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Title: EN-206.00 - ROOF LIGHTING

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MICHAEL KANG
ARCHITECT, PLLC.
Architectural, Interior Design, Zoning & Building Code Expertise
37-01 Main Street, Suite #308, Flushing, NY 11354
michaelkangra@yahoo.com

2'-6

13'

"

Tel: (718) 353-2929
Fax: (718) 661-1619

-0"

-0"
10'

6'
17.

41'-10"

"
'-11
68

62'-5"

"

'-0
10

'-0"
39

T.O.S EL. +142'-2"

52'-8"

T.O.S EL. +151'-2"
T.O.S EL. +142'-2"
DN

20'-3 1/2"

"

'-0
20

T.O.S EL. +134'-0"

REV.#

DATE

DESCRIPTION

KEY PLAN
84'-2"

47
'-3

N

30'-0"

"

3/4

2"

129'-10"

2"

PROJECT

1668 EASTERN PARKWAY
BROOKLYN, NEW YORK

DRAWING INDEX
PLOT PLAN
SEAL & SIGNATURE:

DATE:
PROJECT No:

04-20-16
201601
DRAWING BY: CC
CHK BY:
M Kang
DWG No:

N

A-001.00
PAGE:

01 OF 32

GENERAL NOTES

SYMBOLS LEGEND

X

DETAIL TITLE

DETAIL TITLE

DETAIL SCALE

INCIDENTAL USE AREAS

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK CITY BUILDING CODES.
2. CONTRACTOR TO CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE BEFORE
COMMENCING THE WORK. THE ARCHITECT SHALL BE NOTIFIED OF ANY UNUSUAL CONDITIONS.
3. CONTRACTOR IS TO FILE WORKMAN'S COMPENSATION AND TO SECURE ALL PERMITS BEFORE THE
4. THE CONTRACTOR SHALL NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. IF THERE IS A
DISCREPANCY ON OR LACK OF DIMENSION, THE ARCHITECT SHALL BE NOTIFIED AND THE
INFORMATION WILL BE PROVIDED
5. THE ENGINEER/ ARCHITECT HAS NOT BEEN RETAINED FOR FIELD SUPERVISION OR INSPECTION. ON
BEHALF OF THE OWNER TO PERFORM

DTL NUMBER
ELEVATION REFERENCE
DWG NUMBER

8. FIVE DAYS PRIOR NOTICE SHALL BE GIVEN TO THE ADJOINING PROPERTY OWNERS AFFECTED BY

SECTION REFERENCE
DWG NUMBER

DTL NUMBER

9. THERE ARE NO STRUCTURAL CHANGES TO BE MADE UNDER THIS APPLICATION.
10. DRAPES, CURTAINS,DECORATIONS, SCENERY TO BE FLAME PROOF AS PER B.S.A. CAL. 21
11. ALL MATERIALS, ASSEMBLIES, FORMS, AND METHODS OF CONSTRUCTION & SERVICE EQUIPMENT
SHALL MEET THE FOLLOWING REQUIREMENTS:
A) IT SHALL HAVE BEEN ACCEPTED PRIOR TO THE EFFECTIVE DATE OF CODE.
B) IT SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED CODE TEST METHOD BY THE

CLARIFICATION

PROPOSED SEPERATION RATING

ROOMS WITH ANY BOILER
OVER 15PSI
AND 10 HORSEPOWER

2HR; OR 1HR AND PROVIDE

PARKING GARAGE
(SECTION 406.2)

2HR; OR 1HR AND PROVIDE
AUTOMATIC FIREEXTINGUISHING SYSTEM

2HR

1HR OR PROVIDE AUTOMATIC
FIRE-EXTINGUISHING
SYSTEM

1HR

2HR

AUTOMATIC FIREEXTINGUISHING SYSTEM

TABLE 602
FIRE SEPARATION
DISTANCE

TYPE OF
CONSTRUCTION

OCCUPANCY GROUP
A,B,E,F-2,I,R ,S-2, U

ALL

0

PROPOSED FIRE RATING
FOR EXTERIOR WALL
2

>30

COMMISSIONER.
C) IT SHALL HAVE BEEN APPROVED BY THE BOARD OF STANDARDS AND APPEAL.

DETAIL REFERENCE

REQ'D SEPARATION

FIRE-RESISTANCE RATING REQUIREMENT FOR EXTERIOR
WALLS BASED ON FIRE SEPARATION DISTANCE

7. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO INSURE THE SAFETY AFFECTED BY

DTL NUMBER

TITLE 2

ROOM OR AREA

LAUNDRY ROOMS OVER 100 S.F,
EXCEPT WITHIN DWELLING
UNITS

6. THE CONTRACTOR IS TO RETAIN A LICENSED PROFESSIONAL ENGINEER AS PART OF HIS CONTRACT,
ALL REQUIRED CONTROLLED INSPECTION WORK AS MAY

TABLE 508.2

MAXIMUM AREA OF EXTERIOR WALL OPENINGS

SEISMIC NOTES

DTL NUMBER

TITLE 3

CLASSIFICATION
OF OPENING

L.L. 17/95
DETAIL REFERENCE

CLARIFICATION
DWG NUMBER

GREATR THAN 5 AND
NOT MORE THAN 10

UNPROTECTED

K. BUILDING SEPARATIONS.
ALL STRUCTURES SHALL BE SEPARATED FROM ADJOINING STRUCTURES. SEPARATION DUE TO SEISMIC FORCES SHALL ALLOW
FOR 1 INCH DISPLACEMENT FOR EACH 50 FEET OF TOTAL BUILDING HEIGHT. SMALLER SEPARATION MAY BE PERMITTED WHEN
THE EFFECTS OF POUNDING CAN BE ACCOMMODATED WITHOUT COLLAPSE OF THE BUILDING.

CARBON MONOXIDE & SMOKE DETECTOR NOTES
ELEVATION REFERENCE

1.

DWG NUMBER

2.
WORK POINT

3.
ELEVATION MARK

4.

DWELLING UNITS SHALL BE EQUIPPED WITH CARBON MONOXIDE & SMOKE
DETECTING DEVICES RECEIVING THERI PRIMARY POWER FROM THE BUILDING
WIRING AND THERE SHALL BE NO SWITCHES IN THE CIRCUIT OTHER THAN THE
OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT.
ALL CARBON MONOXIDE & SMOKE DETECTING DEVICES REQUIRED TO BE PROVIDED AND INSTALLED WITHER BE ACCEPTED PRESENT
TO RULES AND REGULATIONS PROMULGATED BY THE COMMISSIONER, APPROVED BY THE BOARD OF STANDARD APPEALS OR BE
LISTED BY A NATIONALLY RECOGNIZED INDEPENDENT LATORATORY THAT MAINTAINS PERIODIC INSPECTIONS OF PRODUCTION OF
LISTED EQUIPMENT AND WHOSE LISTING STATES THAT EQUIPMENT MEETS NATIONALLY RECOGNIZED STANDARDS.
NO DEVICE WHALL BE DEEMED TO BE IN COMPLIANCE UNLESS IT IS OF EITHER THE IONIZATION CHAMBER OR PHOTOELECTRIC TYPE.
SUCH DEVICES SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF REFERENCE STANDARD RS-11 AND SHALL BE INSTALLED IN A
MANNER CONSISTENT WITH THE REQUIREMENTS OF REFERENCE STANDARD RS-17-12.
HARDWIRED CARBON MONOXIDE DETECTORS SHALL COMPLY WITH RX17-13 AND INSTALLED IN ACCORDANCE WITH RS17-14. IT SHALL
BE PROVIDED IN EVERY DWELLING UNIT WITHIN FIFTEEN FEET OF THE PRIMARY ENTRANCE OF EACH BEDROOM. HARDWIRE CARBON
MONOXIDE DETECTORS SHALL BE PROVIDED OUTSIDE BOILER ROOM.

