Zixiao ji Practice by ji zixiao

Zixiao Ji Professional work & drawings

Holiday Inn Express Hotel Hotel design in ChongQing 2014.6 - 2014.9 Project responsibilities: Plan and section drawing

4a3 studio, BIAD

JinXiu Valley Villa

4a3 studio, BIAD

Villa design in ChongQing 2014.6 - 2014.9 Project responsibilities: Design, 3D modeling and rendering

Crowne Plaza Hotel Hotel design in GuangXi BaiHe 2014.6 - 2014.9 Project responsibilities: Detail Design

4a3 studio, BIAD

194-49 Foothill Ave

Michael Kang Architect

Single family house design in Queens, New York 2016.9 - 2016.11 Project responsibilities: Design, zoning & energy analysis, construction documents drawing

GENERAL NOTES

DEP NOTES (WASTE WATER)

SCALE: 1/16" = 1'-0"

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK CITY BUILDING CODES.

THE FACILITIY DOES NOT CONTAIN ANY OF FOLLOWING:

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.

* DENTAL FACILITIES * WELLS * WATER TANKS * CAR WASH OR CAR REPAIR * RESTAURANT OR FOOD PROCESSING AREA * BIDETS

3. CONTRACTOR IS TO FILE WORKMAN'S COMPENSATION AND TO SECURE ALL PERMITS BEFORE THE START OF WORK. 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

MICHAEL KANG ARCHITECT, PLLC.

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

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

APPLICATION NOTES

6. THE CONTRACTOR IS TO RETAIN A LICENSED PROFESSIONAL ENGINEER AS PART OF HIS CONTRACT, ON BEHALF OF THE OWNER TO PERFORM ALL REQUIRED CONTROLLED INSPECTION WORK AS MAY BE REQUIRED. 7. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO INSURE THE SAFETY AFFECTED BY THIS WORK. 8. FIVE DAYS PRIOR NOTICE SHALL BE GIVEN TO THE ADJOINING PROPERTY OWNERS AFFECTED BY THIS WORK.

FIRE WALL FIRE-RESISTANCE RATINGS

⅊

(BC TABLE 706.4)

OCCUPANCY GROUP

FIRE-RESISTANCE RATINGS (HOURS)

PROPOSED FIRE-RESISTANCE RATINGS (HOURS)

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

√

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 SEC C19-161-1

MICHAEL KANG, RA

61'-6"

1. SD1&2 IS FILED UNDER SEPARATE APPLICATION. 2. BUILDER'S PAVEMENT PLAN IS FILED UNDER SEPARATE APPLICATION.

54'-3 7/8"

5. THE ENGINEER/ ARCHITECT HAS NOT BEEN RETAINED FOR FIELD SUPERVISION OR INSPECTION.

OCCUPANCY GROUP

FIRE-RESISTANCE RATINGS (HOURS)

PROPOSED FIRE-RESISTANCE RATINGS (HOURS)

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

√

117'-9 7/8"

FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES BETWEEN FIRE AREAS (BC TABLE 707.3.9)

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

BASE PLANE LEVEL EL: 102.1'

SEISMIC NOTES (BC TABLE 715.4)

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

3 1 1/2

√

1 1/2

√

⅊

8'-6"

14'

3 3 1 1/2 1 1/2

CONCRETE PAD

18' 20'

4 3 2 1 1/2

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

CONCRETE DRIVEWAY

175'

BASE PLANE LEVEL EL: 102.1'

21'

1. BUILDING SHALL COMPLY WITH SEC. D26-16.03 H.M.C. : DRAINAGE OF ROOFS AND COURTYARDS 2. BUILDING SHALL COMPLY WITH SEC. D26-17.01 H.M.C. : CENTRAL HEATING 3. BUILDING SHALL COMPLY WITH SEC. D26-17.07 H.M.C. : SUPPLY HOT WATER 4. BUILDING SHALL COMPLY WITH SEC. D26-17.09 H.M.C. : GAS FIRE OR ELECTRIC HEATER WHERE PERMITTED. 5. BUILDING SHALL COMPLY WITH SEC. D26-19.07 H.M.C. : LIGHTS IN ENTRANCE WAYS AND AT YARDS AND COURTS. 6. BUILDING SHALL COMPLY WITH SEC. D26-19.05 H.M.C. : LIGHTING PUBLIC HALLS AND STAIRS 7. BUILDING SHALL COMPLY WITH SEC. D26-20.01 H.M.C. : PEEPHOLES IN ENTRANCE DOORS TO APARTMENTS. 8. BUILDING SHALL COMPLY WITH SEC. D26-20.03 H.M.C. : MIRRORS IN SELF SERVICE ELEVATORS 9. BUILDING SHALL COMPLY WITH SEC. D26-21.01 H.M.C. : MAIL SERVICE 10. BUILDING SHALL COMPLY WITH SEC. D26-21.03 H.M.C. : FLOOR SIGNS TO INDICATE FLOORS 11. BUILDING SHALL COMPLY WITH SEC. D26-21.05 H.M.C. : STREET NUMBERS ON THE DWELLING 12. BUILDING SHALL COMPLY WITH SEC. D26-22.03 H.M.C. : JANITORIAL SERVICES. 13. BUILDING SHALL COMPLY WITH SEC. D26-30.07 H.M.C. : LIGHTING AND VENTILATION OF LIVING ROOMS. 14. BUILDING SHALL COMPLY WITH SEC. D26-41.17 H.M.C. : REGISTRATION, TIME TO FILE 15. BUILDING SHALL COMPLY WITH SEC. D26-41.17 H.M.C. : IDENTIFICATION OF MANAGING AGENT OR OWNER. 16. BUILDING SHALL COMPLY WITH SEC. D26-41.5 H.M.C. : POSTING OF SERIAL NUMBER 17. BUILDING SHALL COMPLY WITH SEC. D26-14.03 H.M.C. : RECEPTACLES FOR GARBAGE 18. BUILDING SHALL COMPLY WITH SEC. D26-14.05 H.M.C. : COLLECTION OF GARBAGE

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

MINIMUM FIRE DOOR AND FIRE SHUTTER ASSEMBLY RATING (HOURS)

1 1

1 3/4

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

√

STONE PAVER

EL: 102.1' CONCRETE WALKWAY

15'-4"

12' EL: 101.72'

9'-4" 61'-6"

⅊

24'-10"

EL: 101.72' PROPOSED STREET TREE

PROPOSED CURB CUT

1'-6"

HOUSING MAINTENANCE NOTES

REQUIRED ASSEMBLY RATING (HOURS)

21'

TYPE OF ASSEMBLY

9'-6"

12'

CLOVER HILL ST (50' WIDE)

PROPOSED LOT TREE

FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS

L.L. 17/95

TC EL: 101.01'

TC EL: 101.19'

FOOTHILL AVE (60' WIDE)

STREET TREE PLANTING NOTES

191-49 FOOTHILL AVE, QUEENS BLOCK: 10509 LOT: 77 ZONING DISTRICT: R1-2 ZONING MAP: 15A CONSTRUCTION CLASS: VA 2-1/2 STORIES SINGLE FAMILY BUILDING

25'

KEY PLAN BASE PLANE LEVEL: 102.1'

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. HARDWIRED CARBON MONOXIDE DETECTORS SHALL COMPLY WITH BC 907 AND INSTALLED IN ACCORDANCE WITH BC 907. IT SHALL BE PROVIDED IN EVERY DWELLING UNIT WITHIN FIFTEEN FEET OF THE PRIMARY ENTRANCE OF EACH BEDROOM.

ALLOWABLE HEIGHT AND BUILDING AREA (TABLE 503)

OCCUPANCY GROUP R-3

TYPE OF CONSTRUCTION

PROPOSED

TYPE VA

HEIGHT

60'

36'

AREA

8400.00 S.F.

3116.00 S.F.

FIRE-RESISTANCE RATING REQUIREMENT FOR BUILDING ELEMENTS (HOURS)

1 A-101

WE WILL CONTACT NYC PARKS IF ANY UNDERGROUND INFRASTRUCTURE (GAS / WATER / ELECTRIC ETC.) AFFECTS ANY PROPOSED/EXISTING TREES ON SITE. WE ARE AWARE ANY WORK DONE ON OR NEAR A CITY TREE REQUIRES A PERMIT FROM NYC PARKS. THIS INCLUDES UTILITIES, SIDEWALKS, PRUNING OR ANY OTHER WORK THAT MAY IMPACT ANY TREE WITHIN THE DRIPLINE; DONE BY GENERAL CONTRACTOR OR ANY SUBCONTRACTORS. WE WILL FOLLOW NYC PARKS PLANTING SPECIFICATIONS AND FORWARD AMENDED PLAN.

DETAIL ELEVATION

A-101 3 A-101

BUILDING SECTION

WALL TYPE

DOOR TYPE

WINDOW TYPE PARTITION WALL/ 1 LAYER 5/8" GWB. TYPE "X" ON BOTH SIDE OF 2X4 WOOD STUDS 16" O.C. 1HR FIRE RATED BSA CODE = WP1035

TYPE V A

STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS, TRUSSES

BEARING WALLS EXTERIOR INTERIOR

1 1

NONBEARING WALLS AND PARTITIONS EXTERIOR

SEE TABLE 602

NONBEARING WALLS AND PARTITIONS INTERIOR

FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS

ROOF CONSTRUCTION

NEW TREE W/ 5'-0" x 8'-0" TREE PIT (PER ZR 26-41 AND ZR 28-12)

PARTITION WALL/ 2 LAYER 5/8" GWB. TYPE "X" ON BOTH SIDE OF 2X4 WOOD STUDS 16" O.C. 2HR FIRE RATED BSA CODE = WP1548

(TABLE 601) BUILDING ELEMENT

LIST OF DRAWINGS

LEGEND

PLUMBING CHASE WAL/ 2 LAYER 1/2" GWB. TYPE "X" ON ONE SIDE TO A DOUBLE ROW OF 1 5/8" METAL STUDS 16" O.C. 2HR FIRE RATED BSA CODE = WP 5070

EXTERIOR WALL WITH 3 1/2" FACE BRICK AND 2" R13 RIGID INSULATION, WATER PROOFING MEMBRANE, AND EXTERIOR SHEATHING, SUPPORTED BY 2X6 WOOD STUD 16" O.C. WITH R 21 BATT INSULATION AND 2-HOUR FIRE RATED TYPE X SHEATHING ON INTERIOR SIDE CONCRETE FOUNDATION WALL AND INTERIOR 4" FURRING WALL INSULATED WITH R15 CAVITY INSULATION.

1. G-100.00 NOTES, LEGEND, DRAWING LIST & PLOT PLAN 2. Z-001.00 ZONING DIAGRAM 1 3. Z-002.00 ZONING DIAGRAM 2 4. Z-003.00 ZONING DIAGRAM 3 5. Z-003.00 ZONING DIAGRAM 4 6. A-101.00 CELLAR PLAN & 1ST FLOOR PLAN 7. A-102.00 2ND FLOOR PLAN & ROOF PLAN 8. A-201.00 ELEVATION 9. A-202.00 SECTION 10. A-301.00 WINDOW, DOOR & FINISH SCHEDULE & PARTITION TYPES 11. EN-101.00 ENVELOPE ENERGY ANALYSIS & WALL DETAIL 12. EN-102.00 ENERGY ANALYSIS WALL DETAILS 13. EN-103.00 ENVELOPE ENERGY ANALYSIS 14. EN-104.00 PROGRESSIVE INSPECTIONS & INSPECTION CHECKLIST 15. EN-105.00 INSPECTION CHECKLIST 16. EN-106.00 LIGHTING SCHEDULE & CELLAR REFLECTED CEILING PLAN 17. EN-107.00 1ST & 2ND FLOOR REFLECTED CEILING PLAN 18. EN-108.00 SOLAR-READY DIAGRAM 19. SOE-101.00 GENERAL NOTES & EXCAVATION PLAN 20. ST-101.00 STRUCTURAL FRAMING PLAN 21. SP-001.00 SPRINKLER LEGEND AND NOTES 22. SP-101.00 CELLAR, 1ST AND 2ND FLOOR SPRINKLER PLAN 23. SP-301.00 SPRINKLER SCHEDULES AND RISER DIAGRAM & SPRINKLER DETAILS 24. P-001.00 PLUMBING LEGEND AND NOTES 25. P-101.00 CELLAR & 1ST FLOOR PLUMBING PLAN 26. P-102.00 2ND FLOOR & ROOF PLUMBING PLAN 27. P-301.00 PLUMBING SCHEDULES AND RISER DIAGRAM 28. P-401.00 PLUMBING DETAILS

CLOVER HILL ST (50' WIDE)

CARBON MONOXIDE & SMOKE DETECTOR NOTES 1.

TOTAL NUMBER OF: TREE REQUIRED BY NYC ZR 26-41 = 61.50' / 25' = 2 EXISTING TREES TO REMAIN = 0 EXISTING TREES TO BE REMOVED/ RELOCATED w/ NYC PARK DOCUMENTATION = 0 PROPOSED TREES TO BE PLANTED ON SITE = 2 TREES TO BE PLANTED OFF SITE = 0 TREES TO PAY INTO TREE FUND = 0

CONTROLLED INSPECTIONS SITE STORM DRAINAGE DISPOSAL AND DETENTION SYSTEM INSTALLATION

BC 1704.20

FIRE STOPS, DRAFTSTOP, AND FIREBLOCK SYSTEMS

BC 1704.25

FIRE-RESISTANCE RATED CONSTRUCTION

BC 109.3.4

STRUCTURAL STEEL - WELDING

BC 1704.3.1

STRUCTURAL STEEL - ERECTION & BOLTING

BC 1704.3.2,BC 1704.3.3

FOOTHILL AVE (60' WIDE)

MASONRY

BC 1704.5

SOILS -SITE PREPARATION UNDERPINNING

BC1704.7.1 BC 1704.9.1

EXCAVATION - SHEETING, SHORING AND BRACING

BC 1704.19, BC 3304.4.1

FOOTING AND FOUNDATION

BC 109.3.1

MECHANICAL SYSTEMS

BC 1704.15

SPRINKLER SYSTEMS

BC 1704.21

HEATING SYSTEMS

BC 1704.23

CHIMNEYS

BC 1704.24

ENERGY CODE COMPLIANCE INSPECTIONS

BC 109.3.5

CONCRETE-CAST-IN-PLACE

BC 1704.4

SOILS-INVESTIGATIONS (BORINGS/TEST PITS)

BC 1704.7.4

CONCRETE TEST CYLINDERS (TR2)

BC 1905.6

TABLE REFERENCE IN 1RCNY S5000-01(H)(1) AND (2) VESTIBULES FENESTRATION THERMAL VALUES AND RATINGS FENESTRATION RATINGS FOR AIR LEAKAGE HVAC AND SERVICE WATER HEATING EQUIPMENT HVAC AND SERVICE WATER HEATING SYSTEM CONTROLS DUCT PLENUM AND PIPING INSULATION AND SEALING DUCT LEAKAGE TESTING LIGHTING IN DWELLING UNITS LIGHTING CONTROLS FENESTRATION AREAS INTERIOR LIGHTING POWER

TR8 ITEMS IIA9 (IA3), (IIA3) (IA4).(IIA4) (IB3), (IIB4) (IB4),(IIB4) (IB5),(IIB5) (IB6).(IIB6) (IC2),(IIC2) (IIC5) (IA5),(IIA5) (IIC3)

REV.#

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

PLOT PLAN GENERAL NOTES SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

G-100.00 PAGE No:

01 OF 2

TAX LOT CALCULATIONS

SETBACK ANALYSIS

(SEE Z-003 FOR ZONING LOT CALCULATIONS)

CHIMNEY

ADDRESS: 191-49 FOOTHILL AVE, QUEENS, NY BLOCK: 10509 TAX LOT: 77 ZONING DISTRICT: R1-2 ZONING MAP: 15A NUMBER OF STORIES: 2-1/2 STORIES WITH CELLAR BUILDING HEIGHT: 36'-0" TAX LOT AREA: 7246.42 S.F. ZONING LOT AREA: 225,757.50 S.F.

MICHAEL KANG ARCHITECT, PLLC.

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

DORMER PERMITTED OBSTRUCTION RIDGE EL: 137.1'

MICHAEL KANG, RA

8'-4 1/8"

FLOOR AREA SCHEDULE

1700.00

FL1

1700.00

15.00

FL2

1700.00

7.22

SUB TOTAL

5100.00

22.22

DEDUCT

NET FLOOR AREA

15.00

1685.00

261.78

269.00

1431.00

261.78

284.00

3116.00

2ND FLOOR CL EL: 128.9'

UNCOVERED PORCH & TERRACE PERMITTED OBSTRUCTION

⅊

12'-7 7/8"

CELLAR

FLOOR OPENING

PROPOSED REAR YARD

10'

⅊

2ND FLOOR EL: 116.1'

10'

PROPOSED FRONT YARD

53'-3 7/8" 40'

35'

PLUMBING CHASE

20'

40'

11'

GROSS

25'

FLOOR

EAVES & GUTTER PERMITTED OBSTRUCTION

21'

1ST FLOOR EL: 105.1'

BASE PLANE LEVEL EL: 102.1'

2 10'-10"

CELLAR EL: 96.1'

15'

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

7'-6"

12'-8" 40'

42'-6"

17'-9 7/8"

RIDGE EL: 137.1'

20'-8"

8'-4 1/8"

DORMER PERMITTED OBSTRUCTION MAX WIDTH: 40' / 2 = 20' PROPOSED: 17.82' < 20'

TYPE A 16'-4"

FL2 FLOOR AREA DIAGRAM

GROSS BUILDING AREA

GROSS RESIDENTIAL BUILDING AREA = 1700

DEDUCTIBLE AREA: 10 TOTAL

DEDUCTIBLE AREA: 269.00 TOTAL

PLUMBING CHASE AREA: 10 TOTAL

PLUMBING CHASE AREA: 7.22 TOTAL

2 =5

FLOOR OPENING AREA: 261.78 TOTAL

NET FLOOR AREA

RESIDENTIAL ZONING FLOOR AREA: 1700 - 10 = 1690

9'-6"

12'

1ST FLOOR EL: 105.1' BASE PLANE LEVEL EL: 102.1'

BASE PLANE LEVEL EL: 102.1'

RESIDENTIAL ZONING FLOOR AREA: 1700 - 269 = 1431

CELLAR EL: 96.1'

IN COMPLIANCE WITH WHOLE ZONING LOT CALCULATION SEE Z-003 FOR SITE PLAN

FOOTHILL AVE (60' WIDE)

AREA OF WORK

1 =5

KEY PLAN

PROPOSED SIDE YARD CLOVER HILL ST (50' WIDE)

FL1 FLOOR AREA DIAGRAM

⅊ 2ND FLOOR EL: 116.1'

PROPOSED SIDE YARD 11'

16'-4"

HEIGHT OF SKY EXPOSURE PLANE EL: 127.1'

25'

⅊

35'

TYPE A

12'-7 7/8"

2ND FLOOR CL EL: 128.9'

SEE Z-002 FOR FLOOR AREA BREAKDOWN

SOUTH ELEVATION 1/8" = 1'-0"

EGRESS & EXIT ACCESS TRAVEL DISTANCE

FLOOR

45'-1"

74'-3" TO ENTRANCE ON 1ST FL

59'-11" COMMON PATH

R-3 (RESIDENTIAL)

USE GROUP

PROPOSED MAX. COMMON PATH OF EGRESS/ MAX EXIT ACCESS TRAVEL DISTANCE

MAX. COMMON PATH OF EGRESS TRAVEL DISTANCE (BC 1014.3)

MAX. EXIT ACCESS TRAVEL DISTANCE ALLOWED (WITH SPRINKLER) (BC TABLE 1016.1)

75'-0"

200'-0"

√

REV.#

52'-9" / 74'-3"

1ST FL.

