUSTIC

SEALANT ON BOTH SIDES

BASE

HEAD

G1

MAXIMUM U-0.30 AT FIXED FENESTRATION

MAXIMUM SHGC = 0.33

MAXIMUM AIR LEAKAGE = 0.06 CFM/FT2 AT STOREFRONT

MAXIMUM AIR LEAKAGE = 0.20 CFM/FT2 AT WINDOW

CONSULTANT

CERTIFICATION

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

PERMIT DRAWINGS

As indicated

A M

O

R E

E T

N ew

Y or k, N

Y

A-100.00

ACCESSIBILITY

DIAGRAMS AND

PARTITION TYPES

DOB JOB NUMBER: M01442993-I1

DEMOLISH EXISTING

STOREFRONT AND DOOR

DEMOLISH EXISTING

DISPLAY CASE

EXISTING STEP AND

LANDING TO REMAIN

OFFICE

WC

STORE

REMOVE

EXISTING

STOREFRONT

REMOVE

EXISTING

DOOR

REMOVE EXISTING

AWNING BOX

REMOVE EXISTING

SCONCE

8"

EXISTING METAL

ROLL-UP GATE,

HOOD AND MOTOR

BOX TO REMAIN

DEMOLISH

DISPLAY CASE

EXISTING LANDING

AND STEP TO REMAIN

PROTECT EXISTING WALLS

PROTECT

EXISTING WALLS

NORTH

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

1.

2.

3.

4.

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.

NO WORK DONE UNDER THIS APPLICATION

EXISTING DOOR TO BE DEMOLISHED

9'

7"

9'

23' - 8"3' - 3"18' - 10"6"13' - 11"5"12' - 6"

OFFICE

WC

STORE

6'

3'

0" 3'

0"

3'

0"

6' - 5"

2' - 11"

10' - 3"

73' - 1"

5'

5" 3'

6"

CONSULTANT

CERTIFICATION

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

PERMIT DRAWINGS

As indicated

A M

O

R E

E T

N ew

Y or k, N

Y

DM-200.00

EXISTING AND

DEMOLITION

DRAWINGS

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

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

DOB JOB NUMBER: M01442993-I1

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

C 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, ALL DIMENSIONS ARE TO

THE FINISH FACE.

NEW WALL

EXISTING WALL

NO WORK DONE UNDER THIS APPLICATION

C O N S T R U C T I O N L E G E N D

NEW WALL

EXISTING WALL

NO WORK DONE UNDER THIS APPLICATION

R C P L E G E N D

GYPSUM CEILING BOARD

NORTH

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

RECESSED CEILING MOUNTED FIXTURE

WALL SCONCE

TRACK LIGHTING

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

LIGHT SWITCH, + 48" AFF UNO

3 = 3-WAY

D = DIMMER

OC = WITH OCCUPANCY SENSOR

X

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.

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

CEILING / WALL MOUNTED EMERGENCY LIGHT

WALL MOUNTED EMERGENCY LED EXIT SIGN

WITH DIRECTIONAL ARROWS

ILLUMINATED SURFACE

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

ES-1

EL-1

NEW STOREFRONT AND

ENTRY DOOR AT EXISTING

LOCATION

EXISTING ENTRY STEP

TO REMAIN

A-200.00

EXISTING BOX TO REMAIN

STORE

A-200.00

CL

EA

R

" M

IN

WALL-MOUNTED DISPLAY

WITH CABINET DOORS, TYP.

C

LE

AR

" M

IN

48" MIN.

OFFICE

WC

G1G1

9' - 0"

7' - 6" 7' - 6" 8' - 6"

7' - 7"

EXISTING METAL ROLL-

UP GATE TO REMAIN

ES-1 RR-5

EL-1EL-1WS-1

FL-1

RR-2RR-2

OC

TL-2

D3D

EL-1

D3

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

D3D3

OC

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

LIGHTED

BULLETIN

BOARD

8"

EXISTING METAL ROLL-UP

GATE AND GATE MOTOR

BOX TO REMAIN

EXISTING LANDING AND

STEP TO REMAIN

CLEAN, REPAIR AND REPOINT

EXISTING BRICK FACADE

BEHIND DEMOLISHED SIGN

BOX AS REQ.