SPOT ELEVATION

DEP NOTES ( WASTE WATER)

GREATR THAN 10 AND
NOT MORE THAN 15

10%

15%

A,B,E,H-4,I,R-1,R-2,U

3

3

F-2,S-2,R-3,R-4

2

2

TABLE 706.3.7
FIRE-RESISTANCE RATING
(HOURS)

OCCUPANCY GROUP
A,B,E,F-2,H-4,H-5,I,M,R S-2

PARTITION KEY

COMPOSITE PARTITION KEY

GLAZING TYPE

DOOR NUMBER KEY

SMOKE DETECTOR / CO2 SENSOR

EXIT SIGN,
ARROW INDICATES DIRECTION OF EGRESS

CONTROL INSPECTION ITEMS
EMERGENCY POWER SYSTEMS (GENERATORS)
MASONRY
STRUCTURAL SAFETY - STRUCTURAL STABILITY
EXCAVATION - SHEETING, SHORING, AND BRACING
SITE STORM DRAINAGE DISPOSAL AND DETENTION SYSTEM INSTALLATION
SPRIKLER SYSTEMS
FIRESTOP, DRAFTSTOP, AND FIREBLOCK SYSTEMS
CONCRETE TEST CYLINDERS
CONCRETE DESIGN MIX

FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION
RATINGS TABLE 715.3
REQUIRED
ASSEMBLY
RATING
(HOURS)

PRELIMINARY
FOOTING AND FOUNDATION
ENERGY CODE COMPLIANCE INSPECTIONS
FIRE-RESISTANCE RATED CONSTRUCTION
FINAL

TR2
TR3

EXTERIOR WALLS

RESIDENTIAL
(R-2)

28-116.2.1, BC 109.2
BC 109.3.1
BC 109.3.5
BC 109.3.4
28-116.2.4.2, BC 109.5
DIRECTIVE 14 OF 1975,

BATT INSULATION

ARTICLE 1

TYPE IB

SECTION 1.
SECTION 2.
SECTION 3.
SECTION 4.

U.L.

AREA

U.L.

CONCRETE

FIRE-RESISTANCE RATING
REQUIREMENT FOR BUILDING
ELEMENTS (HOURS)
BUILDING ELEMENT

TYPE I

CONCRETE BLOCK

B
EARTH / BACKFILL

STUCCO

GRAVEL / CRUSHED STONE

RIGID INSULATION

WATERPROOFING / ROOFING MEMBRANE

1
3/4

WATER SUPPLY.
WATER-CLOSET AND BATH ACCOMMODATIONS.
PLUMBING AND DRAINGES.
REPAIRS.
HEATING.
CLEANLINESS.
RECEPTACLE FOR WASTE MATTER.
PRIVACY.
JANITOR OR HOUSEKEEPER.
CONSTRUCTION STANDARD FOR THE CONTROL OF NOISE.

SECTION 101.
SECTION 102.
SECTION 103.
SECTION 104.
SECTION 105.
106.
SECTION 107.
SECTION 108.

3
1 1/2

1 1/2

FIRE PROTECTION

REQUIREMENTS FOR FIREPROOF CONSTRUCTION.
STAIRS.
EGRESS FROM APARTMENTS.
BULKHEADS.
SEPERATION
AND VENTILATION
CELLAR AND BASEMENT
STAIRS.OF STAIRS.
PUBLIC HALLS.
PARTITIONS
TITLE 2

SANITATION

SECTION 115.
SECTION 116.

INTERIO WATER-CLOSETS AND BATHROOMS.
WATER-CLOSETS IN CERTAIN CLASS B MULTIPLE DWELLINGS.

SECTION 117.

EMPLOYEES' WATER-CLOSETS.

APPLICATION NOTES
1. PURGE SYSTEM & EMERGENCY
GENERATOR ARE FILED UNDER THIS APPLICATION.
2.
3.
4.
5.

SEWER CONNECTION IS FILED UNDER SEPARATE APPLICATION.
BUILDER'S PAVEMENT PLAN IS FILED UNDER SEPARATE APPLICATION.
FIRE PROTECTION PLAN SHALL FILED SEPARATE.
CURB CUTS ARE FILED UNDER SEPARATE APPLICATION.

6. FIRE ALARM FILE UNDER SEPARATE APPLICATION.
7. ELEVATOR UNDER SEPARATE APPLICATION.

1
1

3/4
3/4

1 1/2
1 1/2

3
2
1

1 1/2
1 1/2
3/4

1 1/2

SECTION 8.
SECTION 9.
SECTION 10.
SECTION 11.
SECTION 12.
SECTION 13.
SECTION 14.

2

BEARING WALLS
EXTERIOR
INTERIOR

2
2

NONBEARING WALLS AND PARTITIONS
EXTERIOR

SEE TABLE 602

NONBEARING WALLS AND PARTITIONS
INTERIOR

0

FLOOR CONSTRUCTION
INCLUDING SUPPORTING BEAMS AND JOISTS

2

ROOF CONSTRUCTION
INCLUDING SUPPORTING BEAMS AND JOISTS

1

DATE

DESCRIPTION

KEY PLAN

N

SHORT TITLE.
LEGISLATIVE FINDING.
APPLICATION TO CITIES, TOWNS AND VILLAGES.
DEFINITIONS
MISCELLANEOUS APPLICATION PROVISIONS
GENERAL APPLICATION OF CHAPTER TO DWELLINGS.
BUILDING CONVERTED OR ALTERED.
TIME FOR COMPLIANCE.
DWELLING DAMAGED OR MOVED.
PROHIBITED USED.
APPLICATION OF CHAPTER TO EXISTING DWELLINGS.
APPLICATION OF CHAPTER TO UNCOMPLETED DWELLINGS.
MULTIPLE DWELLINGS ------ GENERAL PROVISIONS

ARTICLE 3
SECTION 25.

STRUCTURAL FRAME
INCLUDING COLUMNS, GIRDERS, TRUSSES

REV.#

INTRODUCTORY PROVISIONS; DEFINITIONS

ARTICLE 2
METAL PANEL

1
1

CHAPTER SIXTY-ONE-A OF THE CONSOLIDATED LAWS
ARTICLE
1. INTRODUCTORY PROVISIONS; DEFINITIONS ( SECTIONS 1-4 )
2. MISCELLANEOUS APPLICATION PROVISIONS ( SECTIONS 8-14 )
3. MULTIPLE DWELLINGS, GENERAL PROVISIONS ( SECTIONS 25-84 )
4. FIREPROOF MULTIPLE DWELLINGS ( SECTIONS 100-117 )

TYPE OF CONSTRUCTION

HEIGHT

3
3
1 1/2
1 1/2

SANITATION AND HEALTH

MULTIPLE DWELLINGS SHALL COMPLY WITH CHAPTER 713 OF THE THE LAW OF 1929
AN ACT IN RELATION TO MULTIPLE DWELLINGS, CONSTITUING CHAPTER SIXTY-ONE-A OF CONSOLIDATED
LAWS BECAME A LAW APRIL 18, 1929, WITH THE APPROVAL OF THE GOVERNOR. PASSED THREE-FIFTHS
BEING PRESENT. THE PEOPLE OF THE STATE OF NEW YORK, REPRESENTED IN SENATE AND ASSEMBLY,
DO ENACT AS FOLLOWS:

ALLOWABLE HEIGHT & BUILDING AREA
MATERIALS INDICATIONS

4
3
2
1 1/2

PROPOSED FIRE DOOR
AND FIRE SHUTTER
SHUTTER ASSEMBLY
RATING (HOURS)

Tel: (718) 353-2929
Fax: (718) 661-1619

MULTIPLE DWELLING LAW OF N. Y. STATE

MECHANICAL VENTILATION

OCCUPANCY
GROUP

MINIMUM FIRE DOOR
AND FIRE SHUTTER
SHUTTER ASSEMBLY
RATING (HOURS)

Architectural, Interior Design, Zoning & Building Code Expertise
37-01 Main Street, Suite #308, Flushing, NY 11354
michaelkangra@yahoo.com

8. SPRINKLER UNDER THIS APPLICATION.

FIRE PARTITIONS:
CORRIDOR WALLS
OTHER PARTITIONS

BC 1704.13, BC 2702
BC 1704.5
BC 1704.19
BC - 1704.19 BC 3304.4.1
BC 1704.20
BC 1704.21
BC 1704.25
BC 1905.6
BC 1905.3

2

MICHAEL KANG
ARCHITECT, PLLC.