45'-1"

√

2ND FL.

59'-11" / 83'-7"

√

CELLAR

52'-9" COMMON PATH

OCCUPANCY GROUP

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

ZONING DIAGRAM 1

83'-7" TO ENTRANCE ON 1ST FL

SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

X X

Z-001.00

CELLAR 1ST FLOOR

2ND FLOOR

PAGE No:

02 OF 2

10'

40'

15' 60'

10'-10"

Architectural, Interior Design, Zoning & Building Code Expertise 37-01 Main Street, Suite #308, Flushing, NY 11354 michaelkangra@yahoo.com 8'-8"

12'-8"

4" 30' 20'

20'

TYPE A 16'-4"

16'-4"

FL1 FLOOR AREA DIAGRAM

FL2 FLOOR AREA DIAGRAM

GROSS BUILDING AREA

GROSS RESIDENTIAL BUILDING AREA = 1700

FL2 FLOOR AREA DIAGRAM

GROSS BUILDING AREA

2 =5

GROSS RESIDENTIAL BUILDING AREA = 1500 DEDUCTIBLE AREA: 181.78 TOTAL

DEDUCTIBLE AREA: 10.10 TOTAL PLUMBING CHASE AREA: 10.10 TOTAL

1 = 2.44

2 = 2.44

PLUMBING CHASE AREA: 5.78 TOTAL

3 = 5.22

FLOOR OPENING AREA: 176 TOTAL

NET FLOOR AREA

PLUMBING CHASE AREA: 7.22 TOTAL

NET FLOOR AREA

RESIDENTIAL ZONING FLOOR AREA: 1500 - 10.10 = 1489.90

FLOOR OPENING AREA: 261.78 TOTAL

NET FLOOR AREA

40' 16'-4"

GROSS RESIDENTIAL BUILDING AREA = 1500

DEDUCTIBLE AREA: 269.00 TOTAL

PLUMBING CHASE AREA: 10 TOTAL

40' 16'-4"

FL1 FLOOR AREA DIAGRAM

GROSS RESIDENTIAL BUILDING AREA = 1700

DEDUCTIBLE AREA: 10 TOTAL

RESIDENTIAL ZONING FLOOR AREA: 1500 - 181.78 = 1318.22

NET FLOOR AREA

RESIDENTIAL ZONING FLOOR AREA: 1700 - 10 = 1690

RESIDENTIAL ZONING FLOOR AREA: 1700 - 269 = 1431

TYPE A FLOOR AREA SCHEDULE

TYPE B FLOOR AREA SCHEDULE

FLOOR

GROSS

CELLAR

1700.00

PLUMBING CHASE

FLOOR OPENING

DEDUCT

NET FLOOR AREA

FLOOR

GROSS

CELLAR

1500.00

PLUMBING CHASE

FLOOR OPENING

DEDUCT

NET FLOOR AREA

FL1

1700.00

1690.00

FL1

1500.00

10.1

1489.9

FL2

1700.00

7.22

261.78

269.00

1431.00

FL2

1500.00

5.78

176

181.78

1318.22

SUB TOTAL

5100.00

17.22

261.78

279.00

3121.00

SUB TOTAL

4500

15.88

176

191.88

2808.12

12'

8'-8"

FOOTHILL AVE (60' WIDE)

4" 8" 11'-8"

TYPE C

20'

KEY PLAN

14'

30'

TYPE C

30'

12'-4"

10'-4"

15'-8"

7'-4"

40'

50'

CLOVER HILL ST (50' WIDE)

15'

12'

50'

20'

TYPE D

3 STORY APARTMENTS BUILDING FLOOR AREA: 44187

TYPE D 16'-4"

16'-4"

REV.#

FL1 FLOOR AREA DIAGRAM

FL2 FLOOR AREA DIAGRAM

FL1 FLOOR AREA DIAGRAM

FL2 FLOOR AREA DIAGRAM

GROSS BUILDING AREA

GROSS RESIDENTIAL BUILDING AREA = 1500

DEDUCTIBLE AREA: 10.10 TOTAL

GROSS RESIDENTIAL BUILDING AREA = 1200

PLUMBING CHASE AREA: 9.89 TOTAL

PLUMBING CHASE AREA: 8.78 TOTAL

1 = 2.44

1 = 3.00

1 = 4.67

3 = 5.22

2 = 6.89

FLOOR OPENING AREA: 245.50 TOTAL

NET FLOOR AREA RESIDENTIAL ZONING FLOOR AREA: 1500 - 10.10 = 1489.90

PLUMBING CHASE AREA: 5.78 TOTAL

NET FLOOR AREA

RESIDENTIAL ZONING FLOOR AREA: 1200 - 8.78 = 1191.22

RESIDENTIAL ZONING FLOOR AREA: 1500 - 255.39 = 1244.61

TYPE C FLOOR AREA SCHEDULE

Queens NEW YORK

FLOOR OPENING AREA: 163.32 TOTAL

NET FLOOR AREA

DESCRIPTION

191-49 Foothill Ave

DEDUCTIBLE AREA: 169.1 TOTAL

2 = 4.11

DATE

PROJECT

GROSS RESIDENTIAL BUILDING AREA = 1200

DEDUCTIBLE AREA: 8.78 TOTAL

DEDUCTIBLE AREA: 255.39 TOTAL

PLUMBING CHASE AREA: 10.10 TOTAL

2 = 2.44

14'-8"

TYPE B

15'

TYPE B

15'

20'-8"

TYPE A

MICHAEL KANG, RA

12' 30'

42'-6"

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

15'

7'-6"

15'-8"

7'-4"

15'

1 =5

MICHAEL KANG ARCHITECT, PLLC.

15'

60'

ZONING DIAGRAM 2

RESIDENTIAL ZONING FLOOR AREA: 1200 - 169.1 = 1030.9

TYPE D FLOOR AREA SCHEDULE

FLOOR

GROSS

PLUMBING CHASE

CELLAR

1500.00

FL1

1500.00

10.1

FL2

1500.00

9.89

SUB TOTAL

4500

19.99

FLOOR OPENING

FLOOR

GROSS

CELLAR

1200.00

FL1

1200.00

8.78

1244.61

FL2

1200.00

5.78

2734.61

SUB TOTAL

3600

14.56

DEDUCT

NET FLOOR AREA

10.1

1489.9

245.5

255.39

245.5

265.49

PLUMBING CHASE

FLOOR OPENING

DEDUCT

NET FLOOR AREA

8.78

1191.22

163.32

169.1

1030.9

163.32

177.88

2222.12

SEAL & SIGNATURE

2 STORY COMMUNITY CENTER BUILDING FLOOR AREA: 6866

DATE: 11/08/2016 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

F:\HUB\MK Seal.jpg

Z-002 PAGE No:

03 OF 2

DE)

SALERNO AVE (60' WI

LOT 52 TOTAL

35'-441"

25'-11"

48'-11 3"

BUILDING 44187 SF TOTAL:

22'

16'-7 1" 4

24'-0 1" 2

57'-11 3"

42'-6"

2734 SF

70.00'

LOT 160 6075.14 60.89'

73.14'

LOT 61 6137.60 60.16' 107.72 '

60'

PROPOSED

20 SINGLE FAMILY 1 MULTI FAMILY

√

MINIMUM LOT AREA ZR SECTION

DISTRICT

R1-2

MINIMUM LOT WIDTH REMARKS

REQUIRED/ ALLOWED

PROPOSED

REQUIRED/ ALLOWED

PROPOSED

5,700 S.F.

225,757.50 S.F.

60 FT.

2564 FT.

√

ZR 25-00 ACCESSORY OFF-STREET PARKING AND LOADING REGULATIONS ZR SECTION ZR 25-22(a)

OFF-STREET PARKING SPACE WHERE INDIVIDUAL PARKING FACILITIES ARE PROVIDED

REQUIRED/ ALLOWED 20

WAIVED

PROPOSED 20

REMARKS

KEY PLAN OK

√

FOOTHILL AVE (60' WIDE)

8'-8"

8'-843"

REV.#

TYPE A2 3121 SF

12.00'

61.60' 185.00'

55.33' 121.87'

40'

TYPE A1 3121 SF

DATE

191-49 Foothill Ave

SEE Z-002 FOR FLOOR AREA BREAKDOWN

Queens NEW YORK

ZONING DIAGRAM 3

8.00'

SEAL & SIGNATURE

61.50'

DESCRIPTION

PROJECT

AREA OF WORK

42'-6"

40'

LOT 77 7246.42 117.83'

LOT 76 7257.76

20.00'

61.90'

7'-6"

21'-0"

42'-6"

42'-6" 3121 SF

112,878.75 / 2850 = 39.6

117.83'

116.56'

TYPE A3

MAXIMUM NUMBER OF DWELLING UNITS

ZR 23-30 LOT AREA AND LOT WIDTH REGULATIONS

ZR 23-32

35.81'

40'

3121 SF

ZR 23-22

48'-11 3"

' 19.2642.68'

LOT 75 7281.62

TYPE A1

104.94'

42'-6" 3121 SF

LOT 60 3628.56

CLOVER HILL RD (50' WIDE)

101.15'

TYPE A2

42'-6"

' .46

74.19'

30'

3121 SF

REQUIRED/ ALLOWED

80.04'

136.88' 8 CARS

FL1: 4759 SF MEZZ: 2107 SF BLDG TOTA L: 6866 SF

81 REGULAR PARKING 4 HANDICAP PARKING 13 CARS

EL.=141. 00 7'-6"

2 STORY CENTER COMMUNITY

12 CARS

132.11'

57'-11 1"

36'-6"

28.43'

9'-041"

36'-3"

27'-3 1"

4 CARS

CHIM.

6 CARS

26.80'

16'-3"

PLAYGROU

LOT 159 6087.67 60.89'

REMARKS

CLOVER HILL ST (50' WIDE)

112

9'-341"

1 '-0 2"

9 CARS

'-1

8 CARS

.86

23'-321"

9'-441"

TYPE A3

40'

STREET WIDENING EASEMENT

ZR 23-20 DENSITY REGULATIONS

50'

TYPE C2

MAX. FLOOR AREA RATIO / OPEN SPACE RATIO

ZR SECTION

CLOVER HILL PL (50' WIDE)

51'-11 1"

CLOVER HILL ST (50' WIDE)

CROSSING

7 CARS

4.5

3 STORY APARTM 14729 SF ENTS

31.83'

EXISTING FRONT YARD

MICHAEL KANG, RA

2221.12 SF

25.03'

40'

STREET WIDENING EASEMENT

GAREN

TYPE C1 81.86'

149.55'

0.75

EL.=130.90

EL.=130.00

TC.EL.=13

1 '-9 4" 9'-041" 13

CHIM.

LOT 158 5632.91

50'

2734 SF

7 CARS

66'-6"

7 CARS

85.83'

TC.EL.=13 0.38 BC.EL.=12 9.85

'-6 1 4"

LOT AREA: 94194.09

1'-8"

74.49'

9'-043"

2734.51 X 4 = 10938.04 SF

MAX. FAR FOR LOT IN R1-2 DISTRICT: 0.5 PERMITTED RESIDENTIAL FLOOR AREA = 225,757.50 SF X 0.5 = 112,878.75 SF PROPOSED RESIDENTIAL AREA = 110,714.28 SF < 112,878.75 SF ......OK PROPOSED RESIDENTIAL FAR = 110,714.28 / 225,757.50 = 0.49 < 0.5 .....OK

42.27'

22.00'

ZR 23-141

40'

76.01'

122'-9 3"

2808.12 SF

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

TYPE D

MIN. OPEN SPACE RATIO FOR LOT R1-2 DISTRICT = 150 MINIMUM RESIDENTIAL OPEN SPACE = 110,714.28 SF X 1.5 = 166,071.42 SF PROPOSED RESIDENTIAL OPEN SPACE = 225,757.50 - 1827.5 X 15 - 1507.5 X 4 - 1207.5 = 191,107.5 SF >166,071.42 SF......O.K PROPOSED RESIDENTIAL OPEN SPACE RATIO = 191,107.5 / 110,714.28 = 1.73 > 1.5......O.K.

198.61IDE) ' 60.93' 60.93'

80.47'

LOT 58 6529.35

36.63'

IVEWAY

LOT 157 6908.29

TYPE C1 LOT 59 5729.51 2734 SF

30'

ACCESS DR

80.47'

31.72'

34.55'

EX 64.8 YARISTING 6' FRO D N

E (50'

50'

30'

94.98'

102.00'

1 308.47'

38.15'

4 CARS

PAL

77.65'

30'

51.73'

15.30

50'

TYPE C1

ON AV

15.0

60.00' LOT 57 6120.00

DUNT

.50

60.00' LOT 156 6120.00

101.36'

127.96'

118.79'

5' 81.5

104

.47'

.89'

OS T (5 0' W IDE 227 ) ERM

LOT 56 104.00TY ' PE A3 6487.0 3121 SF 9

60.00' LOT 154 6120.00

191-49 FOOTHILL AVE, QUEENS BLOCK: 10509 LOT: 77 ZONING DISTRICT: R1-2 ZONING MAP: 15A CONSTRUCTION CLASS: VA 2-1/2 STORIES SINGLE FAMILY BUILDING

42'-6"

2734 SF

EXISTING FRONT YARD

ZONING CALCULATIONS

60.00'

60.00' LOT 54 6120.00

3121 X 14 = 43,694 SF

TYPE C

51,053 + 43,694 + 2808.12 + 10938.04 + 2221.01 = 110,714.28 SF

60.00'

55.15' LOT 152 6811.95

TYPE B

TOTAL FLOOR AREA

TYPE A

44187 + 6866 = 51053 SF

LOT 155 5097.54

.41

71.15'

SINGLE FAMILY DWELLING TOTAL FLOOR AREA

3 STORY APARTMENTS & 2 STORY COMMUNITY CENTER

31.18'

LOT 53 5992.90

LOT 55 7402.46

MULTI FAMILY DWELLING TOTAL FLOOR AREA

40'

109.62'

LOT 153 6852.13

67.96'

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

PROPOSED FLOOR AREA

35.87'

60.00'

176.72' 60.70'

19.46' 60.70'

MICHAEL KANG ARCHITECT, PLLC.

TOTAL LOT AREA (PER HAYNES LAND SURVEYORS) 225,757.50 SF

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK

FOOTHILL AVE (60' WIDE)

DWG No:

AREA OF WORK

SEE Z-002 FOR FLOOR AREA BREAKDOWN

Z-003.00 PAGE No:

04 OF 2

MICHAEL KANG ARCHITECT, PLLC.

SALERNO AVE (60' WID

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

MICHAEL KANG, RA 22'-4 5/8"

NTON AVE

DUNT

308'-5 5/8"

/4" 20'-

NTON AVE

12'

194-20 DUNTON AVE

8' 12'

11'-6 1/2"

194-16 DU

RMO ST

20'

39'-6"

12'

87-27 PALE

WIDE)

194-24 DUNTON AVE

12'

194-28 DUNTON AVE

12'

23'-6 5/8"

20'

RMO ST

8' 12'

20'

E (50'

8' 12'

87-23 PALE

30'

/4"

RMO ST

30'

10 1

87-19 PALE

20'

RMO ST

12'

39'-6"

87-15 PALE

RMO ST

ON AV

21'-0 1/

8'-2 7/8"

12'

20'

194-12 DU

39'-6"

87-11 PALE

34'-

1/4"

0 7/8

30'

33'-7

21'-2 7/

12'

32'

24'-

193-14 SA

LERNO AV

30'

20'

T (5

29'-

LERNO AV

NTON AVE 11'-6 1/8"

RMO ST

30'-6"

IDE ) 0' W

87-07 PALE

194-06 DU

8' 12'

193-08 SA

3 1/2

ERM PAL

12'

20'

21'-6 1/2"

/4"

47'-6 7/8"

38'-6"

35'-11 5/8"

28'-

12'

8'-9 1/2"

8' 12'

30'

193-19 CLOVER HILL RD 225'

20'

23'-10 5/8"

83'-3 1/8"

112'-5 1/2"

30'

30'-5 5/8"

193-13 CLOVER HILL RD

30'-5 5/8"

194-32 DUNTON AVE

CLOVER HILL RD (50' WIDE)

KEY PLAN

CLOVER HILL ST (50' WIDE)

CLOVER HILL PL (50' WIDE)

CLOVER HILL ST

31'-10 1/8"

ZR 23-40 YARD REGULATIONS ZR SECTION

REQUIRED/ ALLOWED

PROPOSED

ZR 23-45

FRONT YARDS FOR RESIDENTIAL

20 FT.

20 FT. MIN.

ZR 23-46

SIDE YARDS FOR RESIDENTIAL

20 FT.

20 FT. MIN.

ZR 23-47

REAR YARDS FOR RESIDENTIAL

30 FT.

30 FT. MIN.

REMARKS

√

20' TOTAL / 8' MIN.

√

FOOTHILL AVE (60' WIDE)

√

21'

12'

54'-3 7/8"

191-37 FOOTHILL AVE

9'-7 1/8"

191-43 FOOTHILL AVE

185'

12'

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave 9'-6"

191-49 FOOTHILL AVE

NOT PART OF ZONING LOT

21'

12'

9'-10 7/8"

21'

54'-3 7/8"

REV.#

Queens NEW YORK

ZONING DIAGRAM 4 SEAL & SIGNATURE

FOOTHILL AVE (60' WIDE)

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

Z-004.00 PAGE No:

05 OF 2

MICHAEL KANG ARCHITECT, PLLC.

