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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
1668 eastern parkway.pdf (PDF, 14.46 MB)
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