FIREPROOF MULTIPLE DWELLINGS

PROPOSED FIRE-RESISTANCE RATING
(HOURS)

2

FIRE BARRIERS HAVING A REQUIRED FIRE-RESISTANCE
RATING OF 1 HOUR: SHAFT, EXIT ENCLOSURE AND EXIT
PASSAGEWAY WALLS OTHER FIRE BARRIERS

SECTION 75.
SECTION 76.
SECTION 77.
SECTION 78.
SECTION 79.
SECTION 80.
SECTION 81.
SECTION 82.
SECTION 83.
SECTION 84.

TITLE 1

FIRE-REISTANCE RATING REQUIREMENTS FOR
FIRE BARRIER ASSEMBLIES BETWEEN FIRE AREAS

FIRE WALLS AND FIRE BARRIERS HAVING A
REQUIRED FIRE-RESISTANCE RATING GREATER
THAN 1 HOUR

* IN-GROUND SPRINKLERS OR IRRIFATION
* CHEMICALLY TREATED BOILERS
* PHOTO PROCESSING FACILITY
* LAUNDROMAT
* DRY CLEANING FACILITIES

PROPOSED FIRE-RESISTANCE RATING
(HOURS)

FIRE-RESISTANCE RATING (HOURS)

THE FACILITIY DOES NOT CONTAIN ANY OF FOLLOWING:
* DENTAL FACILITIES
* WELLS
* WATER TANKS
* CAR WASH OR CAR REPAIR
* RESTAURANT OR FOOD PROCESSING AREA
* BIDETS

NO LIMIT

TABLE 705.4

TYPE OF ASSEMBLY

SURFACE ELEVATION

GREATR THAN 30

FIRE WALL FIRE-RESISTANCE RATINGS
GROUP

DTL NUMBERS

SECTION 50. ENTRANCE HALLS.
SECTION 50-B. ENTRANCES: DOOR, LOCKS, INTERCOMMUNICATION SYSTEMS.
SECTION 50-C. RIGHT OF TENANTS TO OPERATE AND MAINTAIN A LOBBY ATTENDANT SERVICE
SECTION 51. SHAFTS, ELEVATORS AND DUMBWAITERS.
SECTION 51-A. PEEPHOLES.
SECTION 51-B. MIRRORS IN CONNECTION WITH SELF- SERVICE ELEVATORS.
SECTION 51-C. RIGHTS OF TENANTS TO INSTALL AND MAINTAIN LOCKS IN CERTAIN ENTRANCE
DOORS.
SECTION 52. STAIRS.
SECTION 53. FIRE-ESCAPES.
SECTION 54. CELLAR ENTRANCE.
SECTION 55. WAINSCOTING.
SECTION 56. FRAME BUILDINGS AND EXTENSIONS.
SECTION 57. BELLS; MAIL RECEPTACLES.
SECTION 58. INCOMBUSTIBLE MATERIALS.
SECTION 59. BAKERIES AND FAT BOILING.
SECTION 60. MOTOR VEHICLES STORAGE
SECTION 61. BUSINESS USE.
SECTION 62. PARAPETS, GUARD RAILINGS AND WIRES.
SECTION 63. SUB-CURB USE.
SECTION 64. LIGHTING; GAS METERS; GAS AND OIL APPLIANCES.
SECTION 65. BOILER ROOMS.
SECTION 66. LODGING HOUSES
SECTION 67. HOTEL AND CERTAIN OTHER CLASS A AND CLASS B DWELLINGS.
SECTION 68. SMOKE DETECTING DEVICES.

TABLE 704.8
FIRE SEPARATION DISTANCE (FT.)

DWG NUMBER

FIRE PROTECTION AND SAFETY

APPLICATION OF ARTICLE 3
TITLE 1

SECTION 26.
SECTION 28.
SECTION 29.
SECTION 30.
SECTION 31.
SECTION 32.
SECTION 33.
SECTION 34.
SECTION 35.
SECTION 36.
SECTION 37.

LIGHT AND AIR

HEIGHT, BULK AND OPEN SPACE.
TWO OR MORE BUILDING ON THE SAME LOT.
PAINTING OF COURTS AND SHAFTS.
LIGHTING AND VETILAYION OF ROOMS.
SIZE OF ROOMS.
ALCOVES.
COOKING SPACE.
ROOMS IN BASEMENTS OR CELLARS.
ENTRANCE DOORS AND LIGHTS.
WINDOWS AND SKYLIGHTS FOR PUBLIC HALLS AND STAIRS.
ARTIFICIAL HALL LIGHTING

PROJECT

1668 EASTERN PARKWAY
BROOKLYN, NEW YORK

CELLAR FLOOR PLAN
SEAL & SIGNATURE:

DATE:
PROJECT No:

04-20-16
201601
DRAWING BY: CC
CHK BY:
M Kang
DWG No:

2HR FIRE RATED WALL

A-002.00
SHAFT WALL

PAGE:
PLUMBING CHASE

02 OF 32

HANDICAPPED ADAPTABILITY NOTES

MICHAEL KANG
ARCHITECT, PLLC.

CL

Architectural, Interior Design, Zoning & Building Code Expertise
37-01 Main Street, Suite #308, Flushing, NY 11354
michaelkangra@yahoo.com
Tel: (718) 353-2929
Fax: (718) 661-1619
CL

(FIG. 604.5.3)

CL

(FIG. 604.3)

CL

* 18" MIN. TO A FIXTURE
(a) WATER CLOSET LOCATION

(b) PARALLEL APPROACH

CL

CL

(a)

(c) FORWARD APPROACH

(b)

* IF BOTH CLOSER AND LATCH ARE PROVIDED
** 48" MIN. IF BOTH CLOSER AND LATCH PROVIDED
* 48" MIN. IF CLOSER IS PROVIDED

(b)

(c)

REV.#
CL

CL

CL

DESCRIPTION

KEY PLAN

CL

CL

DATE

BACK WALL

CL

N

SEAT
SEAT

CL
CL
(a) ELEVATION

(b) PLAN

WITHOUT PERMANENT SEAT
(FIG. 607.2) (FIG. 607.4.2)

(FIG. 607.5)

(a) (WITHOUT SEAT)
STANDARD ROLL-IN TYPE
(FIG. 608.3.2)
(FIG. 608.2.2)

(b) (WITH SEAT)
STANDARD ROLL-IN TYPE
(FIG. 608.3.2)

(a) (WITHOUT SEAT)
STANDARD ROLL-IN TYPE
(FIG. 608.5.2)

(b) (WITH SEAT)
STANDARD ROLL-IN TYPE
(FIG. 608.5.2)

(FIG. 608.5.1)

PROJECT

1668 EASTERN PARKWAY
ADJUSTABLE
COUNTER SEGMENT

BROOKLYN, NEW YORK

RANGE
2

(a) ELEVATION
WITH PERMANENT SEAT
(FIG. 607.2)

(FIG. 505.7)

(b) PLAN
(FIG. 607.2)

(FIG. 607.4.1)

(FIG. 604.5.1)

(FIG. 604.5.2)

(FIG. 604.7)

TURNING
SPACE
GALLERY
DIM.

SUGGESTED SLIP JOINT
IN TAIL PIECE

ADA DIAGRAM
SEAL & SIGNATURE:

DATE:
PROJECT No:

04-20-16
201601
DRAWING BY: CC
CHK BY:
M Kang
DWG No:

A-003.00
PAGE:

03 OF 32

ZONING ANALYSIS

62'-7"

3RD - 6RH FLOOR ZONING AREA CALCULATIONS

3RD-6TH FLOOR AREA DEDUCTIONS

ZONING MAP & SITE LOCATION

PLUMBING DEDUCTIONS

P9

5.25

P10

9.56
60.16

TOTAL

MECHANICAL DEDUCTIONS
M1

15.50

M2

176.81

M3

69.27

M4

22.00

TOTAL

283.58

M1= 2'-0" X 7'-9"
= 15.5 SF

7'-0"

11"

OTB 2= 11" X 5'-6"
=5.04 SF

P6= 7'-10" X 9"
= 5.88 SF

P4= (7'-6" X 9") + (2'-6"X2'-3")
= 5.625 + 5.625
= 11.25 SF

P5= 7'-4" X 9"
= 5.5 SF

UP

7'-2" DN
P7= 7'-2" X 9"
= 5.38 SF

2'-6"

32'-4"

4'-3"

7'-6"

X07
KING RM

X06
KING RM

UP

8"
P2= 1'-4" X 8"
= 0.89 SF

1'-3"