NORTH

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

A201

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

1'-4"

FACE BRICK

24'-4"

12'

CL 13

13'

24'-8" 3D

FRONT PORCH 13'-4"

SOUTH A201

GAS METER 9'-6"

3'-7"

FOOTHILL AVE (60' WIDE)

ELEC METER

BASE PLANE LEVEL EL: 102.1'

WOOD DECK

REV.#

3'6" HT WOOD RAIL

STONE PAVER

15'-4"

21'

21' D

KEY PLAN

A204

WALL MOUNT AIR CONDITIONER

8'-5"

40'

DESCRIPTION

PROJECT

Queens NEW YORK

CELLER FLOOR PLAN 1ST FLOOR PLAN

1D CONCRETE WALKWAY

⅊

EL: 101.72'

DATE

191-49 Foothill Ave

6 R@ 6" 5 T@ 12"

CONCRETE DRIVEWAY

A206

3D 1A

8'-5"

CONCRETE PAD

FOYER 1ST FLOOR EL: 105.1'

CELLAR FLOOR PLAN 1/4" = 1'-0"

OPEN TO ABOVE

LIVING ROOM AREA: 318.78 LIGHT: 134.88 8

3'-7"

A205

⅊

A A203

CONDENSER

WATER METER

39'-8"

11 R@ 6" 10 T@ 12"

2X6 WOOD STUD 16 O.C.

MECHANICAL ROOM

10 T@ 11.4"

9' WALL MOUNT AIR CONDITIONER

7'-6"

A204

30'

DN 14 R@ 7.625"

WALL MOUNT AIR CONDITIONER LIBRARY/ STUDY AREA: 205.83 LIGHT: 71.1 VENT: 22

A202

18'-8" 5'-6 1/2"

EAST

CLOVER HILL ST (50' WIDE)

50 CFM

16'-2"

5'-10"

CELLAR EL: 96.1'

8'-6" 25'-3 1/2"

8'-11"

LAUNDRY ROOM

3'-10"

WASHING MACHINE

WALL MOUNT AIR CONDITIONER

A203

120 CFM

25'-2"

DRYER

4'-8"

WALL MOUNT AIR CONDITIONER

6'-4"

42'-6"

6'-8"

18'

18'-10"

20'

39'-6"

42'-2"

12'-8"

50 CFM

14 R@ 7.625" 10 T@ 11.4"

UP 3 T@ 18" MAX

4A CL 3

A202

WEST

A202

3'-6"

12'-8"

2X4 WOOD STUD 16 O.C. DINING ROOM/ KITCHEN AREA: 376.34 LIGHT: 107 VENT: 66.74

EAST

4'-3"

13'

9'-10"

A202

7'-3" 50 CFM

7'-9"

12'

WALL MOUNT AIR CONDITIONER 9

1'-7"

12'-8" GUEST BEDROOM AREA: 141.39 LIGHT: 58 VENT: 29

8'-4 1/2"

ACCESSRORY RECREATION SPACE

WALL MOUNT AIR CONDITIONER

WEST

15'-7"

17'-2"

6'-11 1/2"

WALL MOUNT AIR CONDITIONER

WOOD DECK

40'

4'-6"

1'-7"

2'-9"

BACK PORCH 1'

1'-4"

37'

6 R@ 6" 5 T@ 12"

NORTH A201

MICHAEL KANG, RA

3'6" HT WOOD RAIL

EL: 101.72'

SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

SOUTH

A205

A206

A201

1ST FLOOR PLAN 1/4" = 1'-0"

A-101.00 PAGE No:

06 OF 2

MICHAEL KANG ARCHITECT, PLLC. 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

MICHAEL KANG, RA

SLOPED ROOF

BALCONY 1'-9"

1'-7"

5'-2"

BALCONY 1B

2'-3"

13'-10"

12'-8"

5 10'-10"

10 4

11 R@ 6" 10 T@ 12"

GUTTER

A203

A203 KEY PLAN

25'-8"

GUTTER

FAMILY ROOM BEDROOM AREA: 181.56 LIGHT: 71.1 VENT: 22

12'-8"

1'-7"

OPEN TO BELOW

16'-8"

CLOVER HILL ST (50' WIDE)

WALL MOUNT AIR CONDITIONER

13'-10"

A202

DOWNSPOUT

5'-10"

EAST

A202

3'6" HT WOOD RAIL

WEST

A202

20'-8"

3'-10"

3 12'-8" CL

EAST

3'-11"

DROP LADDER TO ATTIC

WALL MOUNT AIR CONDITIONER MASTER BEDROOM AREA: 250.08 LIGHT: 135.32 VENT: 62.5

4'-3"

DOWNSPOUT

50 CFM

1A 10

DOWNSPOUT

8'-8"

8'-10"

17'-6"

15'-8"

7'-3"

WALL MOUNT AIR CONDITIONER BEDROOM AREA: 204.78 LIGHT: 135.32 VENT: 62.5

GUTTER

50 CFM

WEST

A201

1'-5"

42'-6"

4'-8"

NORTH

A201

A202

NORTH

1'-7"

RD 1'-5"

A204

A204 FOOTHILL AVE (60' WIDE)

12'-4" 3C

3C 2 2A

3'-7"

8'-7"

8'-3"

DOWNSPOUT

3'-7"

DOWNSPOUT GUTTER

BALCONY

2ND FLOOR PLAN 1/4" = 1'-0"

REV.#

RD WOOD DECK

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

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

2ND FLOOR PLAN ROOF PLAN C

SOUTH

A205

A206

A201

A205

A206

A201

SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

A-102.00 PAGE No:

07 OF 2

BASE PLANE LEVEL EL: 102.1'

54'3 7/8"

1ST FLOOR EL: 105.1' 21' BASE PLANE LEVEL EL: 102.1'

RIDGE EL: 137.1'

12'-7 7/8"

⅊

35'

⅊ 35'

12'-7 7/8"

FOOTHILL AVE (60' WIDE)

⅊ 2ND FLOOR EL: 116.1'

11'

KEY PLAN

CLOVER HILL ST (50' WIDE)

25'

VENTILATOR

2ND FLOOR CL EL: 128.9'

2ND FLOOR EL: 116.1'

9'-6"

CHIMNEY CAP

8'-4 1/8"

/4"

1'-

8'-4 1/8"

RIDGE EL: 137.1'

2ND FLOOR CL EL: 128.9'

⅊

EAST ELEVATION 3/16" = 1'-0"

CELLAR EL: 96.1'

12'

PIT

11'

25'

1ST FLOOR EL: 105.1'

SOUTH ELEVATION 3/16" = 1'-0"

VENTILATOR

⅊ 2ND FLOOR EL: 116.1'

2ND FLOOR EL: 116.1'

9'-6"

MICHAEL KANG, RA

CHIMNEY CAP

12'-7 7/8"

⅊

35'

12'-7 7/8"

35'

⅊

12'

3/4

2ND FLOOR CL EL: 128.9'

⅊

2'-7

25'

3' VENTILATOR

8'-4 1/8"

RIDGE EL: 137.1'

RIDGE EL: 137.1' 8'-4 1/8"

/4"

1'-

54'3 7/8"

NORTH ELEVATION 3/16" = 1'-0"

CELLAR EL: 96.1'

BASE PLANE LEVEL EL: 102.1'

CELLAR EL: 96.1'

21' 6"

BASE PLANE LEVEL EL: 102.1'

1ST FLOOR EL: 105.1'

REV.#

WEST ELEVATION 3/16" = 1'-0"

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

ELEVATION SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

A-201.00 PAGE No:

08 OF 2

RIDGE EL: 137.1'

5/8" GYP. BOARD TYPE X

17'-2"1HR FIRE RATED

54'3 7/8"

5/8" GYP. BOARD TYPE X 1HR FIRE RATED

9'-6"

8'-4 1/8" 35' 8'-4 1/8"

2X10 WOOD JOIST 16" O.C. 5/8" GYP. BOARD TYPE X 1HR FIRE RATED

LIVING ROOM

KITCHEN

12'-7 7/8"

25'-8"

12'-7" FOYER

1ST FLOOR 21' EL: 105.1'

BASE PLANE LEVEL EL: 102.1'

5/8" GYP. BOARD TYPE X 1HR FIRE RATED

ACCESSRORY RECREATION SPACE

39'-6"

BASE PLANE LEVEL EL: 102.1'

MECHANICAL ROOM

8'-1"

5/8" GYP. BOARD TYPE X 1HR FIRE RATED

2X10 WOOD JOIST 16" O.C.

ACCESSRORY RECREATION SPACE

8'-1"

30'-8"

1ST FLOOR EL: 105.1'

CELLAR EL: 96.1'

⅊

2ND FLOOR EL: 116.1'

13' LIVING ROOM

FOOTHILL AVE (60' WIDE)

35'

18'-3 1/2"

11'-2 7/8"

FAMILY ROOM

24'-4"

11'

10'-1"

LIBRARY / STUDY

8'-10"

BATH

11'

2ND FLOOR EL: 116.1'

2X10 WOOD JOIST 16" O.C.

11'-2 7/8"

⅊

12'-9 1/2"

⅊

10'-1"

25'

12'-1"

RAILING

3'-6"

12'-8"

12'-7 7/8"

FAMILY ROOM

BEDROOM

BATH

5/8" GYP. BOARD TYPE X 1HR FIRE RATED

KEY PLAN

2ND FLOOR CL EL: 128.9'

2X10 CEILING JOIST 16" O.C.

2ND FLOOR CL EL: 128.9'

5/8" GYP. BOARD TYPE X 1HR FIRE RATED

3'-6"

11'-8 7/8"

2X10 WOOD JOIST 16" O.C.

ATTIC

25'

2X10 CEILING JOIST 16" O.C.

35'

ATTIC

EL: 137.1' 2X8 DORMER RAFTER 16"O.C.

2X8 RAFTER 16" O.C.

11'-8 7/8"

SHINGLE

RIDGE

SHINGLE

CLOVER HILL ST (50' WIDE)

8'-4 1/8"

2X8 DORMER RAFTER 16" O.C. 2X8 RAFTER 16" O.C.

6'-4"

CELLAR EL: 96.1'

VENTILATOR COLLAR BEAM

RIDGE EL: 137.1'

2X8 DORMER HEADER

REV.#

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

SECTION SEAL & SIGNATURE

CROSS SECTION D 3/16" = 1'-0" CROSS SECTION B 3/16" = 1'-0"

BASE PLANE LEVEL EL: 102.1'

CROSS SECTION C 3/16" = 1'-0"

CHIMNEY CAP

12'

ACCESSRORY RECREATION SPACE

1ST FLOOR EL: 105.1'

18'-8"

CROSS SECTION A 3/16" = 1'-0"

⅊

11' 21'

14 R@ 7.625"

2X10 WOOD JOIST 16" O.C.

CELLAR EL: 96.1'

15'-10"

9'-10"

BASE PLANE LEVEL EL: 102.1'

STUDY

8'-1"

LAUNDRY ROOM

RECREATION 30'-8" SPACE

3 T@ 18" MAX

22 R@ 6"

BATHROOM

8'-1"

5/8" GYP. BOARD TYPE X ACCESSRORY1HR FIRE RATED

⅊

7'-4"

8'-1"

2X10 WOOD JOIST 16" O.C.

MICHAEL KANG, RA

2ND FLOOR EL: 116.1'

11'

10'-1"

GUEST BEDROOM

9'-6"

15'-10"

25'

11'

54'3 7/8" 1ST FLOOR EL: 105.1'

10 T@ 11.4"

9'-6"

BEDROOM

9'-7"

3'-5" 10'-1"

11'

BEDROOM

17'-8"

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

2ND FLOOR CL EL: 128.9'

2X10 CEILING JOIST 16" O.C.

2X10 FLOOR JOIST 16" O.C.

FIRE BRICK FOR FIRE PLACE

10 T@ 12"

14 R@ 7.625"

⅊

2ND FLOOR EL: 116.1'

10'

22 R@ 6"

6'-4"

⅊

25'

TYPICAL WOOD STAIR

11'-8 7/8"

RAILING

12'

22'-8 7/8"

13'

12'-7 7/8"

11'-8 7/8"

⅊

ATTIC

12'-7 7/8"

2ND FLOOR CL EL: 128.9'

2X10 WOOD JOIST 16" O.C. 5/8" GYP. BOARD TYPE X 1HR FIRE RATED

2X8 RAFTER 16" O.C.

DROP LADDER TO ATTIC

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

ATTIC

2X10 CEILING JOIST 16" O.C.

35'

5'-6"

2X8 RAFTER 16" O.C.

MICHAEL KANG ARCHITECT, PLLC.

RIDGE EL: 137.1'

VENTILATOR COLLAR BEAM

8'-4 1/8"

SHINGLE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

A-202.00 PAGE No:

09 OF 2

WINDOW SCHEDULE AIR LEAKAGE

FINISH 0.20

0.2

3'-4"

7'-6"

0.25

0.20

0.2

5'-7"

0.25

0.20

0.2

2'-4"

7'-4"

0.25

0.20

0.2

3'-7"

1'-1"

0.26

0.19

0.2

6'-1"

0.25

0.20

0.2

4'-10"

17'

0.26

0.20

0.2

0.26

0.20

0.2

0.26

0.20

0.2

0.26

0.20

0.2

0.25

0.20

0.2

0.25

0.20

0.2

0.25

0.20

0.2

0.25

0.20

0.2

17' 17'

10'

4'-8"

2'-7"

6'-4"

3'-2"

7'-11"

2'-8"

7'-10"

2'-6"

4'-8"

DOUBLE PANE / VINYL FRAME LOW-E COATING / SMARTSON / HEATLOCK

3'-4"

PAINT

3'-4"

2'-4"

3'-4"

2'-4"

2'-8"

10'

4'-10"

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

2'-8"

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

MICHAEL KANG, RA

10' 3'-2" 3'

3'-7"

7'-4"

7'-6"

6'-7"

RESIDENTIAL DOUBLE HUNG WINDOWS

5'-7"

3'-4"

RESIDENTIAL BAY WINDOW

4'-10"

MICHAEL KANG ARCHITECT, PLLC.

2'-7"

3'-2"

2'-8"

OPAQUE

6'-1"

4'-10" 4'-10"

RESIDENTIAL AWNING & DOUBLE HUNG WINDOWS

2'-7"

4'-10"

7'-11"

DOUBLE PANE / LOW-E COATING FIBERGLASS / SMARTSON / FRAME HEATLOCK

2B 2C

PAINT

1'-1"

DOUBLE PANE / VINYL FRAME LOW-E COATING / SMARTSON / HEATLOCK

7'-10"

0.25

7'-10"

6'-7"

6'-4"

3'-4"

6'-4"

2'-8"

2'-7"

2'-6"

4'-8"

MATERIAL

SHGC

4'-8"

GLAZING

U-FACTOR

19'-3"

HEIGHT

WIDTH

REMARK

19'-3"

WINDOW NO.

FRAME

19'-3"

DIMENSIONS

DOOR SCHEDULE DOOR NO.

ROOM NAME

DOOR PANEL

FRAME

SADDLE MAT

REMARK

U-FACTOR

SHGC

AIR LEAKAGE

DIMENSIONS

ENTRANCE

STEEL

N/A

EXIT

GLASS / ALUMINUM

0.29

0.16

0.2

BALCONY DOOR1

GLASS / ALUMINUM

0.29

0.16

0.2

GLASS / ALUMINUM

0.29

0.16

0.2

STEEL

N/A

STEEL

N/A

STEEL

N/A

BIFOLDING DOOR3

BIFOLDING DOOR5

BIFOLDING DOOR6

UTILITY DOOR

SPRINKLER RISER CLOSET

BIFOLDING DOOR

SOLID WOOD

BIFOLDING DOOR4

BIFOLDING DOOR

SOLID WOOD

BIFOLDING DOOR

SOLID WOOD

BIFOLDING DOOR

SOLID WOOD

BIFOLDING DOOR

SOLID WOOD

KEY PLAN

FOOTHILL AVE (60' WIDE)

3'-2" 3'

TRANSOM FLOOR

3'-8"

2'-2"

4 2"

1ST FL.

2" 3'

2" 1' 2"

6' 2"

CELLAR

7'-11"

FINISH SCHEDULE (all finishes, materials & color to be determined by owner)

3' TRANSOM

TRANSOM

2ND FL.

CEILING

MATERIAL

BASE

MATERIAL

FINISH

MATERIAL

FINISH

HEIGHT

ACCESSORY USE

C.T.

GYP.

PTD.

GYP.

PTD.

8'-1"

MECHANICAL ROOM

CONC.

GYP.

PTD.

GYP.

PTD.

8'-1"

LAUNDRY

C.T.

GYP.

PTD.

GYP.

PTD.

8'-1"

FOYER

GYP.

PTD.

GYP.

PTD.

10'-1"

LIVING ROOM

GYP.

PTD.

GYP.

PTD.

10'-1"

DINING ROOM

GYP.

PTD.

GYP.

PTD.

10'-1"

KITCHEN

GYP.

PTD.

10'-1"

GUEST BEDROOM

GYP.

PTD.

GYP.

PTD.

10'-1"

REMARKS

REV.#

Queens NEW YORK

BATHROOM

C.T./GR

GYP.

PTD.

9'-7"

GYP.

PTD.

GYP.

PTD.

10'-1"

FAMILY ROOM

GYP.

PTD.

GYP.

PTD.

MAX 18'-3 1/2"

BEDROOM

GYP.

PTD.

GYP.

PTD.

11'-8 7/8"

GYP.

PTD.

GYP.

PTD.

11'-8 7/8"

WALK-IN CLOSET

GYP.

PTD.

GYP.

PTD.

11'-8 7/8"

3'-2" 2"

11'-4" 2"

4'-8"

3'-8"

2'-6"

FIRE RATED LOUVERS

BATHROOM

C.T./GR

GYP.

PTD.

11'-2 7/8"

ATTIC

GYP.

PTD.

ATTIC STORAGE

ABBRERIATIONS CONC. CONCRETE C.T. CERAMIC TILE

GR GYP. MA

GRANITE GYPSUM BOARD MARBLE

PTD.

P.T. PTD. T.B.D.

PORCELAIN TILE PAINTED TO BE DETERMINED

WINDOW, DOOR & FINISH SCHEDULE PARTITION TYPES SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

MAX. 5'-9"

DESCRIPTION

191-49 Foothill Ave

LIBRARY / STUDY

MASTER BEDROOM

DATE

PROJECT

WALL

FLOOR

ROOM NAME

BIFOLDING DOOR2

BIFOLDING DOOR

SOLID WOOD

STEEL

BIFOLDING DOOR1

INTERIOR DOOR2

INTERIOR DOOR1

BALCONY DOOR2

CLOVER HILL ST (50' WIDE)

WOOD

A-301.00 PAGE No:

10 OF 2

BATT INSULATION R-VALUE = 30

MICHAEL KANG ARCHITECT, PLLC.