G1

NEW EXTERIOR TILES OVER

EXISTING OPAQUE WALLS, TYP.

NEW EXTERIOR TILES OVER

EXISTING OPAQUE WALLS, TYP.

6' - 5 1/2" VIF

6'

" V

IF

7'

" V

IF

3' - 4"

NEW STOREFRONT

MATCHING EXISTING

STOREFRONT

LOCATION AND AREA

G1

2' - 11" VIF

6'

" V

IF

8"

1/

2"

FINISH FLOOR

CONSULTANT

CERTIFICATION

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

PERMIT DRAWINGS

As indicated

A M

O

R E

E T

N ew

Y or k, N

Y

A-200.00

PROPOSED PLAN,

RCP AND

ELEVATION

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

1/4" = 1'-0"2 PROPOSED RCP

1/2" = 1'-0"3 EXTERIOR ELEVATION (MOTT STREET)

MARK WIDTH HEIGHT NOTE

100 3' - 0" 7' - 9" PROVIDE HOLD-OPEN DEVICE AND

WEATHERSTRIPPING. MAX U-FACTOR =

U-0.63, MAX SHGC = 0.33, MAX AIR

LEAKAGE = 1 CFM/SQFT

DOB JOB NUMBER: M01442993-I1

1/2" = 1'-0"4 STOREFRONT SIDE ELEVATION

NO DESCRIPTION DATE

08/19/2026

TRACK LIGHT (TL-2 = 2' LENGTH, TL-4 = 4' LENGTH)

TYPE

TL-2, TL-4

DESCRIPTION

RECESSED DOWNLIGHT FIXTURERR-2

FAN LIGHT COMBOFL-1

LIGHTED MIRRORWS-1

EXTERIOR - CEILING SURFACE MOUNTRR-5

CONSULTANT

CERTIFICATION

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

PERMIT DRAWINGS

A M

O

R E

E T

N ew

Y or k, N

Y

EN-100.00

HISTORIC BUILDING

REPORT

THIS BUILDING IS LISTED AS A

NATIONAL HISTORIC LANDMARK

(USN#: 06101.013330) AND

CONTAINS CHARACTER-

DEFINING FEATURES THAT MAY

CLAIM EXEMPTION FROM

COMPLIANCE WITH THE 2025

NYCECC

DOB JOB NUMBER: M01442993-I1

PART 1: PROOF THE BUILDING IS LISTED

PART 2: CHARACTER-DEFINING FEATURES PART 3: JUSTIFICATION FOR EXEMPTIONS

CHARACTER-DEFINING FEATURE

N/A

SOURCE

N/A

CLAIMING EXEMPTION

NO

EXPLANATION

N/A

EXEMPTION STATUS

NO EXEMPTION IS CLAIMED AS PART OF THIS APPLICATION

N/A

CONSULTANT

CERTIFICATION

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

PERMIT DRAWINGS

A M

O

R E

E T

N ew

Y or k, N

Y

EN-200.00

ENERGY ANALYSIS

U = 0.63 MAX

SHGC = 0.33 MAX

AIR LEAKAGE = 1.00 CFM/FT2 MAX

ITEM DESCRIPTION

DOOR 101

REPLACEMENT OF EXISTING

ENTRY DOOR

ENERGY ANALYSIS

CODE PRESCRIPTIVE VALUE AND CITATION

MAXIMUM U-FACTOR = U-0.63

NYCECC C402.5

MAXIMUM SHGC = 0.33

NYCECC 402.5

MAXIMUM AIR LEAKAGE = 1.00 CFM/FT2

NYCECC C402.6.3

PROPOSED DESIGN VALUE

OCCUPANCY: COMMERCIAL

SCOPE OF WORK: REPLACEMENT OF EXISTING STOREFRONT AND ENTRY DOOR. ALL OTHER SCOPE IS LIMTED TO INTERIOR ALTERATIONS.