X05
D/D RM

7"

X03
KING RM

X04
ADA RM

Tel: (718) 353-2929
Fax: (718) 661-1619

OTB 1= (2'-3" + 4'-3")
X 2'-11" / 2
=9.48 SF

STAIR 1

3'-8" P3= (5'-3" X 9") + (2'-9"X1'-3")
= 3.94 + 3.44
9"
= 7.38 SF

9"

9"

OPEN TO BELOW AREA DEDUCTIONS
OTB 1

7'-2"

DN

X02
KING RM

X01
KING RM

ZONING MAP: 17a

PROJECT LOCATION
PROPERTY INFO

P1= 6'-4" X 7"
= 3.69 SF

PROPOSED NEW 6-STORY COMMERCIAL BUILDING PURSUANT TO HOTEL PROGRAMS

20'-4"

OPEN TO BELOW AREA

5.38

STAIR 2

ELEV #2
P10= 7'-2" X(STRETCHER
9"
ADAPTABLE)
= 9.56 SF
M4=3'-8" X 6'-0"
= 22 SF

ELEV #1
(2500 LBS)

2'-3"

1'-4"

MECH. SPACE & VENT DUCT

P8

2'-0"

Architectural, Interior Design, Zoning & Building Code Expertise
37-01 Main Street, Suite #308, Flushing, NY 11354
michaelkangra@yahoo.com

6'-4"

PLUMBING CHASE

11'-6"

5.38

7'-2"

6'-3"

P7

P8= 7'-2" X 9"
= 5.38 SF

2'-11"

5.88

11'-1"

6'-0"

P6

19'-3"
P9= 7'-0" X 9" M3=11'-1" X 6'-3"
= 69.27 SF
= 5.25 SF

MICHAEL KANG
ARCHITECT, PLLC.

GFA = (62'-7" + 84'-2" ) X 32'-4"
/ 2 + 84'-2"X 20'-4"
=2372.46 + 1711.40
=4083.9 SF

5'-3"

5.50

MECH.

D/D RM

2'-9"

P5

3727.4 SF

X10
D/D RM

9"

11.25

356.5 SF

X09
KING RM

9"
2'-3"

P4

4083.9 SF

X08
KING RM

11'-6"

M2=(11'-6" + 19'-3")
X 11'-6" / 2
= 176.81 SF
X11

7'-4"

7.38

ZONING AREA

9"

P3

GROSS AREA

7'-10"

0.89

7'-9"

P2

9"

DEDUCTION
AREA

5'-6"

3.69

9"

GFA

P1

52'-8"

NAME

COMMERCIAL FLOOR AREA

ADDRESS
BLOCK #
LOT #
ZONE
ZONING MAP
LOT AREA

1688 EASTERN PARKWAY, BROOLYN, NY 11233
1465
20
C8-2
17a
11482 SF

84'-2"

7.67

OTB 2

5.04

SUB-TOTAL

12.71

USE REGULATIONS

N

PERMITTED USE (ZR22-00)
PROPOSED USE GROUP
PROPOSED OCCUPANCY GROUP

GROUP 4 -14,16
GROUP 5 (HOTEL)
R-1
BULK REGULATIONS

TOTAL DEDUCTIONS
60.16 + 283.58 + 12.71 =356.45

ZR 33-122 MAX. FAR FOR COMMERCIAL BUIDLING IN C8-2
62'-7"

PROPOSED COMMERCIAL ZFA
MAXIMUM ALLOWED COMMERCIAL FAR

22942.8 SF
2.00 (C8-2)

MAXIMUM ALLOWED COMMERCIAL AREA

11482 X 2.00 = 22,964 SF > 22,942.8 SF... OK

ZR 33-442 HEIGHT AND SETBACK - ALTERNATE FRONT SETBACKS
2ND FLOOR AREA DEDUCTIONS

208
KING RM

210
D/D RM

211
D/D RM

DEPTH OF OPTIONAL FRONT OPEN AREA

212
KING RM

GFA = (62'-7" + 84'-2" ) X 32'-4"
/ 2 + 84'-2"X 20'-4"
=2372.46 + 1711.40
=4083.9 SF

PLUMBING DEDUCTIONS

P6

5.38

P7

5.38

PLUMBING CHASE

P8

5.25

MECH. SPACE & VENT DUCT

P9

9.56

SUB-TOTAL

50.79

OTB 2= 11" X 5'-6"
=5.04 SF

9"

32'-4"

2'-11"

STAIR 1

4'-3"
UP

UP

9"

P4= (5'-3" X 9") + (2'-9"X1'-3")
= 3.94 + 3.44
= 7.38 SF

9"

P3= (5'-3" X 9") + (2'-9"X1'-3")
= 3.94 + 3.44
= 7.38 SF

7'-2" DN

9"

OPEN TO BELOW AREA

207
KING RM

1'-3"
205
KING RM

206
KING RM

8"
P2= 1'-4" X 8"
= 0.89 SF

1'-3"
204
KING RM

7"

203
KING RM

202
KING RM

201
KING RM

P1= 6'-4" X 7"
= 3.69 SF

OTB 2

5.04

SUB-TOTAL

12.71

64'-9" SEE SKY EXPOSURE PLANE DIAGRAM

FRONT YARD (ZR24-34)

NOT REQUIRED

SIDE YARD (ZR33-25)

NOT REQUIRED

REAR YARD (ZR24-361 C)
MIN. 20'
PROPOSED REAR YARD
30' > 20' ... OK
ACCESSORY OFF-STREET PARKING REQUIREMENT
MIN. 1 PARKING SPACE REQUIRED PER 12 GUEST ROOMS
MIN. 1 PARKING SPACE REQUIRED PER 12 PERSONS FOR COMMON AREAS

OPEN TO BELOW AREA DEDUCTIONS
7.67

3.7(V) : 1(H) (NARROW STREET)

ZR 36-21 REQUIRED OFF-STREET PARKING SPACES FOR HOTELS

15.50

OTB 1

SKY EXPOSURE PLANE RATIO
PROPOSED BUILDING HEIGHT

MECHANICAL DEDUCTIONS
M1

60'

ZR33-20 YARD REGULATIONS
P5= 7'-10" X 9"
= 5.88 SF

P6= 7'-2" X 9"
= 5.38 SF

HEIGHT ABOVE STREET LINE

7.6(V) : 1(H) (WIDE STREET)

OTB 1= (2'-3" + 4'-3")
X 2'-11" / 2
=9.48 SF

1'-4"

5.88

7'-2"

DN

6'-4"

P5

7'-0"

5'-3"

7.38

STAIR 2

11"

2'-9"

P4

M1= 2'-0" X 7'-9"
= 15.5 SF

5'-3"

4004.9 SF

7.38

2'-9"

P3

ELEV #2
(STRETCHER
ADAPTABLE)

ELEV #1
(2500 LBS)

9"

0.89

7'-10"

79 SF

P2

2'-0"

P9= 7'-2" X 9"
2'-3"
= 9.56 SF

7'-9"

4083.9 SF

ZONING AREA

7'-2"

9"

DEDUCTION
AREA

P7= 7'-2" X 9"
= 5.38 SF

5'-6"

GFA

GROSS AREA

3.69

9"

NAME

P1

52'-8"

COMMERCIAL FLOOR AREA

P8= 7'-0" X 9"
= 5.25 SF

15' (NARROW STREET )
10' (WIDE STREET - EASTERN PARKWAY)

20'-4"

2ND FLOOR ZONING AREA CALCULATIONS

208
D/D RM

84'-2"

PROPOSED NUMBER OF GUEST ROOMS

72

PROPOSED OCCUPANT LOAD

40 PERSONS

MIN. NUMBER OF PARKING REQUIRED

72 / 12 + 40 / 12 = 6+3.3 = 9

PROPSOED NUMBER OF PARKING

11 > 9 ... OK

ZR 36-231 WAIVER OF PARKING SPACES

N

REV.#

REQUIRED PARKING PACE LESS THAN 25 CAN BE WAIVED
REQUIRED SPACE

TOTAL DEDUCTIONS

DATE

DESCRIPTION

KEY PLAN

9 < 25 ... WAVIED

ZR 36-62 REQUIRED ACCESSORY OFF-STREET LOADING BERTHS

50.79 + 15.50 +12.71 = 79

62'-7"