12'-7 7/8"

2X8 RAFTER R30 FIBERGLASS BATT INSULATION 1/2" PLYWOOD BOARD WATERPROOF MEMBRANE 2ND FLOOR CL EL: 128.9' ROOF SHINGLE 2X6 BLOCKING 2X6 SILL PLATE 2X10 CEILING JOIST DRIP EDGE 5/8" GYP. BOARD GUTTER TYPE X FASCIA SOFFIT VENT

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

MICHAEL KANG, RA

BATT INSULATION R-VALUE = 21

5/8" GYP. BOARD TYPE X 2X6 WOOD SILL PLATE

FINISH FLOOR 3/4" PLYWOOD SUBFLOOR

2ND FLOOR EL: 116.1'

2X10 FLOOR JOIST 16"O.C. 5/8" GYP. BOARD TYPE X

2X10 BAND JOIST 2X6 WOOD SILL PLATE 2X6 WOOD STUD 16" O.C. 5 1/2" R21 FIBERGLASS BATT INSULATION 1/2" SHEATHING 2" R13 RIGID INSULATION

11'

RIGID INSULATION WATERPROOF MEMBRANE R-VALUE = 13

1/2" AIR GAP

5/8" GYP. BOARD

BATT INSULATION TYPE X R-VALUE = 153 1/2" R15 FIBERGLASS BATT INSULATION METAL STUD

EXTERIOR WALL TYPE

EN-101

FOUNDATION TYPE

EN-101

BASEMENT/ CELLAR WALL TYPE

EN-101

WINDOWS TYPE

A-301

DOORS TYPE

A-301

PROGRESS INSPECTIONS

EN-104

12" FOUNDATION WALL REV.#

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave

PERFORATED DRAINAGE PIPE CELLAR EL: 96.1'

Queens NEW YORK

ENVELOPE ENERGY ANALYSIS & WALL DETAIL

GRAVEL DRAINAGE PAD CAULKING

FOOTHILL AVE (60' WIDE)

BASE PLANE LEVEL EL: 102.1' STONE PANEL

WATERPROOF MEMBRANE

5/8" GYP. BOARD TYPE X FINISH FLOOR 3/4" PLYWOOD SUBFLOOR WATERPROOF MEMBRANE

KEY PLAN

2X10 FLOOR JOIST 16"O.C.

EN-101

FINISH FLOOR 3/4" PLYWOOD SUBFLOOR

FACE BRICK 2X6 WOOD SILL PLATE 2X10 BAND JOIST FLASHING 1ST FLOOR EL: 105.1' 2X8 WOOD SILL PLATE

ROOF TYPE

CLOVER HILL ST (50' WIDE)

5/8" GYP. BOARD TYPE X

SUPPORTING DOCUMENTATION REFERENCE:

WATER STOP

FOOTING

SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IS IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER R4 - RESIDENTIAL ENERGY EFFICIENCY

EN-101.00 PAGE No:

11 OF 2

RIDGE EL: 137.1'

2X8 RAFTER SIDING WATERPROOF MEMBRANE 1/2" SHEATHING R30 FIBERGLASS BATTINSULATION 2X8 RAFTER DRIP EDGE GUTTER

SIDING WATERPROOF MEMBRANE 1/2" SHEATHING R30 FIBERGLASS BATTINSULATION 2X8 RAFTER DRIP EDGE GUTTER

PRECAST CONCRETE

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

8'-4 1/8"

ROOF TILE WATERPROOF MEMBRANE 1/2" PLYWOOD BOARD

2X6 WOOD STUD

SEE STRUCTURE PLAN FOR DETAIL

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

MICHAEL KANG, RA

2ND FLOOR CL EL: 128.9'

2X10 CEILING JOIST

5/8" GYP. BOARD TYPE X

FLASHING

CONCRETE LINTEL

2X10 FLOOR JOIST 2X6 BAND JOIST 5/8" GYP. BOARD TYPE X

2X10 FLOOR JOIST 5/8" GYP. BOARD TYPE X R30 FIBERGLASS BATTI NSULATION

WATERPROOF MEMBRANE 1/2" AIR GAP FACE BRICK FLASHING 2X10 BAND JOIST

2X6 SILL PLATE 2X6 WOOD STUD 5 1/2" R21 FIBERGLASS BATT INSULATION 1/2" SHEATHING 2" R13 RIGID INSULATION FINISH FLOOR 3/4" PLYWOOD

VAPOR BARRIER 1/2" AIR GAP FACE BRICK 2X6 SILL PLATE FLASHING 2X10 BAND JOIST

2X6 SILL PLATE 2X6 WOOD STUD 16"O.C. 5 1/2" R21 FIBERGLASS BATT INSULATION 1/2" SHEATHING 2" R13 RIGID INSULATION FNISH FLOOR 3/4" PLYWOOD

STONE PANEL 12" FOUNDATION WALL WATERPROOF MEMBRANE

PERFORATED DRAINAGE PIPE GRAVEL DRAINAGE PAD FOOTING

METAL STUD

3 1/2" R15 FIBERGLASS BATT INSULATION 12" FOUNDATION WALL

WATERPROOF MEMBRANE 5/8" GYP. BOARD TYPE X FINISH FLOOR 3/4" PLYWOOD PERFORATED SUBFLOOR DRAINAGE PIPE WATERPROOF MEMBRANE

CAULKING WATER STOP

GRAVEL DRAINAGE PAD FOOTING

METAL STUD 5/8" GYP. BOARD TYPE X FINISH FLOOR 3/4" PLYWOOD SUBFLOOR WATERPROOF MEMBRANE

FINISH FLOOR 3/4" PLYWOOD SUBFLOOR

FLASHING 2X6 SILL PLATE 2X10 BAND JOIST 2X8 PRESSURE BLOCK

R30 FIBERGLASS BATTI NSULATION

3 1/2" R15 FIBERGLASS BATT INSULATION

METAL STUD 5/8" GYP. BOARD TYPE X FINISH FLOOR 3/4" PLYWOOD SUBFLOOR WATERPROOF MEMBRANE

3/4" PLYWOOD 2X8 PORCH JOIST 16"O.C. 2X8 LEDGER BOARD 2X4 SILL PLATE 2X8 SILL PLATE

2X8 PRESSURE BLOCK STONE PORCH TILE 2X8 BAND JOIST 2X4 STAIR BOARD 4X4 POST

CAULKING

1ST FLOOR EL: 105.1'

WOOD STRINGER STONE STAIR LANDING

BASE PLANE LEVEL EL: 102.1'

REV.#

DATE

DESCRIPTION

PROJECT

12" FOUNDATION WALL

WATERPROOF MEMBRANE

FOOTING

WATER STOP PERFORATED DRAINAGE PIPE

FOOTING

191-49 Foothill Ave

12" FOUNDATION WALL

GRAVEL DRAINAGE PAD CAULKING WATER STOP

KEY PLAN

FOOTHILL AVE (60' WIDE)

2X10 FLOOR JOIST 2X10 FLOOR JOIST 16"O.C. 5/8" GYP. BOARD 5/8" GYP. BOARD TYPE X TYPE X

3 1/2" R15 FIBERGLASS BATT INSULATION

2ND FLOOR EL: 116.1'

2X6 WOOD STUD 16"O.C. 5 1/2" R21 FIBERGLASS BATT INSULATION 1/2" SHEATHING 2" R13 RIGID INSULATION WATERPROOF MEMBRANE 1/2" AIR GAP FACE BRICK

2X6 SILL PLATE 2X10 FLOOR JOIST

ROOF DRAINAGE 2X8 BAND JOIST PRECAST CONCRETE

CLOVER HILL ST (50' WIDE)

2X6" WOOD BLOCK DRAINAGE PIPE 2X6 SILL PLATE

WATERPROOF MEMBRANE 3/4" PLYWOOD

11'

FNISH FLOOR 3/4" PLYWOOD

2X10 BAND JOIST 2X6 SILL PLATE

2X6 SILL PLATE FINISH FLOOR 3/4" PLYWOOD SUBFLOOR

Queens NEW YORK

2X6 SILL PLATE 5/8" GYP. BOARD TYPE X

35'

12'-7 7/8"

2X6 HEADER

CELLAR EL: 96.1'

ENERGY ANALYSIS WALL DETAILS SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

EN-102.00 PAGE No:

12 OF 2

R VALUE = 30

0 =3

UE AL

=3 UE AL

R VALUE = 30

ALU

R VALUE = 30

ALU

MICHAEL KANG ARCHITECT, PLLC.

INTERIOR R VALUE = 21 EXTERIOR R VALUE = 13

UE INTERIOR R VALUE = 21

EXTERIOR R VALUE = 13

R VALUE = 30

ALU

INTERIOR R VALUE = 21

R VALUE = 30

INTERIOR R VALUE = 21

EXTERIOR R VALUE = 13

INTERIOR R VALUE = 21

EXTERIOR R VALUE = 13

INTERIOR R VALUE = 21 EXTERIOR R VALUE = 13

INTERIOR R VALUE = 21

EXTERIOR R VALUE = 13

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

INTERIOR R VALUE = 21 INTERIOR R VALUE = 21

INTERIOR R VALUE = 21

GRADE LINE EXTERIOR R VALUE = 0

INTERIOR R VALUE = 15

EXTERIOR R VALUE = 0

INTERIOR R VALUE = 15

EXTERIOR R VALUE = 0

THERMAL ENVELOPE EAST WALL (LEFT) VENTILATION GRILLE 3.38 S.F.

9'-

/4"

INTERIOR R VALUE = 21

MICHAEL KANG, RA

GRADE LINE INTERIOR R VALUE = 15

EXTERIOR R VALUE = 0

INTERIOR R VALUE = 15

EXTERIOR R VALUE = 0

THERMAL ENVELOPE SOUTH WALL(FRONT) (FOOTHILL AVE)

INTERIOR R VALUE = 15

EXTERIOR R VALUE = 0

THERMAL ENVELOPE NORTH WALL(REAR)

1'-11 1/4"

/4"

1'-11 1/4"

12'-4"

INTERIOR R VALUE = 15

THERMAL ENVELOPE WEST WALL (RIGHT)

9'-

INTERIOR R VALUE = 21

GRADE LINE

GRADE LINE INTERIOR R VALUE = 15

INTERIOR R VALUE = 21

40'

12'-4"

WOOD FRAME/ BRICK 879.94 S.F.

WOOD FRAME/ BRICK 951.32 S.F. 3C

22'

10'

20'

10"

15'-4"

REAR DECK SOLID CONCRETE/ STONE PANEL BASEMENT WALL 119.00 S.F.

10"

SOLID CONCRETE/ STONE PANEL BASEMENT WALL 119.00 S.F.

ENTRANCE DECK

SOLID CONCRETE BASEMENT WALL (MORE THAN 50% OF WALL HEIGHT BELOW GRADE) 238.00 S.F.

3A 1B

10'

TOTAL AREA OF BALCONY & DECK = 66.39 S.F.

22'

BAL.3

BAL.2

TOTAL AREA OF BALCONY & DECK = 25.56 S.F.

15'-4"

ROOF

10"

22'

10"

BAL.1

10"

SOLID CONCRETE BASEMENT WALL (MORE THAN 50% OF WALL HEIGHT BELOW GRADE) 238.00 S.F.

39'-8"

SOUTH WALL(FRONT) (FOOTHILL AVE)

CLOVER HILL ST (50' WIDE)

39'-8"

KEY PLAN

NORTH WALL(REAR) 40'

VENTILATION GRILLE 7.04 S.F.

FOOTHILL AVE (60' WIDE)

22'

WOOD FRAME / SIDING 202.09 S.F.

1/2

REV.#

WOOD FRAME/ BRICK 935.00 S.F.

ROOF AREA = 2,649.00 S.F.

WOOD FRAME/ BRICK 935.00 S.F.

DESCRIPTION

PROJECT 1A

191-49 Foothill Ave

Queens NEW YORK SOLID CONCRETE/ STONE PANEL BASEMENT WALL 126.50 S.F.

SOLID CONCRETE BASEMENT WALL (MORE THAN 50% OF WALL HEIGHT BELOW GRADE) 253.00 S.F.

42'-2"

EAST WALL(LEFT)

SOLID CONCRETE BASEMENT WALL (MORE THAN 50% OF WALL HEIGHT BELOW GRADE) 253.00 S.F.

ENVELOPE ENERGY ANALYSIS

SOLID CONCRETE/ STONE PANEL BASEMENT WALL 126.50 S.F.

DATE

42'-6"

4 7/8"

22'-

22'

1/2

4 7/8"

WOOD FRAME / SIDING 202.09 S.F.

/2"

22'

4 7/8"

22'-

4 7/8"

22'-

/2"

SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

42'-2"

WEST WALL(RIGHT) TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IS IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER R4 - RESIDENTIAL ENERGY EFFICIENCY

EN-103.00 PAGE No:

13 OF 2

TABLE I - PROGRESS INSPECTIONS FOR ENERGY CODE COMPLIANCE RESIDENTIAL BUILDINGS (1 RCNY ยง5000-01 CHAPTER 5000 NYCECC) INSPECTION/ TEST

IA IA1

FREQUENCY (MINIMUM)

REFERRENCE STANDARD (SEE ECC CHAPTER 6) OR OTHER CRITERIA

ECC OR OTHER CRITATION

ENVELOPE INSPECTIONS PROTECTION OF EXPOSED FOUNDATION INSULATION: INSULATION SHALL BE VISUALLY INSPECTED TO VERIFY PROPER PROTECTION WHERE APPLIED TO THE EXTERIOR OF BASEMENT OR CELLAR WALLS, CRAWL-SPACE WALLS AND/OR THE PERIMETER OF SLAB-ON-GRADE FLOORS.

IA2

INSULATION PLACEMENT AND R-VALUES: AS REQUIRED TO VERIFY INSTALLED INSULATION FOR EACH COMPONENT CONTINUOUS ENCLOSURE OF THE CONDITIONED SPACE ENVELOPE AND WHILE WALLS, CEILINGS AT JUNCTIONS BETWEEN COMPONENTS SHALL AND FLOORS ARE OPEN BE VISUALLY INSPECTED TO ENSURE THAT THE R-VALUES ARE MARKED, THAT SUCH R-VALUES CONFORM TO THE R-VALUES IDENTIFIED IN THE CONSTRUCTION DOCUMENTS AND THAT THE INSULATION IS PROPERLY INSTALLED. CERTIFICATIONS FOR UNMARKED INSULATION SHALL BE SIMILARLY VISUALLY INSPECTED.

IA3

FENESTRATION U-FACTOR AND PRODUCT RATINGS: U-FACTORS OF INSTALLED FENESTRATION SHALL BE VERIFIED BY VISUAL INSPECTION FOR CONFORMANCE WITH THE U-FACTORS IDENTIFIED IN THE CONSTRUCTION DRAWINGS, EITHER BY VERIFYING THE MANUFACTURER'S NFRC LABELS OR, WHERE NOT LABELED, USING THE RATINGS IN ECC TABLES 303.1.3(1) AND (2).

IA4

APPROVED CONSTRUCTION DOCUMENTS

ELECTRICAL ENERGY CONSUMPTION: THE PRESENCE AND OPERATION OF INDIVIDUAL METERS OR OTHER MEANS OF MONITORING INDIVIDUAL DWELLING UNITS SHALL BE VERIFIED BY VISUAL INSPECTION FOR ALL DWELLING UNITS

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

INTERIOR LIGHTING POWER: LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE VISUALLY INSPECTED TO VERIFY COMPLIANCE WITH HIGH-EFFICACY REQUIREMENTS.

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

IC2

303.2.1

APPROVED CONSTRUCTION DOCUMENTS

303.1, 303.1.1, 303.1.2, 402.1, 402.2, 402.2.2, TABLE 402.4.2

AS REQUIRED DURING INSTALLATION

APPROVED CONSTRUCTION DRAWINGS; NFRC 100

303.1, 303.1.3, 402.1, 402.3, 402.6

FENESTRATION AIR LEAKAGE: WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS, EXCEPT SITE-BUILT WINDOWS, SKYLIGHTS AND DOORS, SHALL BE VISUALLY INSPECTED TO VERIFY THAT INSTALLED ASSEMBLIES ARE LISTED AND LABELED TO THE REFERENCE STANDARD.

AS REQUIRED DURING INSTALLATION

NFRC 400, AAMA/WDMA/CSA 101/ I.S.2/A400

402.4.4

IA5

FENESTRATION AREAS: DIMENSIONS OF WINDOWS, DOORS AND SKYLIGHTS SHALL BE VERIFIED BY VISUAL INSPECTION.

PRIOR TO FINAL CONSTRUCTION INSPECTION

APPROVED CONSTUCTION DOCUMENTS

402.3

IA6

AIR SEALING AND INSULATION - VISUAL INSPECTION: OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE, INCLUDING SITE-BUILT FENESTRATION AND DOORS, SHALL BE VISUALLY INSPECTED TO VERIFY THAT THEY ARE PROPERLY SEALED, IN ACCORDANCE WITH TABLE 402.4.2.

AS REQUIRED DURING ENVELOPE CONSTRUCTION

APPROVED CONSTRUCTION DOCUMENTS; ASTM E283; ASTM E84; RCNYS

402.4.1, 402.4.2.2, 402.4.3

IA7

AIR SEALING AND INSULATION - TESTING: PRIOR TO FINAL TESTING SHALL BE PERFORMED IN CONSTRUCTION ACCORDANCE WITH SECTION ECC 402.4.2.1 AND INSPECTION SHALL BE ACCEPTED IF THE BUILDING MEETS THE REQUIREMENTS DETAILED IN SUCH SECTION. TEST RESULTS SHALL BE RETAINED IN ACCORDANCE WITH THE PROVISIONS OF TITLE 28.

ASHRAE/ASTM E779; ANSI Z65; APPROVED CONSTRUCTION DOCUMENTS

402.4.2.1

MECHANICAL AND PLUMBING INSPECTIONS FIREPLACE: PROVISION OF COMBUSTION AIR AND TIGHT-FITTING FIREPLACE DOORS SHALL BE VERIFIED BY VISUAL INSPECTION

PRIOR TO FINAL CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS; ANSI Z21.60(SEE ALSO MC 904), ANSI Z21.50

303.1.5; BC 21111; MC CHAPTERS 7, 8, 9; FGC CHAPTER 6

IB2

SHUTOFF DAMPERS: NOT LESS THAN 20% OF INSTALLED AUTOMATIC OR GRAVITY DAMPERS, AND A MINIMUM OF ONE OF EACH TYPE, SHALL BE VISUALLY INSPECTED AND PHYSICALLY TESTED FOR PROPER OPERATION.