CLIMATE ZONE: 4

STANDARD USED: CHAPTER 5 OR ASHRAE 90.1

A-200.00 (DOOR SCHEDULE)

SUPPORTING DOCUMENTS

ENERGY CODE TABULAR ANALYSIS - STOREFRONT AT COMMERCIAL BUILDING

U = 0.30 MAX

SHGC = 0.33 MAX

AIR LEAKAGE = 0.06 CFM/FT2 MAX

EXAMPLE GUARDIAN SUNGUARD SNX 62/67:

U = 0.28

SHGC = 0.27

AIR LEAKAGE = 0.06 CFM/FT2 MAX

REPLACEMENT OF EXISTING

STOREFRONT WITH NEW

ALUMINUM FRAMED

STOREFRONT

MAXIMUM U-FACTOR = U-0.30 AT FIXED FENESTRATION

NYCECC C402.5

MAXIMUM SHGC = 0.33

NYCECC 402.5

MAXIMUM AIR LEAKAGE = 0.06 CFM/FT2 AT STOREFRONT GLAZING

MAXIMUM AIR LEAKAGE = 0.20 CFM/FT2 AT WINDOW

NYCECC C402.6.3

A-100.00 (PARTITION TYPE)

DOB JOB NUMBER: M01442993-I1

NO DESCRIPTION DATE

08/19/2026

PER TABLE C405.3.2(2):

- SALES AREA: 513 SQFT X 0.85 W/FT2 = 436.05 WATTS

- OFFICE: 63 SQFT X 0.73 W/FT2 = 45.99 WATTS

- RESTROOM: 40 SQFT X 0.74 W/FT2 = 29.6 WATTS

TOTAL ALLOWABLE = 511.64 WATTS

TOTAL PROVIDED = 507.60 WATTS = COMPLIANT

TOTAL CONNECTED LOAD

OF PROPOSED INTERIOR

LIGHTING

MAXIMUM LIGHTING POWER DENSITY USING SPACE-BY-SPACE METHOD:

= 0.85 W/FT2 FOR SALES AREA

= 0.73 W/FT2 FOR OFFICE

= 0.74 W/FT2 FOR RESTROOM

NYCECC C405.3.2

PER TABLE C405.5.2

- TOTAL ALLOWABLE = 19.6 W/LT X 3 = 58.8 WATTS

TOTAL PROVIDED = 9 WATTS = COMPLIANT

TOTAL CONNECTED LOAD

OF PROPOSED EXTERIOR

LIGHTING

LIGHTING POWER ALLOWANCES FOR BUILDING EXTERIORS (ZONE 4)

= 19.6 W/LIINEAR FOOT OF OPENING AT ENTRANCES

NYCECC C405.5.2

OCCUPANT SENSORS HAVE BEEN PROVIDED

IN RESTROOM AND ENCLOSED OFFICE

OCCUPANCY SENSOR

CONTROLS

RESTROOMS AND OTHER SPACES 300 SQFT OR LESS THAT ARE ENCLOSED BY FLOOR-TO-CEILING

HEIGHT PARTITIONS ARE TO HAVE OCCUPANT SENSORS CONTROLLING LIGHTS.