FIRST 25,000 SF OF FLOOR AREA - NONE

N

PROPOSED ZFA = 22,915 SF < 25,000 SF ... NO LOADING BERTH REQUIRED
ZR 36-711 BICYCLE PARKING
MIN. 1 BICYCLE PARKING REQUIRED PER 10,000 SF
PROPOSED ZFA = 22,895.3 / 10,000 = 2 PARKING SPACES REQUIRED

1ST FLOOR AREA DEDUCTIONS
RECEPTION

7.38

P5

5.88

P6

5.38

TOTAL

2'-0"
STAIR 2

M1= 2'-0" X 7'-9"
= 15.5 SF

30.60

OFFICE

STAIR 1

4'-3"

9"

P4= (5'-3" X 9") + (2'-9"X1'-3")
= 3.94 + 3.44
= 7.38 SF

9"

P3= (5'-3" X 9") + (2'-9"X1'-3")
= 3.94 + 3.44
= 7.38 SF

7'-2" DN
P6= 7'-2" X 9"
= 5.38 SF

OTB 1= (2'-3" + 4'-3")
X 2'-11" / 2
=9.48 SF

DN

2'-9"

15.50

DN

UP

UP

M1

RPZ

P5= 7'-10" X 9"
= 5.88 SF

9"

MECH. SPACE & VENT DUCT

ELEV #2
(STRETCHER
ADAPTABLE)

ELEV #1
(2500 LBS)

7'-0"

DN

PLUMBING CHASE
MECHANICAL DEDUCTIONS

2'-3"

OPEN TO BELOW AREA
9"

OPEN TO BELOW AREA DEDUCTIONS

FLOOR AREA CHART

32'-4"

P4

P8= 7'-0" X 9"
= 5.25 SF

8"
1'-4"

7.38

1'-3"

P2= 1'-4" X 8"
= 0.89 SF

6'-4"

P3

UP

2'-11"

4028.3 SF

0.89

5'-3"

55.6 SF

4083.9 SF

P2

2'-9"

ZONING AREA

GFA = (62'-7" + 84'-2" ) X 32'-4"
/ 2 + 84'-2"X 20'-4"
=2372.46 + 1711.40
=4083.9 SF

LOBBY

5'-3"

DEDUCTION
AREA

PROPOSED NUMBER OF BICYCLE PARKING = 2 SPACES ( IN THE CELLAR)
CL

9"

GFA

GROSS AREA

3.69

109
KING RM

7'-9"

NAME

P1

52'-8"

COMMERCIAL FLOOR AREA

108
D/D RM

1'-3"

7"

ZFA

FLOOR

GFA

CELLAR

4083.9

4083.9

1

4083.9

55.6

4028.3

2

4083.9

79.0

4004.9

3

4083.9

356.5

3727.4

4

4083.9

356.5

3727.4

5

4083.9

356.5

3727.4

6

4083.9

356.5

3727.4

TOTAL

28587.3

5601.3

22942.8

P1= 6'-4" X 7"
= 3.69 SF
20'-4"

PLUMBING DEDUCTIONS

7'-10"

1ST FLOOR ZONING AREA CALCULATIONS

DEDUCTIONS

0

UNIT MIX CHART
KING ROOM #

D/D ROOM #

ADA ROOM #

PROJECT

1668 EASTERN PARKWAY
BROOKLYN, NEW YORK

ZONING COMPLIANCE
ZFA CALCULATION

TOTAL #
SEAL & SIGNATURE:

DATE:
PROJECT No:

CELLAR

7

0

0

7

1

8

1

0

9

TOTAL DEDUCTIONS

2

9

3

0

12

04-20-16
201601
DRAWING BY: CC
CHK BY:
M Kang

30.6+15.50+9.48 = 55.58

3

7

3

1

11

DWG No:

4

7

3

1

11

5

7

3

1

11

6

7

3

1

11

TOTAL

52

16

4

72

OTB 1

9.48

107
KING RM

106
KING RM

105
KING RM

104
KING RM

103
KING RM

102
KING RM

101
KING RM

84'-2"

N

Z-001.00
PAGE:

04 OF 32

USE AND OCCUPANCY GROUP ANALYSIS

EGRESS WIDTH PER OCCUPANT SERVED

( PROPOSED BUILDING IS FULLY SPRINKLERED )

EXIT ACCESS TRAVEL DISTANCE

MAXIMUM OCCUPANTS

(TABLE 1015.1)
USE GROUP

FLOOR

OCCUPANCY GROUP

PROPOSED
COMMON PATH

MAXIMUM TRAVEL
DISTANCE ALLOWED

MAXIMUM COMMON
PATH ALLOWED

81'-1" (BREAKFAST AREA) - EXIT 1
35'-5" (BREAKFAST AREA) - EXIT 2
84'-2" (GUEST ROOM) - EXIT 1
90'-0" (GUEST ROOM) - EXIT 2

25'-3"
23'-11"

200'-0"
(R-1)

75'-0"
(R-1)

HOTEL
(R-1)

84'-2" (GUEST ROOM) - EXIT 1
90'-0" (GUEST ROOM) - EXIT 2

50'-10"

200'-0"
(R-1)

75'-0"
(R-1)

HOTEL
(5)

HOTEL
(R-1)

26'-11" (GUEST ROOM) - EXIT 1
89'-6" (GUEST ROOM) - EXIT 2

23'-11"

200'-0"
(R-1)

75'-0"
(R-1)

HOTEL
(5)

HOTEL
(R-1)

26'-11" (GUEST ROOM) - EXIT 1
89'-6" (GUEST ROOM) - EXIT 2

23'-11"

200'-0"
(R-1)

75'-0"
(R-1)

CELLAR

HOTEL
(5)

HOTEL
(R-1)

1ST

HOTEL
(5)

2ND

3RD-6TH

MAXIMUM TRAVEL DISTANCE
PROPOSED

X08
KING RM

X09
KING RM

HOTEL
(R-1)

CELLAR

(7 GUEST ROOMS X 2)
=14 PERSONS
BREAKFAST AREA
=16 PERSONS
TOTAL = 30 PERSONS

0.2

MIN. NUMBER OF EXITS
FOR OCCUPANT LOAD

INDEX (INCHES
PER OCCUPANT)

ALLOWED

PROPOSED

30 / 2 = 15
15 X 0.2 = 3 "

EXIT-1 DOOR = 36" > 3" ... OK
EXIT-2 DOOR = 36" > 3" ... OK

MIN. NUMBER OF EXITS
FOR OCCUPANT LOAD

STAIR

ALLOWED

0.3

30 / 2 = 15
15 X 0.3 = 4.5 "

0.2

23 / 2 = 12
12 X 0.2 = 2.4 "

EXIT-1 DOOR = 36" > 2.4" ... OK
EXIT-2 DOOR = 36" > 2.4" ... OK

0.3

23 / 2 = 12
12 X 0.3 = 3.6 "

EXIT-1 STAIR = 44" > 3.6" ... OK
EXIT-2 STAIR = 44" > 3.6" ... OK

2ND FLOOR

HOTEL
(R-1)

(12 GUEST ROOMS X 2)
= 24 PERSONS

0.2

24 / 2 = 12
12 X 0.2 = 2.4 "

EXIT-1 DOOR = 36" > 2.4" ... OK
EXIT-2 DOOR = 36" > 2.4" ... OK

0.3

24 / 2 = 12
12 X 0.3 = 3.6 "

EXIT-1 STAIR = 44" > 3.6" ... OK
EXIT-2 STAIR = 44" > 3.6" ... OK

3RD - 6TH
FLOOR

HOTEL
(R-1)

(11 GUEST ROOMS X 2)
= 22 PERSONS

0.2

22 / 2 = 11
11 X 0.2 = 2.2 "

EXIT-1 DOOR = 36" > 2.2" ... OK
EXIT-2 DOOR = 36" > 2.2" ... OK

0.3

22 / 2 = 11
11 X 0.3 = 3.3 "

EXIT-1 STAIR = 44" > 3.6" ... OK
EXIT-2 STAIR = 44" > 3.6" ... OK

208
D/D RM

MECH.