PRIOR TO FINAL CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

403.5, 403.7, C403

IB3

HVAC AND SERVICE WATER HEATING EQUIPMENT: HEATING AND COOLING EQUIPMENT SHALL BE VERIFIED BY VISUAL INSPECTION FOR PROPER SIZING. POOL HEATERS AND COVERS SHALL BE VERIFIED BY VISUAL INSPECTION.

PRIOR TO FINAL PLUMBING AND CONSTRUCTION INSPECTION

ACCA MANUAL J; APPROVED CONSTRUCTION DOCUMENTS, INCLUDING ENERGY ANALYSIS

403.6, 403.7, 403.9, C403

HVAC AND SERVICE WATER HEATING SYSTEM PRIOR TO FINAL CONTROLS: SYSTEM CONTROLS SHALL BE ELECTRICAL AND INSPECTED TO VERIFY THAT EACH DWELLING IS CONSTRUCTION PROVIDED WITH AT LEAST ONE INDIVIDUAL INSPECTION PROGRAMMABLE THERMOSTAT WITH CAPABILITIES AS DESCRIBED IN ECC 403.1.1, AND THAT SUCH CONTROLS ARE SET AND OPERATE AS SPECIFIED IN ECC 403.1.1 CONTROLS FOR SUPPLEMENTARY ELECTRIC-RESISTANCE HEAT PUMPS SHALL BE INSPECTED TO VERIFY THAT SUCH CONTROLS PREVENT SUPPLEMENTAL HEAT OPERATION WHEN THE HEAT PUMP COMPRESSOR CAN MEET THE HEATING LOAD. CONTROLS FOR SNOW- AND ICE-MELTING SYSTEMS AND POOLS SHALL BE INSPECTED FOR PROPER OPERATION. NOT LESS THAN 20% OR ONE OF EACH CONTROL TYPE, WHICHEVER IS MORE, SHALL BE INSPECTED. CONTROLS FOR TURNING OFF CIRCULATING HOT WATER PUMPS WHEN NOT IN USE SHALL BE INSPECTED FOR AN AUTOMATIC OR MANUAL SWITCH.

APPROVED CONSTRUCTION DOCUMENTS, INCLUDING CONTROL SYSTEM NARRATIVES

403.1, 403.4, 403.7, 403.8, 403.9

IB5

HVAC INSULATION AND SEALING: INSTALLED DUCT AND PIPING INSULATION SHALL BE VISUALLY INSPECTED TO VERIFY CORRECT INSULATION PLACEMENT AND VALUES. DUCTS, SIR HANDLERS, FILTER BOXES AND BUILDING CAVITIES USED AS DUCTS SHALL BE VISUALLY INSPECTED FOR PROPER SEALING.

PRIOR TO CLOSING CEILINGS AND WALLS AND PRIOR TO FINAL CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS; RCNYS M1601.3.1

403.2.1, 403.2.2, 403.3, 403.4, 403.7; MC 603.9

IB6

DUCT LEAKAGE TESTING: WHERE THE AIR HANDLER AND/OR SOME DUCTWORK IS IN UNCONDITIONED SPACE, DUCT-LEAKAGE TESTING SHALL BE PERFORMED EITHER AFTER ROUGH-IN OR POST-CONSTRUCTION TO ENSURE COMPLIANCE WITH ECC 403.2.2. NOT LESS THAN 20% OF SUCH DUCTWORK SHALL BE TESTED.

PRIOR TO CLOSING CEILINGS AND WALLS AND PRIOR TO FINAL CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS; ANSI/ASHRAE152, ASTM E1554 TEST METHOD A

403.2.2, 403.7

YES

MICHAEL KANG ARCHITECT, PLLC.

404.2

Architectural, Interior Design, Zoning & Building Code Expertise 37-01 Main Street, Suite #308, Flushing, NY 11354 michaelkangra@yahoo.com 404.1

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

MICHAEL KANG, RA

IID

OTHER

ID1

MAINTENANCE INFORMATION: MAINTENANCE MANUALS FOR EQUIPMENT AND SYSTEMS REQUIRING PREVENTIVE MAINTENANCE SHALL BE REVIEWED FOR APPLICABILITY TO INSTALLED EQUIPMENT AND SYSTEMS BEFORE SUCH MANUALS ARE PROVIDED TO THE OWNER. LABELS REQUIRED FOR SUCH EQUIPMENT OR SYSTEMS SHALL BE INSPECTED FOR ACCURACY AND COMPLETENESS.

PRIOR TO SIGN-OFF OR APPROVED CONSTRUCTION ISSUANCE OR ISSUANCE OF DOCUMENTS CERTIFICATE OF OCCUPANCY

303.3

ID2

PERMANENT CERTIFICATE: THE INSTALLED PERMANENT CERTIFICATE SHALL BE VISUALLY INSPECTED FOR LOCATION, COMPLETENESS AND ACCURACY.

PRIOR TO FINAL PLUMBING, ELECTRICAL AND/OR CONSTRUCTION INSPECTION AS APPLICABLE

401.3; 1RCNY 5000-01(g)(5)

APPROVED CONSTRUCTION DOCUMENTS

KEY PLAN

CLOVER HILL ST (50' WIDE)

IB IB1

IB4

ELECTRICAL POWER AND LIGHTING SYSTEMS

INSPECTION REQUIRED YES

PRIOR TO BACKFILL

IC IC1

FOOTHILL AVE (60' WIDE)

REV.#

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

PROGRESSIVE INSPECTIONS & INSPECTION CHECKLIST SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IS IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER R4 - RESIDENTIAL ENERGY EFFICIENCY

EN-104.00 PAGE No:

14 OF 2

MICHAEL KANG, RA

KEY PLAN

CLOVER HILL ST (50' WIDE)

FOOTHILL AVE (60' WIDE)

REV.#

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

INSPECTION CHECKLIST SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IS IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER R4 - RESIDENTIAL ENERGY EFFICIENCY

EN-105.00 PAGE No:

15 OF 2

MICHAEL KANG, RA

SUPPORTING DOCUMENTATION REFERENCE: INTERIOR LIGHTING LAYOUTS

EN-106 ~ EN-107

LIGHTING FIXTURE LEGEND

EN-106

LIGHTING CONTROLS NARRATIVES

EN-106

PROGRESS INSPECTIONS FOR LIGHTING

EN-104

INTERIOR LIGHTING SCHEDULE (all light fixtures to be determined by owner) SYMBOL

F09

FIXTURE TYPE/ MANUFACTURER

LAMP WATTAGES

MODEL

QUANTITIES

TOTAL WATTAGES

P3410-30WB

13W / CFL BULB 26W / LAMP

MECHANICAL ROOM

52W

LIGHTOLIER 5" RECESSED LIGHT

STYLE # 12593

23W CFL

ACCESSORY RECREATION AREA, FOYER, LIVING ROOM, DINING ROOM, KITCHEN, BEDROOM, STAIR, FAMILY ROOM, LIBRARY / STUDY, WALK-IN CLOSET, MASTER BEDROOM

1863W

BATHROOM

INFOR - IP65 WATERPROOF LED LIGHT

LIGHT SWITCH

3 S

3-WAY LIGHT SWITCH

IF-IDL03006X

15W LED

KEY PLAN

CLOVER HILL ST (50' WIDE)

COMMMENTS

PROGRESS LIGHTING 2-LIGHT WHITE FLUSHMOUNT

R16

D168

LOCATIONS

135W

FOOTHILL AVE (60' WIDE)

EXTERIOR LIGHTING SCHEDULE (all light fixtures to be determined by owner) FIXTURE TYPE/ MANUFACTURER

MODEL

LAMP WATTAGES

LOCATIONS

COMMMENTS

QUANTITIES

TOTAL WATTAGES

ESENLITE 360° PURE WHITE LED BUILT-IN DOPPLER MOTION SENSING TECHNOLOGY LIGHT WITH ENERGY SAVINGS AND MULTI-SMART FEATURES

EE118WMC(WP)

18W

ENTRY

WITH MOTION SENSOR & PHOTOCELL

18W

D180

P188

ACCLAIM LIGHTING 31ABZM ARCHITECTURAL BRONZE TIDEWATER OUTDOOR WALL SCONCE

EU6D136

60W

WOOD DECK @ REAR YARD

WITH MOTION SENSOR & PHOTOCELL

120W

SYMBOL

REV.#

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

LIGHTING SCHEDULE & CELLAR REFLECTED CEILING PLAN

LIGHTING CONTROL NARRATIVES IN COMPLIANCE WITH 2014 NYCECC: R404.1 NOT LESS THAN 75% OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS OR NOT LESS THAN 75 % OF PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. ROOM TYPE

CONTROL STRATEGY

ACCESSORY USE AREA, MECHANICAL ROOM, LAUNDRY, FOYER, LIVING ROOM, DINING ROOM, KITCHEN, BEDROOM, BATHROOM, LOCAL SWITCH STUDY ROOM, WALK-IN CLOSET, MASTER BEDROOM, ATTIC OUTDOOR LIGHTING: LOCAL SWITCH. LIGHT FIXTURE WITH MOTION PORCH @ FRONT YARD, ENTRY, WOOD DECK SENSOR AND PHOTOCELL FOR DUSK-TO DAWN @ REAR YARD LIGHT CONTROL

SEAL & SIGNATURE

INTERIOR LIGHTING POWER: FLOOR

AREA

DRAWING BY: K CHK BY: MK

PROPOSED WATTS

CELLAR

1,700.00 FT²

573W

1ST FLOOR

1,700.00 FT²

819W

2ND FLOOR

1,700.00 FT²

658W

TOTAL

5,100.00 FT²

2,050W

DATE: 04/05/2017 PROJECT No:

DWG No:

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER R4 (RESIDENTIAL ENERGY EFFICIENCY)

EN-106.00 PAGE No:

16 OF 2

MICHAEL KANG, RA

KEY PLAN

CLOVER HILL ST (50' WIDE)

FOOTHILL AVE (60' WIDE)

REV.#

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

1ST & 2ND FLOOR REFLECTED CEILING PLAN SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER R4 (RESIDENTIAL ENERGY EFFICIENCY)

EN-107.00 PAGE No:

17 OF 2

MICHAEL KANG, RA

KEY PLAN

CLOVER HILL ST (50' WIDE)

FOOTHILL AVE (60' WIDE)

REV.#

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

SOLAR-READY DIAGRAM

SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER R4 (RESIDENTIAL ENERGY EFFICIENCY)

EN-108.00 PAGE No:

18 OF 2

EXCAVATION NOTES:

1. WORK MUST CONFORM TO THE REQUIREMENT OF THE NEW YORK CITY BUILDING CODE, FIRE DEPARTMENT REGULATIONS AND ALL APPLICABLE LAWS,UTILITY COMPANY REQUIREMENTS AND THE BEST TRADE PRACTICES AS WELL AS THE PROJECT SAFETY PLAN AND PROGRAM AND CONTRACT DOCUMENTS.

1. THE PERIMETER OF THE GENERAL EXCAVATION SHALL BE RETAINED BY A SOIL RETENTION SYSTEM (WHERE APPLICABLE). THE INSTALLATION, MAINTENANCE AND REMOVAL (WHERE REQUIRED) SHALL BE THE COMPLETE AND SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL MEASURES AND PRECAUTIONS NECESSARY TO PREVENT DAMAGE AND MINIMIZE SETTLEMENT OF EXISTING OR NEW CONSTRUCTION INSIDE AND OUTSIDE THE PROJECT LIMITS. ANY DAMAGE TO NEW OR EXISTING CONSTRUCTION INSIDE OR OUTSIDE OF THE PROJECT LIMITS, CAUSED BY CONSTRUCTION TECHNIQUES OR MOVEMENTS OF THE SOIL RETENTION SYSTEM. IS THE RESPONSIBILITY OF THE CONTRACTOR. THE DESIGN OF THE SOIL RETENTION SYSTEM WILL BE PROVIDED BY THE OWNER. THE CONTRACTOR WILL ASSIST THE OWNER IN THE APPROVAL PROCESS FOR THE RETENTION SYSTEM IF SO REQUIRED. THE CONTRACTOR SHALL PROVIDE ALL CONTROLLED INSPECTIONS REQUIRED BY THE STATE AND CITY BUILDING CODES RELATING TO THE RETENTION SYSTEM.

2. UNTIL THE FOUNDATION WALL IS PERMANENTLY BRACED BY THE NEW INTERIOR STEEL FRAME (OR CONCRETE STRUCTURE) ONE READINGS MINIMUM HAVE TO BE TAKEN PER WEEK AND SUBMITTED TO LMW ENGINEERING GROUP FOR REVIEW. 3. DURING THE INSTALLATION OF THE BRACING SYSTEM, AN ENGINEER FROM LMW ENGINEERING GROUP WILL BE ON SITE CONDUCTING AN INSPECTION TO ENSURE THAT ALL NECESSARY PRECAUTIONS ARE TAKEN AND ESTABLISHED CONSTRUCTION SEQUENCE IS FOLLOWED. IT SHOULD BE NOTED THAT SUCH INSPECTION DOES NOT RELIEF THE CONTRACTOR FROM ITS RESPONSIBILITIES OF PROTECTING THE INTEGRITY OF THE FOUNDATION, AND SAFETY OF THE PERSONNEL WORKING AROUND IT.

MOVEMENTS. 5. THE GENERAL EXCAVATION ACROSS THE SITE SHALL NOT EXTEND DEEPER THAN THE SLAB-ON-GRADE SUBGRADE ELEVATION. THE EXCAVATIONS FOR FOOTINGS, GRADE BEAMS, PILE CAPS, MATS, PITS, SLABS, ETC. SHALL BE EXCAVATED ON AN INDIVIDUAL, LOCALIZED BASIS DOWN FROM THE SLAB-ON-GRADE SUBGRADE LEVEL.

6. ALL EXCAVATION BELOW THE SLAB LEVEL REQUIRED FOR PITS SHALL BE RETAINED BY LOCALIZED SOIL RETENTION SYSTEMS AS MAY BE NECESSARY BASED ON A DESIGN USING APPROPRIATED EARTH AND HYDRAULIC PRESSURES AND OTHER CONSTRUCTION LOADINGS.

61'-6"

⅊

7. THE CONTRACTOR SHALL PROVIDE POSITIVE PROTECTION (MAT/SHEET COVERINGS) FOR ALL EXCAVATION SLOPES TO PROTECT SLOPES FROM INSTABILITY AND DETERIORATION DUE TO RAIN, WND OR SNOW/ICE.

KEY PLAN

8. THE CONTRACTOR SHALL PROVIDE SURFACE DRAINAGE CHANNELS AND SUMPS AND SUMP PUMPS TO PROTECT ALL EXCAVATIONS FROM FLOODING. FLOODING OF ANY EXCAVATION AFTER APPROVAL OF THE SUBGRADE WILL BE CAUSE FOR COMPLETE REPREPARTION AND APPROVAL OF THE

FOOTHILL AVE (60' WIDE)

BASE PLANE LEVEL EL: 102.1'

9. PROVIDE A DRAINAGE PANEL AGAINST THE OUTSIDE FACE OF THE FOUNDATION WALL AT LOCATIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. 10. THE OWNER'S SOIL TESTING LABORATORY SHALL REVIEW AND MONITOR THE EXCAVATION, DEWATERING AND SOIL RETENTION SYSTEMS. THE CONTRACTOR SHALL PROVIDE, INSTALL AND SURVEY: (A) VERTICAL AND HORIZONTAL MOVEMENTS OF THE TOP OF THE SOIL RETENTION SYSTEM: AND (B) BENCH MARKS ADJACENT TO AND AWAY FROM THE SITE PERIMETER FOR VERTICAL AND HORIZONTAL

SCALE: 3/32" = 1'-0"

FOOTHILL AVE (60' WIDE)

PROPOSED LOT TREE

9'-6"

12'

⅊

8'-6"

CONCRETE PAD

CONCRETE DRIVEWAY

MOVEMENTS. 11. SEE PLUMBING AND ELECTRICAL DRAWINGS FOR UNDERFLOOR UTILITY AND GROUNDING REQUIREMENTS.

BASE PLANE LEVEL EL: 102.1'

175'

CLOVER HILL ST (50' WIDE)

1. SURVEY MONITORING POINTS ON THE SPECIFIED LOCATIONS HAVE TO BE SET UP TO MONITOR ITS MOVEMENT IN BOTH DIRECTIONS, I.E. VERTICAL AND HORIZONTAL. IF 18' MOVEMENT IS DETECTED IN EITHER DIRECTION, THE CONSTRUCTION MANAGER AND THE ENGINEER ON SITE SHALL BE INFORMED IMMEDIATELY FOR FURTHER INVESTIGATION AND PREVENTIVE WORK SHALL BE IMPLEMENTED. IF 14" MOVEMENT IS DETECTED IN EITHER DIRECTION, THE CONSTRUCTION ENGINEER AND ENGINEER ON SITE SHALL BE INFORMED AND ALL RELATED UNDERPINNING WORK SHALL BE STOPPED IMMEDIATELY. SUCH WORK CAN BE RESUMED ONCE REMEDIAL MEASURE IS IN PLACE.

PROPOSED FOUNDATION WALL

CLOVER HILL ST (50' WIDE)

MONITORING AND INSPECTION:

4. ALL EXCAVATION SHALL BE BASED ON ENGINEERED DRAWINGS PREPARED BY THE CONTRACTOR INCLUDING PLANS AND SECTIONS OF EXCAVATION SEQUENCES. THE EXCAVATION SEQUENCES SHALL BE CONTROLLED TO MATCH THE REQUIREMENTS OF THE DESIGN OF THE SOIL RETENTION SYSTEM AND TO PERMIT MONITORING OF WALL AND GROUND

117'-9 7/8"

9. QUALIFIED ENGINEER SHALL BE ON SITE FOR CONTROLLED INSPECTION THROUGHOUT THE ENTIRE CONSTRUCTION OF UNDEPINNING/EXCAVATION AS PER NYC BUILDING CODE.

CELLAR EL: 96.1'

14'

8. WHEN PERMISSION TO ENTER ADJOINING PROPERTY HAS BEEN OBTAINED, A PHYSICAL EXAMINATION OF SUCH PROPERTY SHALL BE CONDUCTED BY THE PERSON INITIATING THE CONSTRUCTION OPERATIONS PRIOR TO COMMENCEMENT OF OPERATIONS.