NYCECC C405.2.1., C405.2.1.1, C405.2.1.2

ALL AREAS OF THE SPACE NOT PROVIDED

WITH OCCUPANCY SENSORS ARE

PROVIDED WITH TIME SWITCHES

TIME SWITCH CONTROLS

PROVIDED AT EACH ROOM

NOT CONTROLLED BY

OCCUPANCY SENSOR

EACH AREA OF THE BUILDING THAT IS NOT PROVIDED WITH OCCUPANT SENSOR CONTROLS

COMPLYING WITH SECTION C405.2.1.1 SHALL BE PROVIDED WITH TIME SWITCH CONTROLS

COMPLYING WITH SECTION NYCECC C405.2.2, C405.2.2.1

INTERIOR LIGHTING CONTROLS HAVE

BEEN PROVIDED

MANUAL CONTROLS

PROVIDED AT EACH ROOM

EACH SPACE PROVIDED WITH TIME-SWITCH CONTROLS SHALL ALSO BE PROVIDED WITH A MANUAL

CONTROL FOR LIGHT REDUCTION IN ACCORDANCE WITH SECTION C405.2.2.1. TIME-SWITCH

CONTROLS SHALL INCLUDE AN OVERRIDE SWITCHING DEVICE THAT COMPLIES WITH THE

FOLLOWING: 1. HAVE A MINIMUM 7-DAY CLOCK. 2. BE CAPABLE OF BEING SET FOR SEVEN

DIFFERENT DAY TYPES PER WEEK. 3. INCORPORATE AN AUTOMATIC HOLIDAY "SHUTOFF" FEATURE, WHICH TURNS OFF ALL CONTROLLED LIGHTING LOADS FOR AT LEAST 24 HOURS AND THEN

RESUMES NORMALLY SCHEDULED OPERATIONS. 4. HAVE PROGRAM BACKUP CAPABILITIES, WHICH

PREVENT THE LOSS OF PROGRAM AND TIME SETTINGS FOR AT LEAST 10 HOURS, IF POWER IS

INTERRUPTED. 5. INCLUDE AN OVERRIDE SWITCH THAT COMPLIES WITH THE FOLLOWING: 5.1. THE OVERRIDE SWITCH WILL BE A MANUAL CONTROL. 5.2. THE OVERRIDE SWITCH, WHEN INITIATED, SHALL PERMIT THE CONTROLLED LIGHTING TO REMAIN ON FOR NOT MORE THAN 2 HOURS. 5.3. ANY INDIVIDUAL OVERRIDE SWITCH SHALL CONTROL THE LIGHTING FOR AN AREA NOT LARGER THAN

5,000 SQUARE FEET (465M^2). EXCEPTIONS AS PER THIS CODE SECTION.

NYCECC C405.2.2.1

DIMMING CONTROLS HAVE BEEN PROVIDED

AT THE OFFICE AND EACH ROOM WITH

MANUAL CONTROLS CONTROLS.

LIGHT REDUCTION

CONTROLS PROVIDED AT

EACH ROOM WITH MANUAL

CONTROLS

EACH SPACE NOT PROVIDED WITH OCCUPANT SENSOR CONTROLS COMPLYING WITH SECTION

C405.2.1.1 AND OFFICES SHALL BE PROVIDED WITH DIMMING CONTROLS THAT ALLOW LIGHTS TO BE

DIMMED FROM FULL OUTPUT TO 10% OF FULL POWER, AS WELL AS TURNING OFF LIGHTS.

NYCECC C405.2.3, C405.2.3.1

DAYLIGHT RESPONSIVE CONTROLS ARE

NOT PROVIDED

DAYLIGHT RESPONSIVE

CONTROLS WITHIN

DAYLIGHT ZONES

DAYLIGHT RESPONSIVE CONTROLS ARE NOT REQUIRED AT SIDELIT DAYLIGHT ZONES ON THE FIRST

FLOOR ABOVE GRADE IN GROUP M OCCUPANY AND NOT REQUIRED IN ENCLOSED OFFICE SPACES

LESS THAN 250 SQFT.

NYCECC C405.2.4

MANUAL CONTROLS HAVE BEEN

PROVIDED

MANUAL CONTROLS MANUAL CONTROLS SHALL BE IN A LOCATION WITH READY ACCESS TO OCCUPANTS AND LOCATED

WHERE THE CONTROLLED LIGHTS OR VISIBLE OR SHALL IDENTIFY THE AREA SERVED BY THE

LIGHTS AND INDICATE THEIR STATUS

NYCECC C405.2.6

EXTERIOR LIGHTING CONTROLS HAVE

BEEN PROVIDED

EXTERIOR LIGHTING

CONTROLS

EXTERIOR LIGHTING SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT CONTROL LIGHTING