EXIT-1
DOOR WIDTH = 36"
STAIR WIDTH = 44"

DN

STAIR 1

208
KING RM

210
D/D RM

211
D/D RM

ELEV #1
(2500 LBS)

212
KING RM

ELEV #2
(STRETCHER
ADAPTABLE)

DN

STAIR 1

STAIR 2

X03
KING RM

X04
ADA RM

UP

EXIT-2
DOOR WIDTH = 36"
STAIR WIDTH = 44"

7.6
X02
KING RM

COMMON PATH
= 23'-11" < 75'-0"

X01
KING RM

1

TRAVEL DISTANCE 2
= 23'-11" + 65'-7"
= 89'-6" < 200'-0"

207
KING RM

TRAVEL DISTANCE

202
KING RM

COMMON PATH
= 23'-11" < 75'-0"

201
KING RM

OCCUPANT LOAD

11 GUESTROOMS X 2 = 22 PERSONS

12 GUESTROOMS X 2 = 24 PERSONS

10'-0"

6TH FLOOR
EXIT-1
DOOR WIDTH = 36"

10'-0"

+123'-2"

REV.#

DATE

DESCRIPTION

KEY PLAN

5TH FLOOR
N
EXIT-1

10'-0"

RECEPTION
108
D/D RM

10'-0"

+103'-2"

109
KING RM

TRAVEL DISTANCE 1
= 50'-10" + 33'-4"
= 84'-2" < 200'-0"

(2500 LBS)

STAIR 2

RPZ

STAIR 1

OFFICE

10'-0"

UP

EXIT-2
DOOR WIDTH = 36"
STAIR WIDTH = 44"

BREAKFAST AREA TRAVEL DISTANCE 1
= 25'-3" + 55'-10"
COMPACTOR
= 81'-1" < 200'-0"

STAIR 1

UP

EXIT-2
DOOR WIDTH = 36"
STAIR WIDTH = 44"

EXIT-1
DOOR WIDTH = 36"
STAIR WIDTH = 44"

UP

GUESTROOM TRAVEL DISTANCE 1
= 23'-11" + 3'-0"
= 26'-11" < 200'-0"

EXIT-1

DN

TRAVEL DISTANCE 2
= 50'-10" + 41'-2"
= 92'-0" < 200'-0"

DN

(2500 LBS)

ELEV #2
(STRETCHER
ADAPTABLE)

COMMON PATH
= 50'-10" < 75'-0"

EXIT-2

2ND FLOOR

AREA COMMON PATH
= 25'-3" < 75'-0" ELEV #1

BREAKFAST AREA TRAVEL DISTANCE 2
= 25'-3" + 10'-2"
STAIR 2
= 35'-5" < 200'-0"

UP

DN

WATER
METER RM.

BREAKFAST
AREA
(16 SEATS)BREAKFAST

ELEV #2
(STRETCHER
ADAPTABLE)

DN

14'-2"

ELEC.
METER

CL

DN
ELEV #1

+83'-2"

PANTRY

UP

3RD FLOOR
+93'-2"

LOBBY

BICYCLE
PARKING

GAS
METER

TRAVEL DISTANCE 2
= 23'-11" + 65'-7"
= 89'-6" < 200'-0"

EXIT-2

PROPERTY LINE

203
KING RM

REMOTE POINT

OCCUPANT LOAD

4TH FLOOR
60'-0"

64'-9"
PROPOSED BUILDING HEIGHT

204
KING RM

ROOF

+113'-2"

PROJECT

1668 EASTERN PARKWAY
BROOKLYN, NEW YORK

1ST FLOOR
+69.0'

107
KING RM

106
KING RM

10'-0"

+68'-5"

205
KING RM

COMMON PATH

MIN. 10' ALTERNATE FRONT OPEN AREA

MEAN CURB LEVEL

206
KING RM

REMOTE POINT

+133'-2"

EASTERN PARKWAY
(WIDE STREET)

TRAVEL DISTANCE 1
= 23'-11" + 3'-0"
= 26'-11" < 200'-0"

EXIT-1

DN

41'-10" > 10'-0"

COMPLY WITH
ZR 33-442

EXIT-2

EXIT-2

NE
SURE PLA
SKY EXPO

TRAVEL DISTANCE 1
= 23'-11" + 3'-0"
= 26'-11" < 200'-0"

TRAVEL DISTANCE 2
= 23'-11" + 65'-7"
= 89'-6" < 200'-0"

X05
D/D RM

EXIT-1
DOOR WIDTH = 36"
STAIR WIDTH = 44"

UP

EXIT-1

X06
KING RM

Architectural, Interior Design, Zoning & Building Code Expertise
37-01 Main Street, Suite #308, Flushing, NY 11354
michaelkangra@yahoo.com
Tel: (718) 353-2929
Fax: (718) 661-1619

UP

X07
KING RM

EXIT-1 STAIR = 44" > 4.5" ... OK
EXIT-2 STAIR = 44" > 4.5" ... OK

(9 GUEST ROOMS X 2)
=18 PERSONS
LOBBY AREA
=523/100
=5 PERSONS
TOTAL = 23 PERSONS

ELEV #2
(STRETCHER
ADAPTABLE)

DN

PROPOSED

HOTEL
(R-1)

STAIR 2

UP

MICHAEL KANG
ARCHITECT, PLLC.

1ST FLOOR

X11
D/D RM

ELEV #1

DOOR

OCCUPANCY GROUP

X10
D/D RM

(2500 LBS)

INDEX (INCHES
PER OCCUPANT)

(TABLE 1005.1)

105
KING RM

104
KING RM

103
KING RM

102
KING RM

101
KING RM

REMOTE POINT

007
KING RM

006
KING RM

005
KING RM

004
KING RM

003
KING RM

002
KING RM

001
KING RM

REMOTE POINT

CELLAR
+59.0'

EGRESS DIAGRAMS
SECTION DIAGRAM
SEAL & SIGNATURE:

COMMON PATH
TRAVEL DISTANCE

GUESTROOM COMMON PATH
= 23'-11" < 75'-0"

OCCUPANT LOAD
9 GUESTROOMS X 2 = 18 PERSONS
LOBBY 523/100 = 5 PERSONS

OCCUPANT LOAD

TOTAL =14+5 = 23 PERSONS

TOTAL =14+16 = 30 PERSONS

7 GUESTROOMS X 2 = 14 PERSONS
BREAKFAST AREA = 16 PERSONS

DATE:
PROJECT No:

04-20-16
201601
DRAWING BY: CC
CHK BY:
M Kang
DWG No:

Z-002.00
PAGE:

05 OF 32

MICHAEL KANG
ARCHITECT, PLLC.
Architectural, Interior Design, Zoning & Building Code Expertise
37-01 Main Street, Suite #308, Flushing, NY 11354
michaelkangra@yahoo.com

S

Tel: (718) 353-2929
Fax: (718) 661-1619

1
A-201

1
A-302

69.32'

62'-5"

3'-8"

6'-5"

15'-4"

7'-9"

7'-6"

66.0'

10'-21 2"

6'-0"

E

ELEC.
METER

13'-7"

B

GAS
METER

WATER
METER
RM.

15'-9"

PANTRY

BICYCLE
PARKING
(2 SPACES)

F

6

6

13'-8"

F

10'-1"

G

F

6'-0"

8'-71

1'-5"

6'-11"

10'-7"

C

8'-71

2"

2"

1
A-301

AREA: 367 SF
MAX. OCCUPANT = 367/100= 4 PPL

COMPACTOR
9'-31 2"

10'-1"

UP

17R @ 7" EA.

DN

E

CORRIDOR

5'-0"

8R @ 7" EA.

5

F

B

8R @ 6.25" EA.