3. PRIOR TO ANY EXCAVATION OR INSTALLATION OF ELEMENTS OF THE SOIL RETENTION SYSTEM, THE CONTRACTOR SHALL ESTABLISH SURVEY POINTS AROUND THE PERIMETER OF THE AREA TO BE EXCAVATED AND OTHER POINTS UP TO 200 FEET BEYOND THE PERIMETER. THESE POINTS SHALL BE SURVEYED FOR VERTICAL AND HORIZONTAL MOVEMENT AT FREQUENT INTERVALS DURING ACTUAL EXCAVATION AND CONTINUING DURING EACH SUBSEQUENT PHASE OF THE WORK AND SUBMITTED TO THE ARCHITECT FOR INFORMATION

54'-3 7/8"

7. AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE GIVEN TO THE DEPARMENT OF BUILDINGS BEFORE THE COMMENCEMENT OF ANY WORK FOR WHICH A WORK PERMIT HAS BEEN OBTAINED. ENGINEER SHALL BE NOTIFIED IN WRITING AT LEAST 24 HOURS BEFORE ANY REPAIR WORK COMMENCES.

2. THE CONTRACTOR SHALL COORDINATE ALL ELEMENTS OF THE SOIL RETENTION SYSTEM WITH ALL ELEMENTS OF THE PERMANENT BUILDING.

REV.#

DATE

DESCRIPTION

21'

6. THE CONTRACTOR SHALL TAKE, AND BE RESPONSIBLE FOR, ALL MEASUREMENTS REQUIRED FOR PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE WORK SITE SO THAT ALL WORK WILL BE PROPERLY JOINED TO THE EXISTING WORK. BEFORE COMMENCING WORK, HE SHALL EXAMINE ALL EXISTING WORK ON WHICH HIS WORK IS IN ANY WAY DEPENDENT FOR PERFECT WORKMANSHIP ACCORDING TO THE INTENT OF THESE SPECIFICATIONS AND SHALL REPORT TO THE ENGINEER ANY CONDITIONS WHICH WILL PREVENT HIM FROM PERFORMING HIS WORK IN A FIRST CLASS MANNER.

SLOPE 1:1 ANGLE OF REPOSE

18' 20'

5. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING MANAGEMENT.

MICHAEL KANG, RA

CLOVER HILL ST (50' WIDE)

4. MINOR DETAILS OR DIMENSIONS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER REPAIRS OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWING AND THE CONSTRUCTION MANAGER AND APPLICABLE PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO COMMENCING WORK.

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

21'

3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWING AND FIELD CONDITION TO THE PROFFESIONAL ENGINEER OR REGISTERED ARCHITECT AND SHALL BE NOTIFIED IN WRITING PRIOR TO COMMENCING WORK.

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

STONE PAVER

EL: 102.1' CONCRETE WALKWAY

15'-4"

12' EL: 101.72'

9'-4" 61'-6"

⅊

24'-10"

EL: 101.72' PROPOSED STREET TREE

1'-6"

TC EL: 101.01'

1'-6" TC EL: 101.19'

FOOTHILL AVE (60' WIDE) 8'

PROJECT

191-49 Foothill Ave Queens NEW YORK

PROPOSED CURB CUT

2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE THE REQUIRED CERTIFICATE OF INSURANCE WITH THE DEPARMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS FROM ALL APPLICABLE NYC AGENCIES, AND APPLY ALL FEES REQUIRED BY GOVERNING NEW YORK CITY AGENCIES.

MICHAEL KANG ARCHITECT, PLLC.

6'-4"

GENERAL NOTES:

GENERAL NOTES & EXCAVATION PLAN

25'

SEAL & SIGNATURE

SCALE: 1/16" = 1'-0"

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

SOE-101.00 PAGE No:

19 OF 2

2X8 BLOCKING

2X8 BAND JOIST 4X4 PORCH POST 2X8 BLOCKING

2X8 PORCH JOIST 16"O.C.

MICHAEL KANG ARCHITECT, PLLC.

DOUBLE 2X8 WOOD JOIST 2X8 FLOOR JOIST 16"O.C.

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

2X10 BAND JOIST

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

MICHAEL KANG, RA 2X10 FLOOR JOIST 16"O.C.

INTERIOR WALL BELOW 2X10 FLOOR JOIST 16"O.C.

2X10 FLOOR JOIST 16"O.C.

INTERIOR WALL BELOW

DOUBLE 2X10 WOOD JOIST DOUBLE 2X10 WOOD JOIST

DOUBLE 2X10 WOOD JOIST

BEARING WALL TOP PLATE

2X10 FLOOR JOIST 16"O.C.

2X10 BAND JOIST

CELLAR FRAMING PLAN 1/4" = 1'-0"

2X8 PORCH JOIST 16"O.C.

2X8 BLOCKING 4X4 PORCH POST 2X8 BAND JOIST

2X10 BAND JOIST

FL1 FRAMING PLAN 1/4" = 1'-0"

2X8 FLOOR JOIST 16"O.C.

DOUBLE 2X8 WOOD JOIST

KEY PLAN 2X8 RAFTER 16"O.C. CLOVER HILL ST (50' WIDE)

2X10 CEILING JOIST 16"O.C. FOOTHILL AVE (60' WIDE)

INTERIOR WALL BELOW

2X8 HIP JACK

DOUBLE 2X10 WOOD JOIST

2X8 RIDGE BOARD

2X10 CEILING JOIST 16"O.C. INTERIOR WALL BELOW

2X8 RAFTER 16"O.C.

DOUBLE 2X10 WOOD JOIST

DOUBLE 2X8 HEADER

REV.#

2X8 JACK RAFTER 16"O.C.

DATE

DESCRIPTION

PROJECT 2X8 VALLEY RAFTER DOUBLE 2X8 TRIMMER RAFTER 2X10 CEILING JOIST 16"O.C.

2X8 RIDGE BOARD

2X8 DORMER RAFTER 16"O.C.

2X8 HIP RAFTER 2X8 FLY RAFTER

191-49 Foothill Ave Queens NEW YORK

LADDER TRUSS

STRUCTURAL FRAMING PLAN

2X10 BAND JOIST 2X8 RAFTER 16"O.C.

FL2 FRAMING PLAN 1/4" = 1'-0"

ROOF FRAMING PLAN 1/4" = 1'-0"

SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

ST-101.00 PAGE No:

20 OF 2

NYC SPRINKLER NOTES FIRE PROTECTION NOTES

FIRE PROTECTION LEGEND

SPECIAL INSPECTIONS

MICHAEL KAN ARCHITECT, PLL

Architectural, Interior Design, Zoning & Building Code Exp 37-01 Main Street, Suite #308, Flushing, NY 1 michaelkangra@yaho

Tel: (718) 353 Fax: (718) 661

MICHAEL KANG,

NYC ADDITIONAL SPRINKLER NOTES

SPRINKLER HEAD LEGEND

SPECIAL INSPECTIONS

ENERGY COMPLIANCE STATEMENT LINE REPRESENTATION

DRAWING NOTATIONS

KEY PLAN

CLOVER HILL ST (50' WIDE)

SPRINKLER DRAWING LIST

FOOTHILL AVE (60' WIDE)

SPRINKLER PIPE SIZING CHART

REV.#

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave SCHEDULE OF FIRE FITTINGS

Queens NEW YORK

SPRINKLER LEGEND AND NOTES SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

SP-001 PAGE No:

MICHAEL KAN ARCHITECT, PLL

Architectural, Interior Design, Zoning & Building Code Exp 37-01 Main Street, Suite #308, Flushing, NY 1 michaelkangra@yahoo

Tel: (718) 353 Fax: (718) 661

6'-9 1/2"

4'-11 1/2"

12'-4"

12'-4 1/8"

KEY PLAN

6'-1 1/2" 3'-4 1/2"

7'-1 3/4"

6'-6 3/8"

FOOTHILL AVE (60' WIDE)

11'-6"

6'-3 1/2"

13'-1 7/8"

5'-9 1/2"

2'-9 5/8"

3'-7 3/4"

7'-6"

13'

6'-4 1/2"

3'-6 3/8"

4'-2 1/4"

4'-8 5/8"

12'

6'-11 1/8" FCVA

3'-8"

8'-8 1/4"

7'-6 3/8"

4'-1 5/8" 6'-4 7/8"

4'-11 7/8"

6'-7 3/8"

6'-3 5/8" 7'

4'-11 3/4"

4'-11" 7'-6"

4'-2 3/8"

2'-6 3/8" 15'

7'-2 5/8"

CLOVER HILL ST (50' WIDE)

10'-2 1/8"

5'-4 7/8"

7'-6"

7'-2 3/8" 6'-4 3/8"

10'-2"

7'-2"

12'-0 7/8"

3'-8 1/2"

5'-4 7/8"

6'-3 1/8"

6'-10 1/2"

6'-5 7/8"

12'

5'-2"

12'

3'-8 1/2"

6'-4 7/8"

5'-6"

6'-6 1/8"

4'-10 1/4"

MICHAEL KANG,

REV.#

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

CELLAR, 1ST AND 2ND FLOOR SPRINKLER PLAN SEAL & SIGNATURE

FOOTHILL AVE (60' WIDE) CELLAR - SPRINKLER PLAN SCALE: 3 16" = 1'-0"

FOOTHILL AVE (60' WIDE)

1ST FLOOR - SPRINKLER PLAN

2ND FLOOR - SPRINKLER PLAN

SCALE: 3 16" = 1'-0"

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

SP-101. PAGE No:

SPRINKLER PIPE SIZING CHART

MICHAEL KAN ARCHITECT, PLL

Architectural, Interior Design, Zoning & Building Code Exp 37-01 Main Street, Suite #308, Flushing, NY 1 michaelkangra@yahoo

Tel: (718) 353 Fax: (718) 661

MICHAEL KANG, FCVA

~ SCHEDULE OF FIRE FITTINGS

SPRINKLER SYSTEM RISER DIAGRAM

OUTSIDE BUILDING

INSIDE BUILDING

KEY PLAN

CLOVER HILL ST (50' WIDE)

SECTION

FOOTHILL AVE (60' WIDE)

ELEVATION

REV.#

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

SPRINKLER SCHEDULES AND RISER DIAGRAM & SPRINKLER DETAILS SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

SP-301. PAGE No:

PLUMBING NOTES:

GENERAL PLUMBING NOTES

PLUMBING SYMBOL LIST

GENERAL DRAWING NOTES:

PLUMBING DRAWING LIST

MICHAEL KAN ARCHITECT, PLL

Architectural, Interior Design, Zoning & Building Code Exp 37-01 Main Street, Suite #308, Flushing, NY 1 michaelkangra@yahoo

Tel: (718) 353Fax: (718) 661

MICHAEL KANG,

NYC BUILDING EXCAVATION NOTES:

INSULATION

KEY PLAN

PLUMBING DRAWING NOTATIONS CLOVER HILL ST (50' WIDE)

FOOTHILL AVE (60' WIDE)

PLUMBING ABBREVIATIONS

PLUMBING ENERGY & LEED NOTES: REV.#

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

PLUMBING LEGEND AND NOTES SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

P-001.0 PAGE No:

MICHAEL KAN ARCHITECT, PLL

Architectural, Interior Design, Zoning & Building Code Exp 37-01 Main Street, Suite #308, Flushing, NY 1 michaelkangra@yaho

Tel: (718) 353 Fax: (718) 661

MICHAEL KANG,

2 1

KEY PLAN

1 CLOVER HILL ST (50' WIDE)

6 4

FOOTHILL AVE (60' WIDE)

~~ ~ ~

REV.#

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

CELLAR & 1ST FLOOR PLUMBING PLAN

FOOTHILL AVE (60' WIDE)

SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

CELLAR - PLUMBING PLAN SCALE: 3 16" = 1'-0"

1ST FLOOR - PLUMBING PLAN SCALE: 3 16" = 1'-0"

P-101.0 PAGE No:

MICHAEL KAN ARCHITECT, PLL

Architectural, Interior Design, Zoning & Building Code Ex 37-01 Main Street, Suite #308, Flushing, NY michaelkangra@yaho

Tel: (718) 353 Fax: (718) 66

MICHAEL KANG

1 2

KEY PLAN

CLOVER HILL ST (50' WIDE)

FOOTHILL AVE (60' WIDE)

REV.#

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

FOOTHILL AVE (60' WIDE) 2ND FLOOR - PLUMBING PLAN SCALE: 3 16" = 1'-0"

FOOTHILL AVE (60' WIDE) ROOF - PLUMBING PLAN SCALE: 3 16" = 1'-0"

2ND FLOOR & ROOF PLUMBING PLAN SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

P-102.0 PAGE No:

PLUMBING DRAIN AND SPECIALTIES SCHEDULE

PLUMBING FIXTURE SCHEDULE

VALVE SCHEDULE

PLUMBING ENERGY & LEED NOTES:

MICHAEL KAN ARCHITECT, PLL

Architectural, Interior Design, Zoning & Building Code Exp 37-01 Main Street, Suite #308, Flushing, NY michaelkangra@yaho

2 3

Tel: (718) 353 Fax: (718) 661

4 5

MICHAEL KANG,

PIPE MATERIAL SCHEDULE

PUMP SCHEDULE

HOT WATER HEATER SCHEDULE

KEY PLAN

CLOVER HILL ST (50' WIDE)

FOOTHILL AVE (60' WIDE)

REV.#

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

PLUMBING SCHEDULES AND RISER DIAGRAM SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

GAS RISER

DOMESTIC WATER RISER

SANITARY WATER RISER DIAGRAM

P-301.0 PAGE No:

MICHAEL KAN ARCHITECT, PLL

Architectural, Interior Design, Zoning & Building Code Exp 37-01 Main Street, Suite #308, Flushing, NY 1 michaelkangra@yahoo

Tel: (718) 353 Fax: (718) 661

MICHAEL KANG,

TYPICAL FLOOR CLEANOUT

UNDERGROUND PIPE HANGER

DETAIL OF STACK BASE

FLOOR PENETRATION DETAIL

SEWAGE EJECTOR-DUPLEX SUSPENDED WET PIT PUMPS

CLEAN OUT DETAIL (CODP)

TYPICAL DETAIL OF PIPE INSTALLATION THRU RATED WALL

TYPICAL HOUSETRAP DETAIL

FLOOR DRAIN (FD AND FFD) - TYPICAL DETAIL

ELEVATOR SUMP PUMP DETAIL

WALL PENETRATION DETAIL

PIPE GROUNDING DETAIL

VALVE BOX DETAIL

KEY PLAN

PIPE PENETRATION THROUGH FIRE RATED PARTITION/SLAB

TYPICAL PENETRATION THRU FOUNDATION WALL

TYPICAL HANGER DETAIL

INDIRECT WASTE DETAIL

CLOVER HILL ST (50' WIDE)

UNDERGROUND PIPING SUPPORT BELOW SLAB

FOOTHILL AVE (60' WIDE)

UNDERGROUND PIPE INSTALLATION DETAIL

FLOW CONTROL ROOF DRAIN

PIPE SLEEVES THRU WALL

REV.#

DATE

DESCRIPTION

PROJECT

191-49 Foothill Ave Queens NEW YORK

PLUMBING DETAILS

SEAL & SIGNATURE

DATE: 04/05/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

P-401.0 PAGE No:

45-11 78th STREET

Michael Kang Architect

Multi family house design in Queens, New York 2016.10 - 2016.11 Project responsibilities: Design, zoning & energy analysis, project devlepoment, construction documentation

OCCUPANCY GROUP RESIDENTIAL (R-2)

TYPE OF CONSTRUCTION

PROPOSED

TYPE IB

HEIGHT

U.L.

40'-0"

AREA

U.L.

6382.24 S.F.

TWO OR MORE BUILDING ON THE SAME LOT.

SECTION 29.

PAINTING OF COURTS AND SHAFTS.

SECTION 30.

LIGHTING AND VETILAYION OF ROOMS.

BUILDING ELEMENT

TYPE I

SIZE OF ROOMS.

SECTION 32.

ALCOVES.

SECTION 33.

COOKING SPACE.

BEARING WALLS EXTERIOR INTERIOR NONBEARING WALLS AND PARTITIONS EXTERIOR

2 2 2 SEE TABLE 602

NONBEARING WALLS AND PARTITIONS INTERIOR

FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS

ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS

EL=45.90 CL

EL=46.70 CL

EL= 49.95 CL

BCEL=44.05

TCEL=43.15

TCEL=44.20

EL=43.30

EL=44.45 EL=44.55

EL: 45.30 TC EL: 45.10 BC

PROPOSED SITE TREE

TREE

SIGN

1" 8'-92

5'-0"

1'-6"

1" ENTRANCE

PARKING GARAGE

EL: 46.33

1" 5'-22

PROPOSED CURB CUT

8'-0"

2'-0"

BCEL=42.90

EXISTING STREET SIGN TO BE REMOVED

39'-10"

1'-6"

EL: 47.10 TC EL: 47.05 BC

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

+ EL=48.77 CL

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

EL= 49.95 CL

EXISTING CURB CUT

BCEL=48.05

EL=48.20

EL: 46.33

MICHAEL KANG, RA

BCEL=49.05

TCEL=48.05

TCEL=49.25

92'

EL=49.15

EL: 45.41

⅊

PROPOSED 4 STORIES RESIDENTIAL BUILDING

ROOMS IN BASEMENTS OR CELLARS.

19'-11"

SECTION 35.

ENTRANCE DOORS AND LIGHTS.

SECTION 36.

WINDOWS AND SKYLIGHTS FOR PUBLIC HALLS AND STAIRS.

SECTION 37.

ARTIFICIAL HALL LIGHTING

EL: 46.33 EL: 36.33

FIRE PROTECTION AND SAFETY

EL: 46.33

CONCRETE SURFACE

ENTRANCE HALLS.

SECTION 50-B. ENTRANCES: DOOR, LOCKS, INTERCOMMUNICATION SYSTEMS.

NEW RETAINING WALL T.O.W. EL. = 49.83'

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 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. SECTION 62.

BUSINESS USE. 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. SMOKE DETECTING DEVICES. TITLE 3 SANITATION AND HEALTH

SECTION 75.

WATER SUPPLY.

SECTION 76.

WATER-CLOSET AND BATH ACCOMMODATIONS.

SECTION 77.

PLUMBING AND DRAINGES.

SECTION 78.

REPAIRS.

SECTION 79.

HEATING.

EL: 46.33

⅊ ⅊ ⅊

SECTION 51-C. RIGHTS OF TENANTS TO INSTALL AND MAINTAIN LOCKS IN CERTAIN ENTRANCE DOORS. STAIRS.