SUCH THAT LIGHTS SHALL BE AUTOMATICALLY TURNED OFF WHEN DAYLIGHT IS PRESENT AND

SATISFIES THE LIGHTING NEEDS. NYCECC C405.2.7.1

EXTERIOR DECORATIVE LIGHTING

CONTROLS HAVE BEEN PROVIDED

EXTERIOR DECORATIVE

LIGHTING CONTROLS

BUILDING FACADE LIGHTING AND LANDSCAPE LIGHTING SHALL SHUT OFF NOT LATER THAN 1

HOUR AFTER BUSINESS CLOSING TO NOT EARLIER THAN 1 HOUR BEFORE BUSINESS OPENING OR

SHALL BE CONTROLLED SO THE TOTAL WATTAGE IS REDUCED BY NOT LESS THAN 50% BY

SHUTTING OFF THE LIGHTING OR DIMMING LUMINAIRES

NYCECC C405.2.7.2

ENERGY CODE TABULAR ANALYSIS - COMMERCIAL BUILDING ELECTRICAL POWER AND LIGHTING SYSTEMS

ITEM DESCRIPTION CODE PRESCRIPTIVE VALUE AND CITATIONPROPOSED DESIGN VALUE

1.

2.

3.

CONTROLS NARRATIVE

ENCLOSED OFFICE AND RESTROOM (WC) SHALL BE PROVIDED WITH AN OCCUPANCY SENSOR AND WALL SWITCH. SENSOR SHALL AUTOMATICALLY TURN LIGHTS OFF

WITHIN 30 MINUTES.

STORE AREA SHALL BE PROVIDED WITH TIME-SWITCH CONTROLS FOR AUTOMATIC ON AND OFF CONTROL OF LIGHTING DURING STORE OPERATING HOURS.

EMERGENCY FIXTURES SHALL REMAIN ILLUMINATED 24 HOURS A DAY.

ALL EXTERIOR LIGHTING SHALL BE PROVIDED WITH A PHOTO-SENSOR TO ALLOW LIGHTS TO TURN ON ONLY WHEN SUNLIGHT IS NOT PRESENT. A TIMER SWITCH SHALL ALSO BE PROVIDED FOR LIGHTING BUILDING FACADE AND/OR LANDSCAPING. TIME CLOCK SHALL SHUT OFF LIGHTING FROM 12 MIDNIGHT OR WITHIN ONE HOUR OF THE

END OF OPERATIONS AS PER OWNER'S PROJECT REQUIREMENTS.

1.

2.

3.

4.

FUNCTIONAL TESTING PROCEDURES FOR LIGHTING

CONFIRM THAT THE PLACEMENT, SENSITIVITY AND TIME-OUT ADJUSTMENTS FOR OCCUPANT SENSORS YIELD ACCEPTABLE PERFORMANCE.

CONFIRM THAT THE TIME SWITCHES AND PROGRAMMABLE SCHEDULE CONTROLS ARE PROGRAMMED TO TURN THE LIGHTS OFF.

CONFIRM THAT THE PLACEMENT AND SENSITIVITY ADJUSTMENTS FOR PHOTO-SENSOR CONTROLS REDUCE ELECTRIC LIGHT BASED ON THE AMOUNT OF USABLE DAYLIGHT

IN THE SPACE AS SPECIFIED (IF APPLICABLE).

TESTING SHALL BE IN COMPLIANCE WITH SECTION C408.3: LIGHTING SYSTEM FUNCTION TESTING PROCEDURES OF THE 2025 NYC ECC.

CEILING SURFACE MOUNT

FIXTURE TYPE

RR-5

WATTAGE

9 W

DESCRIPTION

9 W

TOTAL WATTS

EXTERIOR LIGHTING FIXTURE SCHEDULE

QUANTITY

TOTAL PROPOSED EXTERIOR WATTS: 9 W

ALLOWED: 58.8 W | COMPLIANT

TRACK LIGHTING

FIXTURE TYPE

TL-2, TL-4

WATTAGE

8 W/LF

DESCRIPTION

400 W

TOTAL WATTS

INTERIOR LIGHTING FIXTURE SCHEDULE

QUANTITY

50 FT

TOTAL PROPOSED INTERIOR WATTS: 507.60 W

ALLOWED: 511.64 W | COMPLIANT

RECESSED DOWNLIGHT FIXTURERR-2 9.8 W 19.6 W2

FAN LIGHT COMBOFL-1 11 W 11 W1

LIGHTED MIRRORWS-1 28 W 15 W1