17'-7"

7'-5"

B

STAIR 2

ELEV #2
(STRETCHER
ADAPTABLE)

ELEV #1
(2500 LBS)

1
02
A-2

6

4'-0"

F

52'-8"

STAIR 1

E

8'-3"
B

F

9'-0"

6

6

T.O.S EL. +59'-0"

'-0"
39

BREAKFAST AREA
(16 SEATS)

6

G

5'-0"

F

G

7

G

T.O.S EL. +63'-2"
B

UP

1

1

1

1

1

7
C

2

5'-5"

G

1

C

7'-0"

2

3'-3"

3

8'-0"

1
A-204

C

3

C

3

2

3

2

3
2

2

C

3'-8"

5'-0"

7'-10"

5'-0"

5'-0"

6'-6"

5'-0"

5'-5"

5'-0"

5'-4"

5'-3"

5'-7"

2
1

007
KING RM

A

S

A1

ROOM AREA: 150 SF
WINDOW AREA = 32 SF
32/150 = 21% > 10%

006
KING RM

A1

ROOM AREA: 142 SF
WINDOW AREA = 32 SF
32/142 = 23% > 10%

11'-0"

A

S

S

005
KING RM
ROOM AREA: 196 SF
WINDOW AREA = 32 SF
32/196 = 16% > 10%

12'-6"

11'-11"

S

A1

A1

ROOM AREA: 184 SF
WINDOW AREA = 32 SF
32/184 = 17% > 10%

11'-10"

11'-4"

004
KING RM

A

A

S

003
KING RM

A1

ROOM AREA: 170 SF
WINDOW AREA = 32 SF
32/170 = 19% > 10%

11'-10"

A

S

002
KING RM

S

001
KING RM

A1

ROOM AREA: 165 SF
WINDOW AREA = 32 SF
32/165 = 20% > 10%

ROOM AREA: 164 SF
WINDOW AREA = 32 SF
32/164 = 20% > 10%

11'-0"

11'-4"

20'-31 2"

A

A

UP
REV.#

DATE

DESCRIPTION

11'-0"
KEY PLAN

N

2'-6"
2"

7'-0"

5'-0"

7'-0"

5'-0"

7'-0"

5'-0"

7'-0"

5'-0"

7'-0"

5'-0"

84'-2"

7'-0"

5'-0"

7'-0"

2'-8"
9'-3"

2
A-101
8"
1
A-203

T.O.P EL. +66'-0"

PROJECT

1668 EASTERN PARKWAY
BROOKLYN, NEW YORK

CELLAR FLOOR PLAN
SEAL & SIGNATURE:

DATE:
PROJECT No:

04-20-16
201601
DRAWING BY: CC
CHK BY:
M Kang
DWG No:

N

A-101.00
PAGE:

06 OF 32

MICHAEL KANG
ARCHITECT, PLLC.
Architectural, Interior Design, Zoning & Building Code Expertise
37-01 Main Street, Suite #308, Flushing, NY 11354
michaelkangra@yahoo.com

S

Tel: (718) 353-2929
Fax: (718) 661-1619

3 4"

-7

38'

18'-0"

"
'-11
68

8'-6"

.6'
17
P1

10

3 4"

"

6'-0

8'-6"

3D VIEW
P2

SCALE: N.T.S
NOTE:
1. REBAR AMERICAN GRADE 60 SIZE #3
2. 3000 PSI CONCRETE OR GREATER
3. WEIGHT 200 POUNDS

P3

8'-6"

P4

8'-6"

41'-10"

9"

1
A-302

1
A-201

2"

62'-5"
T.O.S. EL.+69'-7"

1'-4"

1'-2"

3'-4"

6'-9"

4'-6"

9'-7"

3'-0"

4 1 2"
3

6'-0"

3'-7"

1'-7"

21'-7"

4"

2"

T.O.S. EL.+69'-0"
6

3'-8"
5'-31 2"

7'-4"

3'-8"

7'-7"

3'-8
B

OFFICE

AREA: 367 SF
MAX. OCCUPANT = 367/100= 4 PPL

5'-0"

E

CORRIDOR

UP

17R @ 7" EA.

3"

7

STAIR 1
7

B

T.O.P. EL.+68'-0"

G

T.O.S EL. +73'-2"
DN

B
1

1

1

1

REV.#

1

DATE

DESCRIPTION

7

2

7'-0"

6'-6"

A

A1

5'-5"

5'-0"

5'-0"

5'-5"

5'-3"

5'-7"

A
S

105
KING RM
ROOM AREA: 196 SF
WINDOW AREA = 46 SF
46/196 = 23% > 10%

A1

5'-0"

7'-0"

2"

104
KING RM

A1

ROOM AREA: 184 SF
WINDOW AREA = 46 SF
46/184 = 25% > 10%

11'-10"

A

103
KING RM

102
KING RM

A1

5'-0"

7'-0"

S

101
KING RM

A1

ROOM AREA: 165 SF
WINDOW AREA = 46 SF
46/165 = 28% > 10%

ROOM AREA: 164 SF
WINDOW AREA = 46 SF
46/164 = 28% > 10%

11'-0"

11'-4"

7'-0"

A

S

ROOM AREA: 170 SF
WINDOW AREA = 46 SF
46/170 = 27% > 10%

11'-10"

5'-0"

A
S

5'-0"

7'-0"

20'-31 2"

106
KING RM

5'-0"

S

ROOM AREA: 142 SF
WINDOW AREA = 46 SF
46/142 = 32% > 10%

5'-0"

KEY PLAN

N

A

11'-4"

7'-0"

5'-0"

7'-10"

S

11'-0"

2

2

3

3
2

'-0"

2

5'-0"

S

ROOM AREA: 150 SF
WINDOW AREA = 46 SF
46/150 = 31% > 10%

C

3

C

3'-8"

A1

3

20

2
1

3'-3"

107
KING RM

C

3

8'-0"

3'-8"

4'-0"
RPZ

1

D

1
A

F

"

9R @ 6.25"EA.

2

8'-71 2"

8'-71 2"

3'-6"

1
02
A-2

DN

DN

DN

2

6'-11"

7'-0"

1

17R @ 7" EA.

10R @ 6.4" EA.

3'-11"

G

5'-0"

SCALE: N.T.S

4

6

ELEV #2
(STRETCHER
ADAPTABLE)

ELEV #1
(2500 LBS)

3'-8"

7'-0"

4'-0"

6'-5"

12'-10"

1'-10"

3R @ 7" EA.

3

E

C

11'-11"

SECTION

ELEC.
CLOSET
3'-8"

2

8'-3"

9'-7"
6'-5"

52'-8"

15'-5"

10'-0"
124'-6"

9"

'-0"

LOBBY
T.O.S EL. +69'-0"

S

UP

2'-6"

6

A1

DN

1
A-301

RECEPTION

S

3'-8"
1
A-204

2 EA. #3 REBAR

B

ROOM AREA: 175 SF
WINDOW AREA = 60 SF
60/175 = 34% > 10%

STAIR 2

F

'-0"
10

11'-0"

5'-0"

7'-0"

2'-8"

84'-2"

9'-3"

PROJECT
3 4"

'-3

47

"

8'-6

1668 EASTERN PARKWAY

T.O.P EL. +65'-2"

BROOKLYN, NEW YORK

1
A-203

30'-0"

18'-0"

18'-0"

18'-0"

18'-0"

18'-0"

1ST FLOOR PLAN

18'-0"

'-0"
18

8'-6"

T.O.S EL. +74'-0"

A1

ROOM AREA: 180 SF
WINDOW AREA = 43 SF
43/180 = 24% > 10%

UP

T.O.S EL. +67'-10"

109
KING RM

39

T.O.S EL. +69'-7"

108
D/D RM

B

33'-111 4"

11'-0"

1 2"

11'-0"

1
4'-1
17

3'-8"

2"

P5

P6

P7

P8

P9

P11

SEAL & SIGNATURE:

P10

129'-10"

2"

N

DATE:
PROJECT No:

04-20-16
201601
DRAWING BY: CC
CHK BY:
M Kang
DWG No:

A-102.00
PAGE:

07 OF 32

1
A-302

MICHAEL KANG
ARCHITECT, PLLC.

1
A-201
S

Architectural, Interior Design, Zoning & Building Code Expertise
37-01 Main Street, Suite #308, Flushing, NY 11354
michaelkangra@yahoo.com

62'-5"

Tel: (718) 353-2929
Fax: (718) 661-1619

1'-3"

22'-3"

CANOPY

11'-0"

208
D/D RM

208
KING RM

ROOM AREA: 153 SF
WINDOW AREA = 61 SF
61/153 = 40% > 10%

ROOM AREA: 143 SF
WINDOW AREA = 61 SF
61/143 = 43% > 10%

A1

3'-7"

9'-0"

3'-7"

13'-0"

12'-10"

210
D/D RM

211
D/D RM

ROOM AREA: 228 SF
WINDOW AREA = 61 SF
61/228 = 27% > 10%

A1

9'-0"

1'-7"

5'-0"

9'-0"

11'-41 4"
212
KING RM

ROOM AREA: 224 SF
WINDOW AREA = 61 SF
61/224 = 27% > 10%

15'-5"

19'-4"

12'-1"

11'-0"

3'-7"

A1

ROOM AREA: 217 SF
WINDOW AREA = 61 SF
61/217 = 28% > 10%

11'-0"

9'-9"

12'-5"

2'-10"

9'-0"

12'-5"

1'-6"

A1

8'-5"
S

S

S

A

S

S

A

G

A

'-0"
39

3'-8"

7

3'-3"

3'-8"

5'-0"

17R @ 7" EA.