20'-0"

SECTION 52.

45-13 78TH STREET BLOCK: 1530 ZONING LOT: 63 TAX LOT: 63 ZONING DISTRICT: R6B ZONING MAP: 9d CONSTRUCTION CLASS: IB 4 STORY RESIDENTIAL WITH CELLAR

BASE PLAN LEVEL : (45.41 + 47.25) / 2 = 46.33

KEY PLAN 78th STREET (50' WIDE)

SECTION 80. CLEANLINESS. SECTION 81.

RECEPTACLE FOR WASTE MATTER.

SECTION 82.

PRIVACY.

SECTION 83.

JANITOR OR HOUSEKEEPER.

SECTION 84.

CONSTRUCTION STANDARD FOR THE CONTROL OF NOISE.

ARTICLE 4

TITLE 1

A-101

FIRE PROTECTION

SECTION 101.

REQUIREMENTS FOR FIREPROOF CONSTRUCTION.

SECTION 102.

STAIRS.

SECTION 103.

EGRESS FROM APARTMENTS.

SECTION 104.

BULKHEADS.

SECTION 105.

SEPERATION AND VENTILATION OF STAIRS.

SECTION 106.

CELLAR AND BASEMENT STAIRS.

SECTION 107.

PUBLIC HALLS.

SECTION 108.

PARTITIONS

SECTION 115.

INTERIO WATER-CLOSETS AND BATHROOMS.

SECTION 116.

WATER-CLOSETS IN CERTAIN CLASS B MULTIPLE DWELLINGS. EMPLOYEES' WATER-CLOSETS.

SECTION 117.

NEW TREE W/ 5'-0" x 8'-0" TREE PIT (PER ZR 26-41 AND ZR 28-12) 1

FIREPROOF MULTIPLE DWELLINGS

3 A-101

SANITATION

* DENTAL FACILITIES * WELLS * WATER TANKS * CAR WASH OR CAR REPAIR * RESTAURANT OR FOOD PROCESSING AREA * BIDETS

DETAIL ELEVATION

A-101

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

SD/CD

BUILDING SECTION SMOKE DETECTOR WITH HARDWIRED CARBON MONOXIDE DETECTOR COMPLY WITH RS 17-13 AND INSTALLED IN ACCORDANCE WITH RS 17-14. EXIT LIGHT W/ SIGN. COMPLY WITH BC2014 SECTION 27-232.

WALL TYPE

DOOR TYPE

WINDOW TYPE

EXISTING HYDRANT EXISTING TRAFFIC SIGN

B STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS, TRUSSES

+ EL=44.81 CL

RIM.EL=48.40 INV.EL=37.70

22'-10"

SECTION 31.

THE FACILITIY DOES NOT CONTAIN ANY OF FOLLOWING:

(TABLE 601)

EL=43.20

MICHAEL KANG ARCHITECT, PLLC.

48'-0"

HEIGHT, BULK AND OPEN SPACE.

SECTION 28.

TITLE 2

(TABLE 503)

TCEL=49.30 BCEL=49.30

25'±

10'

TCEL=49.00 BCEL=48.88

EXISTING UTILITY POLE

15' ±

TCEL=78.00 BCEL=47.75

LIGHT AND AIR

SECTION 26.

SECTION 68.

TCEL=46.90 BCEL=46.60

MULTIPLE DWELLINGS ------ GENERAL PROVISIONS

TITLE 2

TCEL=45.61 BCEL=45.61

APPLICATION OF ARTICLE 3 TITLE 1

SECTION 50.

HYDRANT

TCEL=45.20 BCEL=44.95

RIM.EL=43.99 INV.EL=33.99 + S EL=43.80 CL

MISCELLANEOUS APPLICATION PROVISIONS

SECTION 8. GENERAL APPLICATION OF CHAPTER TO DWELLINGS. SECTION 9. BUILDING CONVERTED OR ALTERED. SECTION 10. TIME FOR COMPLIANCE. SECTION 11. DWELLING DAMAGED OR MOVED. SECTION 12. PROHIBITED USED. SECTION 13. APPLICATION OF CHAPTER TO EXISTING DWELLINGS. SECTION 14. APPLICATION OF CHAPTER TO UNCOMPLETED DWELLINGS.

SECTION 25.

25'

TCEL=44.95

10'-0"

SHORT TITLE. LEGISLATIVE FINDING. APPLICATION TO CITIES, TOWNS AND VILLAGES. DEFINITIONS

ARTICLE 3

25'

BCEL=44.45

INTRODUCTORY PROVISIONS; DEFINITIONS

ARTICLE 2

20'

16.00'

31'-10"

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

20'

48.00'

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 ) ARTICLE 1

25'

106'± (NOT TO SCALE)

ARTICLE

SECTION 34.

25'

ROADWAY

L.L. 17/95

SCALE: 1/16" = 1'-0" 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: CHAPTER SIXTY-ONE-A OF THE CONSOLIDATED LAWS

30'

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 START OF WORK. 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. 6. THE CONTRACTOR IS TO RETAIN A LICENSED PROFESSIONAL ENGINEER AS PART OF HIS CONTRACT, ON BEHALF OF THE OWNER TO PERFORM ALL REQUIRED CONTROLLED INSPECTION WORK AS MAY BE REQUIRED. 7. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO INSURE THE SAFETY AFFECTED BY THIS WORK. 8. FIVE DAYS PRIOR NOTICE SHALL BE GIVEN TO THE ADJOINING PROPERTY OWNERS AFFECTED BY THIS WORK. 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 SEC C19-161-1 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 COMMISSIONER. C) IT SHALL HAVE BEEN APPROVED BY THE BOARD OF STANDARDS AND APPEAL.

1. 2. 3. 4. 5. 6. 7. 8.

SD1&2 IS FILED UNDER SEPARATE APPLICATION. BUILDER'S PAVEMENT PLAN IS FILED UNDER SEPARATE APPLICATION. ELEVATOR IS FILED UNDER SEPARATE APPLICATION. SPRINKLER IS FILE UNDER THIS APPLICATION. DEMOLITION IS FILED UNDER #120889681 STANDPIPE IS FILED UNDER THIS APPLICATION. FIRE ALARM IS FILED UNDER SEPARATE APPLICATION. SITE SAFETY PLAN IS FILED UNDER SEPARATE APPLICATION.

EXISTING UTILITY POLE

1. G-100.00 2. Z-101.00 3. Z-102.00 4. Z-103.00 5. Z-104.00 6. A-101.00 7. A-102.00 8. A-103.00 9. A-201.00 10. A-202.00 11. A-203.00 12. A-204.00 13. A-301.00 TYPES 14. EN-100.00 15. EN-101.00 16. EN-102.00 17. EN-103.00 18. EN-104.00 19. EN-105.00 20. EN-106.00 INSPECTIONS 21. EN-107.00 22. EN-108.00 23. EN-109.00

NOTES, LEGEND, DRAWING LIST & PLOT PLAN ZONING DIAGRAM 1 ZONING DIAGRAM 2 ZONING DIAGRAM 3 ZONING DIAGRAM 4 CELLAR & FL1 PLAN FL2 & FL3 ~ FL4 PLANS STAIR BULKHEAD & ROOF PLANS WEST & EAST ELEVATION BUILDING SECTION A BUILDING SECTION B BUILDING SECTION C DOOR & WINDOW SCHEDULES & PARTITION ENERGY ANALYSIS ENVELOPE ENERGY ANALYSIS WALL DETAILS ENERGY ANALYSIS ENVELOPE ENERGY ANALYSIS LIGHTING ENERGY ANALYSIS INSPECTION CHECKLIST ENERGY ANALYSIS INSPECTION CHECKLIST ENERGY ANALYSIS PROGRESSIVE CELLAR & FL1 REFLECTED PLANS FL2 & FL3 ~ FL4 REFLECTED PLANS STAIR BULKHEAD REFLECTED PLAN

SITE STORM DRAINAGE DISPOSAL AND DETENTION SYSTEM INSTALLATION

BC 1704.20

FIRE STOPS, DRAFTSTOP, AND FIREBLOCK SYSTEMS

BC 1704.25

FIRE-RESISTANCE RATED CONSTRUCTION

BC 109.3.4

STRUCTURAL STEEL - WELDING

BC 1704.3.1

STRUCTURAL STEEL - ERECTION & BOLTING

BC 1704.3.2,BC 1704.3.3

MASONRY

BC 1704.5

SOILS -SITE PREPARATION UNDERPINNING

BC1704.7.1 BC 1704.9.1

EXCAVATION - SHEETING, SHORING AND BRACING

BC 1704.19, BC 3304.4.1

FOOTING AND FOUNDATION

BC 109.3.1

MECHANICAL SYSTEMS

BC 1704.15

SPRINKLER SYSTEMS

BC 1704.21

HEATING SYSTEMS

BC 1704.23

CHIMNEYS

BC 1704.24

ENERGY CODE COMPLIANCE INSPECTIONS

BC 109.3.5

CONCRETE-CAST-IN-PLACE

BC 1704.4

SOILS-INVESTIGATIONS (BORINGS/TEST PITS)

BC 1704.7.4

CONCRETE TEST CYLINDERS (TR2)

BC 1905.6

TR8 ITEMS IIA9 (IA3), (IIA3) (IA4).(IIA4) (IB3), (IIB4) (IB4),(IIB4) (IB5),(IIB5) (IB6).(IIB6) (IC2),(IIC2) (IIC5) (IA5),(IIA5) (IIC3)

DATE

REV.#

DESCRIPTION

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

PLOT PLAN GENERAL NOTES SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

G-100.00 PAGE No:

01 OF 23

ZONING CALCULATIONS

ZR 25-00 ACCESSORY OFF-STREET PARKING AND LOADING REGULATIONS

(SEE Z-102.00 & Z-103.00 FOR ZONING DIAGRAM)

ZR SECTION

ADDRESS: 45-13 78TH STREET BLOCK: 1530 ZONING LOT: 63 TAX LOT: 63 ZONING DISTRICT: R6B ZONING MAP: 9d ZONING USE GROUP: 2 (RESIDENTIAL) OCCUPANCY GROUP: R-2 (RESIDENTIAL) CONSTRUCTION CLASS: IB NUMBER OF STORIES: 4 STORIES WITH CELLAR BUILDING HEIGHT: 40'-0" LOT AREA: 3200.00 S.F. (PER HAYNES LAND SURVEYORS) QUALITY HOUSING PROGRAM

ZR 25-23

REQUIRED/ ALLOWED

WAIVED

PROPOSED

WAIVER OF REQUIREMENTS FOR SMALL NUMBER OF SPACES

REMARKS

√

MAXIMUM OF 5 PARKING SPACES CAN BE WAIVED FOR DISTRICT R6

√

50% CORRIDOR

GARAGE

W/ LIGHT CELLAR

PLUMBING & MECHANICAL

STAIR

CHASE

BULKHEAD

DEDUCT

NET

965.96

1ST FL

930.78

49.71

251.16

22.29

323.16

607.62

2ND FL

927.25

35.99

891.26

3RD FL

927.25

4TH FL

STAIR BULKHEAD SUB TOTAL/GROSS

81.13

846.12

927.25

81.13

846.12

148.69

4827.18

49.71

251.16

220.54

148.69

670.1

3191.12

50% CORRIDOR

GARAGE

REQUIRED/ ALLOWED

PROPOSED

ZR 28-12

REFUSE STORAGE AND DISPOSAL

ZR 28-13

WASHER & DRYER

ZR 28-21

RECREATION SPACE

0 S.F.

ZR 28-31

DENSITY PER CORRIDOR

MAX. 11 D.U. PER FLOOR

2 D.U.

REMARKS

REQUIRED 1 REFUSE STORAGE & DISPOSAL ROOM PER FLOOR FOR 9 OR MORE DWELLING UNITS. PROPOSED 6 D.U.< 9.

√

AT LEAST 1 WASHER PER 20 UNITS, 1 DRYER PER 40 UNITS. PROPOSED 6 D.U. < 20.

√

REQUIRED MINIMUM 3.3% OF RESIDENTIAL FLOOR AREA FOR 9 OR MORE DWELLING UNITS. PROPOSED 6 D.U.< 9.

√

50% OF CORRIDOR AREA CAN BE DEDUCTED ON 1ST FLOOR THAT DOESN'T EXCEED 11 DWELLING UNITS. PROPOSED 2 D.U. < 11

√

FL2 EL: 56.33 10'

ZR SECTION

45-13 78TH STREET FLOOR SCHEDULE

⅊ 2"

1'-6"

78 TH STREET

FL1 EL: 46.33 10'

FLOOR AREA SCHEDULE OF TWO TAX LOTS ON A SINGLE TAX LOT

10'

FL3 EL: 66.33

ZR 28-00 QUALITY HOUSING PROGRAM

GROSS

FL4 EL: 76.33

PROPOSED & MAX. BASE HEIGHT

REMARKS

MICHAEL KANG, RA

40'-0" PROPOSED BUILDING HEIGHT

PROPOSED

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

ROOF EL: 86.33

1 ON SITE 1 TREE TO PAY INTO TREE REQUIRED 1 STREET TREE, PRE-EXISTING OR NEWLY PLANTED FOR EVERY 25 FT. OF STREET FOOTAGE OF THE ZONING LOT 40 / 25 = 1.6 FUND

MICHAEL KANG ARCHITECT, PLLC.

18'-8"

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

10'

STREET TREE PLANTING

REQUIRED/ ALLOWED

16'-10"

(PERMITTED OBSTRUCTION)

10'

ZR SECTION ZR 26-41

MAX. FAR FOR RESIDENTIAL USE: 2 PERMITTED RESIDENTIAL FLOOR AREA = 3200.00 SF x 2 = 6400.00 SF PROPOSED RESIDENTIAL AREA = (3191.12 + 3191.12 = 6382.24) < 6400.00 SF ......OK PROPOSED RESIDENTIAL FAR = (3191.12 + 3191.12 = 6382.24) / 3200 = 2 .....OK

UNITS

12'-6"

BULKHEAD EL: 96.33 STAIR BULKHEAD

ZR 26-00 SPECIAL URBAN DESIGN GUIDELINES

ZR 23-153 MAX. RESIDENTIAL LOT COVERAGE FOR INTERIOR LOT = 60% PERMITTED RESIDENTIAL LOT COVERAGE = 3200.00 SF X 0.6 = 1920.00 SF PROPOSED RESIDENTIAL LOT COVERAGE = (957.62 + 957.62 = 1915.24) SF < 1920.00 SF......O.K. PROPOSED RESIDENTIAL LOT COVERAGE (IN PERCENTAGE) = (957.62 + 957.62 = 1915.24) / 3200 = 60% ......O.K.

FLOOR #

48'-0"

50% OF TOTAL DWELLING UNITS FOR RESIDENTIAL BUILDING IN DISTRICT R6B (6 X 50% = 3) 2 PARKING GARAGE LOCATE AT 1ST FLOOR

10'

ZR 25-261

OFF-STREET PARKING SPACE FOR RESIDENTIAL BUILDING IN DISTRICT R6B

BASE PLAN EL: 46.33

45-11 78TH STREET FLOOR SCHEDULE FLOOR #

UNITS

GROSS

W/ LIGHT CELLAR

PLUMBING & MECHANICAL

STAIR

CHASE

BULKHEAD

DEDUCT

CELLAR EL: 36.33

NET

965.96

1ST FL

930.78

49.71

251.16

22.29

323.16

607.62

2ND FL

927.25

35.99

891.26

3RD FL

927.25

81.13

846.12

4TH FL

927.25

81.13

846.12

148.69

4827.18

49.71

251.16

220.54

148.69

670.1

3191.12

STAIR BULKHEAD SUB TOTAL/GROSS

CROSS SECTION B 1/8" = 1'-0"

TOTAL FLOOR AREA: 3191.12 + 3191.12 = 6382.24 S.F. TOTAL DWELLING UNITS: 3 + 3 = 6

BUILDING ON ANOTHER TAX LOT

ZR 23-20 DENSITY REGULATIONS

ZR 23-22

MAXIMUM NUMBER OF DWELLING UNITS

KEY PLAN

REMARKS

REQUIRED/ ALLOWED

PROPOSED

6382.24 / 680 = 9.4

√

ZR SECTION

78th STREET (50' WIDE)

PROPOSED STAIR BULKHEAD

ZR 23-30 LOT AREA AND LOT WIDTH REGULATIONS

ZR SECTION

ZR 23-32

DISTRICT

R6B

MINIMUM LOT WIDTH REMARKS

REQUIRED/ ALLOWED

PROPOSED

REQUIRED/ ALLOWED

PROPOSED

1,700 S.F.

3,200 S.F.

18 FT.

40 FT.

⅊

√

ROOF EL: 86.33'

ZR 23-40 YARD REGULATIONS ZR SECTION

REQUIRED/ ALLOWED

PROPOSED

ZR 23-46

SIDE YARDS FOR RESIDENTIAL

ZR 23-47

REAR YARDS FOR RESIDENTIAL

30 FT.

31.83 FT.

REMARKS ZR 23-462(c) NO SIDE YARDS ARE REQUIRED FOR RESIDENTIAL BUILDINGS IN DISTRICT R6B

PROPOSED BALCONY

√

FL4 EL: 76.33'

√

PROPOSED TERRACE EL: 47.25'

ZR 23-60 HEIGHT AND SETBACK REGULATIONS ZR SECTION

REQUIRED/ ALLOWED

PROPOSED

FL3 EL: 66.33'

EL: 46.33' REMARKS

ZR 23-662(a)

MINIMUM BASE HEIGHT

30'-0"

40'-0"

√

ZR 23-662(a)

MAXIMUM BASE HEIGHT

40'-0"

√

ZR 23-662(a)

MAXIMUM BUILDING HEIGHT

50'-0"

40'-0"

√

ZR 23-661(b)

STREET WALL LOCATION

2 IN. FROM STREET LINE (EXISTING ADJACENT BUILDING)

2 IN. FROM STREET LINE

STREET WALL ALIGN WITH EXISTING ADJACENT BUILDING

PROPOSED CANOPY

√

⅊ ZONING MAP (6a)

PROPOSED SITE: 45-13 78TH STREET QUEENS, NEW YORK BLOCK: 1530 ZONING LOT: 63 ZONING DISTRICT: R6B

FL2 EL: 56.33' BASE PLAN EL: 46.33' EL: 46.33' FL1 EL: 46.33' EL: 45.41'

DATE

REV.#

BASE HEIGHT & BUILDING HEIGHT 40'

MINIMUM LOT AREA

⅊

EL: 46.33'

DESCRIPTION

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

ZONING DIAGRAM 1 SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

Z-101.00 PAGE No:

CELLAR EL: 36.33'

02 OF 23

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

BALCONY RECESSED = 3'-0" < 6'-0" ENCLOSED LENGTH MUST AT LEAST 13 OF TOTAL PERIMETER OF BALCONY TOTAL PERIMETER= (2)9'-4" + (2)5'-0" = 28'-8" 28'-8" X 13 = 9'-6" PROPOSED OPEN LENGTH = 9'-4" + 2'-0" = 11'-4" > 9'-6" O.K.