1

7

5'-0"

G

T.O.S EL. +83'-2"
1

1

C

7'-10"

UP

B

3

1

"
8
'
3
STAIR 1

2"

7'-0"

2

1

2

G

5'-0"

8'-71 2"

1
C

7'-0"

3'-3"

E

AREA: 401 SF
MAX. OCCUPANT = 401/100= 4 PPL

DN

3'-31

1

CORRIDOR

STAIR 2

B
DN

1

D

1
02
2
A

3'-8"

8'-71 2"

UP

1
A-301

8'-7"

7'-3"

3

8'-0"

F

3'-8"

5'-0"

3'-0"
17R @ 7" EA.

14'-2"

6'-6"

2

5'-0"

5'-5"

3

3

2

5'-0"

1

C

3

2

5'-0"

2

5'-0"

C
5'-7"

5'-3"

5'-5"

2

11'-11"

19'-2"

A

A

S

207
KING RM

A

S

A1

ROOM AREA: 150 SF
WINDOW AREA = 46 SF
46/150 = 31% > 10%

206
KING RM

S

A1

ROOM AREA: 142 SF
WINDOW AREA = 46 SF
46/142 = 32% > 10%

11'-0"

A
S

205
KING RM
ROOM AREA: 196 SF
WINDOW AREA = 46 SF
46/196 = 23% > 10%

A1

A

S

A1

ROOM AREA: 184 SF
WINDOW AREA = 46 SF
46/184 = 25% > 10%

11'-10"

11'-4"

204
KING RM

A

203
KING RM

S

A1

ROOM AREA: 170 SF
WINDOW AREA = 46 SF
46/170 = 27% > 10%

11'-10"

202
KING RM

S

201
KING RM

A1

ROOM AREA: 165 SF
WINDOW AREA = 46 SF
46/165 = 28% > 10%

DATE

DESCRIPTION

KEY PLAN

N

ROOM AREA: 164 SF
WINDOW AREA = 46 SF
46/164 = 28% > 10%

11'-0"

11'-4"

REV.#

A

20'-31 4"

1

12'-6"

52'-8"

3'-8"

1
A-204

3'-5"

3'-8"

ELEV #2
(STRETCHER
ADAPTABLE)

ELEV #1
(2500 LBS)

5'-0"

1

3'-8"

2

5'-0"

5'-0"

5'-0"

2

3'-8"

3'-8"

1

11'-0"

PROJECT

2'-6"

7'-0"

5'-0"

7'-0"

5'-0"

7'-0"

5'-0"

7'-0"

5'-0"

7'-0"

5'-0"

7'-0"

5'-0"

7'-0"

2'-8"

1668 EASTERN PARKWAY
BROOKLYN, NEW YORK

2N FLOOR PLAN

84'-2"

SEAL & SIGNATURE:

1
A-203

DATE:
PROJECT No:

04-20-16
201601
DRAWING BY: CC
CHK BY:
M Kang
DWG No:

N

A-103.00
PAGE:

08 OF 32

1
A-302

1
A-201

MICHAEL KANG
ARCHITECT, PLLC.
S

Architectural, Interior Design, Zoning & Building Code Expertise
37-01 Main Street, Suite #308, Flushing, NY 11354
michaelkangra@yahoo.com

62'-5"

13'-0"

12'-10"

X08
KING RM

X09
KING RM

X10
D/D RM

X11
D/D RM

ROOM AREA: 143 SF
WINDOW AREA = 61 SF
61/143 = 43% > 10%

ROOM AREA: 228 SF
WINDOW AREA = 61 SF
61/228 = 27% > 10%

15'-5"

A1
S

3'-8"

5'-0"

5'-0"

2
B
D

3'-8"

8'-71 2"

B

1'-6"

1

1A

5'-0"

5'-2"

2

3

2

5'-0"

10'-0"

2A

5'-5"

4'-7"

1

C

3

7'-1"
3'-8"

7

B

C

3

UP

G

1

1

3'-3"

17R @ 7" EA.

6

C

7

G

2

E

1
C

7'-01 2"

"

3'-8

3'-2"
5'-0"

8'-7"

3'-3"

1

AREA: 401 SF
MAX. OCCUPANT = 401/100= 4 PPL

DN

B
DN

1

CORRIDOR

UP

7'-0"

8'-71 2"

1
02
2
A

F

5'-0"

17R @ 7" EA.

7'-3"

ELEV #2
(STRETCHER
ADAPTABLE)

ELEV #1
(2500 LBS)

5'-0"

3'-8"

3'-8"

'-0"

S

3'-5"
3'-0"

39

3'-8"

3'-8"

F

3

2

5'-0"

2

5'-0"

5'-5"

C

5'-3"

5'-7"

2

19'-2"

A

S

X07
KING RM

S

X06
KING RM

A1

ROOM AREA: 150 SF
WINDOW AREA = 46 SF
46/150 = 31% > 10%

2'-6"

7'-0"

S

5'-0"

7'-0"

5'-0"

7'-0"

A1

ROOM AREA: 201 SF
WINDOW AREA = 46 SF
46/201 = 23% > 10%

5'-0"

7'-0"

X03
KING RM

A1

7'-0"

X02
KING RM

S

X01
KING RM

A1

ROOM AREA: 165 SF
WINDOW AREA = 46 SF
46/165 = 28% > 10%

5'-0"

7'-0"

REV.#

DATE

DESCRIPTION

KEY PLAN

N

ROOM AREA: 164 SF
WINDOW AREA = 46 SF
46/164 = 28% > 10%

11'-0"

11'-4"

5'-0"

A

S

ROOM AREA: 170 SF
WINDOW AREA = 46 SF
46/170 = 27% > 10%

12'-8"

11'-4"

A

S

X04
ADA RM

A1

ROOM AREA: 173 SF
WINDOW AREA = 46 SF
46/173 = 27% > 10%

11'-0"

A
S

X05
D/D RM

A1

ROOM AREA: 137 SF
WINDOW AREA = 46 SF
46/137 = 34% > 10%

11'-0"

A

A

A

20'-31 4"

1

13'-1"

5'-0"

B

2

1

2

3'-8"

11'-11"

A1

(3) HOT WATER HEATERS
MFR: AMERICAN STANDARD
MODEL #:D-100-250-A 8'-5"
G
MEA #: 4-99-E

A

F

14'-2"

ROOM AREA: 224 SF
WINDOW AREA = 61 SF
61/224 = 27% > 10%

S

1

52'-8"

MECH. ROOM

S

A

1'-7"

3'-8"

ROOM AREA: 153 SF
WINDOW AREA = 61 SF
61/153 = 40% > 10%

9'-0"

11'-31 4"

11'-0"

S

1
A-301

3'-7"

9'-0"

11'-0"

A1

1
A-204

3'-7"

9'-0"

12'-5"

12'-1"
19'-4"

3'-7"

9'-0"

11'-0"

3'-7"

9'-0"

17'-9"

1'-6"

Tel: (718) 353-2929
Fax: (718) 661-1619

11'-0"

5'-0"

7'-0"

2'-8"

PROJECT

1668 EASTERN PARKWAY
BROOKLYN, NEW YORK

84'-2"
6TH FLOOR
5TH FLOOR

T.O.S EL. +123'-2"

3RD-6TH FLOOR PLAN (TYP.)

1
A-203

SEAL & SIGNATURE:

T.O.S EL. +113'-2"

DATE:
PROJECT No:

04-20-16
201601
DRAWING BY: CC
CHK BY:
M Kang
DWG No:

4TH FLOOR

T.O.S EL. +103'-2"

N

A-104.00
PAGE:

3RD FLOOR

T.O.S EL. +93'-2"

09 OF 32


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