45-13 78TH STREET FLOOR SCHEDULE

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

MICHAEL KANG, RA

9'-4" 10'-4"

3'-0"

3'-2 1/2"

3'-0"

11'-0"

5'-0"

7'-11"

9'-4"

2'-0"

10'-4"

1'-0"

9'-7"

8'-1"

6'-5"

4'-9"

3'-11 1/4"

16'-10"

45'-0"

48'-0"

3'-4 3/4"

3'-4"

45'-0"

7'-4"

3'-4"

7'-4"

3'-11 1/4" 4'-9"

3'-6"

8'-1"

3'-4 3/4"

48'-0"

11'-0"

46'-8"

4'-1" 3'-7"

8'-4" 19'-11"

KEY PLAN

19'-11"

3'-8"

4'-9"

22'-10"

3'-10"

8'-10"

1'-2"

48'-0"

18'-1 1/2"

21'-4"

3'-10"

78th STREET (50' WIDE)

19'-11"

8'-11"

FL2 FLOOR AREA DIAGRAM

FL3~4 FLOOR AREA DIAGRAM

GROSS BUILDING AREA

*ALL QUANTITIES ARE MEASURED IN SQUARE FEET

FL1 FLOOR AREA DIAGRAM *ALL QUANTITIES ARE MEASURED IN SQUARE FEET

GROSS BUILDING AREA GROSS RESIDENTIAL BUILDING AREA = 930.78 DEDUCTIBLE AREA: 323.16 TOTAL CORRIDOR AREA: 49.76 TOTAL

1 = 99.41 X 0.5 = 49.71 MECHANICAL & PLUMBING CHASE AREA: 22.29 TOTAL

2 = 22.29 GARRAGE AREA: 251.16 TOTAL

3 = 251.16 NET FLOOR AREA RESIDENTIAL ZONING FLOOR AREA: 930.78 - 323.16 = 607.62

GROSS RESIDENTIAL BUILDING AREA = 927.25 DEDUCTIBLE AREA: 35.99 TOTAL

*ALL QUANTITIES ARE MEASURED IN SQUARE FEET

GROSS RESIDENTIAL BUILDING AREA = 927.25 DEDUCTIBLE AREA: 81.13 TOTAL

MECHANICAL & REFUSE CHUTE AREA: 35.99 TOTAL

MECHANICAL & REFUSE CHUTE AREA: 81.13 TOTAL

1 = 29.26

2 = 2.69

3 = 4.04

NET FLOOR AREA

2 = 51.87

NET FLOOR AREA

RESIDENTIAL ZONING FLOOR AREA: 927.25 - 35.99 = 891.26

RESIDENTIAL ZONING FLOOR AREA: 927.25 - 81.13 = 846.12

PROPOSED TERRACE

PROPOSED BALCONY

STAIR BULKHEAD FLOOR AREA DIAGRAM *ALL QUANTITIES ARE MEASURED IN SQUARE FEET GROSS BUILDING AREA GROSS RESIDENTIAL BUILDING AREA = 148.69 DEDUCTIBLE AREA: 148.69 TOTAL STAIR BULKHEAD AREA: 148.69 TOTAL

1 = 148.69

DATE

REV.#

DESCRIPTION

NET FLOOR AREA RESIDENTIAL ZONING FLOOR AREA: 148.69 - 148.69 = 0

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

ZONING DIAGRAM 2 SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

Z-102.00 PAGE No:

03 OF 23

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

45-11 78TH STREET FLOOR SCHEDULE

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

MICHAEL KANG, RA

9'-4" 9'-4"

10'-4"

3'-0" 3'-2 1/2"

3'-0"

7'-11"

11'-0"

10'-4"

2'-0"

1'-0"

9'-7"

3'-10"

7'-4"

16'-10"

7'-4"

4'-9"

45'-0"

6'-5"

3'-11 1/4"

3'-4"

3'-4 3/4"

48'-0"

8'-1"

3'-11 1/4"

1'-2"

45'-0"

3'-6"

4'-9"

3'-10"

3'-7"

46'-8"

4'-1"

11'-0"

3'-4 3/4"

48'-0"

8'-1"

4'-9"

18'-1 1/2"

21'-4"

8'-10" 22'-10"

7'-4"

9'-2" 19'-11"

FL1 FLOOR AREA DIAGRAM *ALL QUANTITIES ARE MEASURED IN SQUARE FEET

GROSS BUILDING AREA GROSS RESIDENTIAL BUILDING AREA = 930.78 DEDUCTIBLE AREA: 323.16 TOTAL CORRIDOR AREA: 49.76 TOTAL

1 = 99.41 X 0.5 = 49.71 MECHANICAL & PLUMBING CHASE AREA: 22.29 TOTAL

2 = 22.29 GARRAGE AREA: 251.16 TOTAL

3 = 251.16 NET FLOOR AREA RESIDENTIAL ZONING FLOOR AREA: 930.78 - 323.16 = 607.62

KEY PLAN 3'-8"

19'-11"

78th STREET (50' WIDE)

19'-11"

FL2 FLOOR AREA DIAGRAM

FL3~4 FLOOR AREA DIAGRAM

GROSS BUILDING AREA

*ALL QUANTITIES ARE MEASURED IN SQUARE FEET

GROSS RESIDENTIAL BUILDING AREA = 927.25 DEDUCTIBLE AREA: 35.99 TOTAL

*ALL QUANTITIES ARE MEASURED IN SQUARE FEET

GROSS RESIDENTIAL BUILDING AREA = 927.25 DEDUCTIBLE AREA: 81.13 TOTAL

MECHANICAL & REFUSE CHUTE AREA: 35.99 TOTAL

MECHANICAL & REFUSE CHUTE AREA: 81.13 TOTAL

1 = 29.26

2 = 2.69

3 = 4.04

NET FLOOR AREA

2 = 51.87

NET FLOOR AREA

RESIDENTIAL ZONING FLOOR AREA: 927.25 - 35.99 = 891.26

RESIDENTIAL ZONING FLOOR AREA: 927.25 - 81.13 = 846.12

PROPOSED BALCONY (SEE DIAGRAM FOR ZR 23-132 COMPLIANCE)

PROPOSED BALCONY

1 = 148.69

DATE

REV.#

DESCRIPTION

NET FLOOR AREA RESIDENTIAL ZONING FLOOR AREA: 148.69 - 148.69 = 0

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

ZONING DIAGRAM 3 SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

Z-103.00 PAGE No:

04 OF 23

MICHAEL KANG, RA

48'-1"

46'-6"

22'-9"

27'-2"

2ND FLOOR PLAN

CELLAR FLOOR PLAN

1ST FLOOR PLAN

3RD ~ 4TH FLOOR PLAN

KEY PLAN 78th STREET (50' WIDE)

DATE

REV.#

DESCRIPTION

PROJECT

EGRESS & EXIT ACCESS TRAVEL DISTANCE FLOOR

OCCUPANCY GROUP

USE GROUP

PROPOSED MAX. COMMON PATH OF EGRESS/ MAX EXIT ACCESS TRAVEL DISTANCE

CELLAR

S-2 (ACCESSORY STORAGE)

2 (RESIDENTIAL)

46'-6"

1ST FL.

R-2 (RESIDENTIAL)

45-13 78TH STREET

MAX. COMMON PATH OF EGRESS TRAVEL DISTANCE (BC 1014.3)

MAX. EXIT ACCESS TRAVEL DISTANCE ALLOWED (WITH SPRINKLERS) (BC TABLE 1016.1)

125'-0" (WITH SPRINKLERS)

200'-0"

√

48'-1"

√

2ND FL.

22'-9"

√

3RD FL.

27'-2"

√

4TH FL.

27'-2"

√

QUEENS, NEW YORK

ZONING DIAGRAM 4 SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

Z-104.00 PAGE No:

05 OF 23

MICHAEL KANG, RA

KEY PLAN 78th STREET (50' WIDE)

DATE

REV.#

DESCRIPTION

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

CELLAR & FL1 PLAN SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

A-101.00 PAGE No:

06 OF 23

MICHAEL KANG, RA

KEY PLAN 78th STREET (50' WIDE)

DATE

REV.#

DESCRIPTION

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

FL2 & FL3 ~ FL4 PLAN SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

A-102.00 PAGE No:

07 OF 23

MICHAEL KANG, RA

FLASHING 6" A.F.F- TYP.

3" ROOF DRAIN

3" ROOF DRAIN KEY PLAN 78th STREET (50' WIDE)

FLASHING 6" A.F.F- TYP.

DATE

REV.#

DESCRIPTION

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

STAIR BULKHEAD & ROOF PLAN SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

A-103.00 PAGE No:

08 OF 23

MICHAEL KANG, RA

KEY PLAN 78th STREET (50' WIDE)

DATE

REV.#

DESCRIPTION

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

WEST & EAST ELEVATION SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

A-201.00 PAGE No:

09 OF 23

MICHAEL KANG, RA

KEY PLAN 78th STREET (50' WIDE)

DATE

REV.#

DESCRIPTION

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

BUILDING SECTION A SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

A-202.00 PAGE No:

10 OF 23

MICHAEL KANG, RA

KEY PLAN 78th STREET (50' WIDE)

DATE

REV.#

DESCRIPTION

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

BUILDING SECTION B SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

A-203.00 PAGE No:

11 OF 23

MICHAEL KANG, RA

KEY PLAN 78th STREET (50' WIDE)

DATE

REV.#

DESCRIPTION

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

BUILDING SECTION C SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

A-204.00 PAGE No:

12 OF 23

WALL & PARTITION LEGEND 1

1 HOUR RATED PARTITION w/ ONE LAYER OF 5/8" TYPE 'X' GWB ON EACH SIDE OF 2 1/2" METAL STUDS @ 24" O.C. 2 3/4" SOUND ATTENUATION INSULATION FRICTION FIT IN STUD SPACE.

2 HOUR RATED PARTITION w/ TWO LAYERS OF 5/8" TYPE 'X' GWB ON EACH SIDE OF 3 5/8" METAL STUDS @ 24" O.C. 3 1/2" SOUND ATTENUATION INSULATION IN STUD SPACE.

7 5/8" 2 HOUR RATED CMU WALL

3 HOUR RATED FURRED MASONRY WALL w/ ONE LAYER OF 5/8" TYPE 'X' GWB ON ONE SIDE OF 7 5/8" 2 HOUR RATED CMU WALL w/ 7/8" FURRING CHANNEL @ MAX. 24" O.C.

2 HOUR RATED CHASE WALL w/ TWO LAYER OF 5/8" TYPE 'X' GWB ON EACH SIDE OF A DOUBLE ROW OF 1 5/8" METAL STUDS SPACED 24" O.C. 1 1/2" SOUND ATTENUATION INSULATION IN STUD SPACE.

2 HOUR RATED FURRED MASONRY WALL w/ TWO LAYER OF 5/8" TYPE 'X' GWB ON THE OTHER SIDE OF THE DOUBLE ROW METAL STUDS . 1 1/2" SOUND ATTENUATION INSULATION IN STUD SPACE.

EXTERIOR WALL WITH 3 1/2" FACE BRICK, 1" AIR SPACE AND 1" R5 RIGID INSULATION, WATER PROOFING MEMBRANE, AND EXTERIOR SHEATHING, SUPPORTED BY 6" METAL STUD 16" O.C. WITH R19 BATT INSULATION AND 2-HOUR FIRE RATED TYPE X SHEATHING ON INTERIOR SIDE

FACE BRICK/CONCRETE MASONRY 2 HOUR RATED EXTERIOR WALL w/ 7 5/8" 2 HOUR RATED CMU BLOCKS LAID WITH FULL MORTAR BEDS AND WITH 9 GAGE JOINT REINFORCEMENT @ 16" O.C. VERTICALLY. MIN 1" AIR SPACE. 26 GAGE CORRUGATED METAL TIES @ MAX. 16" O.C. HORIZONTALLY AND EVERY 3 COURSE VERTICALLY. 4" BRICK VENEER LAID IN MORTAR. TWO LAYER OF 5/8" TYPE 'X' GWB ON ONE SIDE OF 7 5/8" CMU WALL w/ 1 3/4" METAL STUD @ MAX. 16" O.C.

BRICK WALL

MICHAEL KANG, RA

KEY PLAN 78th STREET (50' WIDE)

FINISH SCHEDULE FLOOR

ROOM NAME

MATERIAL

BASE

MATERIAL

CELLAR

EXIT STAIRS

CONC./VCT

VINYL

CONC./GYP.

PTD.

GYP.

PTD.

VARIES

MECHANICAL ROOM

CONC.

C.BLK. / CONC.

PTD.

GYP.

PTD.

8'-10 1/4"

METER ROOMS

CONC.

C.BLK. / CONC.

PTD.

GYP.

PTD.

8'-10 1/4"

CORRIDOR

S.T

GYP.

PTD.

GYP.

PTD.

8'-10 1/4"

ACCESSORY STORAGE

WD.

C.BLK. / GYP.

PTD.

GYP.

PTD.

8'-10 1/4"

1ST FL.

2ND TO 4TH FL.

BATHROOM

C.T./S.T.

GYP.

PTD.

8'-4 7/8"

EXIT STAIRS

CONC./VCT

VINYL

C.BLK./GYP.

PTD.

GYP.

PTD.

VARIES

GARAGE

CONC.

C.BLK

PTD.

GYP.

PTD.

8'-10 1/4"

CORRIDOR

S.T

S.T.

GYP.

PTD.

GYP.

PTD.

8'-10 1/4"

LIVING ROOM

C.BLK. / GYP.

PTD.

GYP.

PTD.

8'-10 1/4"

KITCHEN/ KITTE

C.T./S.T.

GYP.

PTD.

8'-10 1/4"

BATHROOM

C.T./S.T.

GYP.

PTD.

8'-4 7/8"

BEDROOM

GYP.

PTD.

GYP.

PTD.

8'-10 1/4"

EXIT STAIRS

CONC./VCT

VINYL

C.BLK./GYP.

PTD.

GYP.

PTD.

VARIES

CORRIDOR

S.T

S.T.

GYP.

PTD.

GYP.

PTD.

8'-10 1/4"

LIVING ROOM

GYP.

PTD.

GYP.

PTD.

8'-10 1/4"

KITCHEN/ KITTE

C.T./S.T.

GYP.

PTD.

8'-10 1/4"

BATHROOM

C.T./S.T.

GYP.

PTD.

8'-4 7/8"

BEDROOM

GYP.

PTD.

GYP.

PTD.

8'-10 1/4"

ABBRERIATIONS A.C.C.T C.BLK

REMARKS

ACOUSTIC CEILING TILE CONCRETE BLOCK

ALL EXIT STAIRS TO BE CONCRETE POURED STEEL PAN STAIRS

DATE

REV.#

DESCRIPTION

PROJECT

45-13 78TH STREET QUEENS, NEW YORK ALL EXIT STAIRS TO BE CONCRETE POURED STEEL PAN STAIRS

WINDOW & DOOR SCHEDULE PARTITION TYPES SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

CONC. C.Y. GYP.

CONCRETE CERAMIC TILE GYPSUM BOARD

PTD. S.T. T.B.D.

PAINTED STONE TILE TO BE DETERMINED

WD VCT

WOOD VINYL COMPOSITION TILE

A-301.00 PAGE No:

13 OF 23

MICHAEL KANG, RA

KEY PLAN

SUPPORTING DOCUMENTATION REFERENCE: ROOF TYPE

78th STREET (50' WIDE)

EN-101

EXTERIOR WALL TYPE

EN-101

FOUNDATION TYPE

EN-101

BASEMENT/ CELLAR WALL TYPE

EN-101

WINDOWS TYPE

A-301

DOORS TYPE

A-301

PROGRESS INSPECTIONS

EN-106

DATE

REV.#

DESCRIPTION

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

ENERGY ANALYSIS ENVELOPE SEAL & SIGNATURE

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER R4 (RESIDENTIAL ENERGY EFFICIENCY)

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

EN-100.00 PAGE No:

14 OF 23

MICHAEL KANG, RA

KEY PLAN 78th STREET (50' WIDE)

DATE

REV.#

DESCRIPTION

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

ENERGY ANALYSIS WALL DETAILS SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

EN-101.00 PAGE No:

15 OF 23

MICHAEL KANG, RA

THERMAL ENVELOPE EAST WALL

THERMAL ENVELOPE WEST WALL (78TH STREET) WEST WALL (78TH STREET) RESIDENTIAL BRICK / METAL FRAME 798.84 - 30.00(BAL.) = 768.84 S.F. ROOF DECK

THERMAL ENVELOPE SOUTH WALL EAST WALL RESIDENTIAL BRICK / METAL FRAME 995.83 - 28.77(BAL.) = 967.06 S.F. ROOF DECK

28.58 S.F. PF=0.34 PF=0.61

BAL.3 PF=0.56

PF=0.31

BAL.2

BAL.4 26.88 S.F.

TOTAL AREA OF LOUVER ON BRICK/ METAL FRAME WALL = 41.58 S.F.

PF=0.56

PF=0.61

BAL.2

PF=0.61

TOTAL AREA OF LOUVER ON BRICK/ METAL FRAME WALL = 74.69 S.F.

BAL.3 26.88 S.F.

PF=0.56

PF=0.31

PF=0.56

BAL.1

TOTAL AREA OF BALCONY 1 TO 2 & ROOF DECK = 30.00 S.F.

PF=0.34

TOTAL AREA OF BALCONY 3 TO 4 & ROOF DECK = 28.77 S.F.

PF=0.34

BAL.1 PF=0.56

CANOPY 9.33 S.F.

TER.1

PF=0.52

PF=0.52 PF=0.4

PF=0.4

RIGHT WALL(SOUTH) OF RECESSED BALCONY 1 TO 3 ON WEST WALL (BRICK / METAL FRAME) TOTAL = 82.34 S.F.

WEST WALL (78TH STREET) BELOW GRADE WALL RESIDENTIAL 12" SOLID CONCRETE =197.12 S.F.

KEY PLAN 78th STREET (50' WIDE)

RECESSED PORTION CANOPY SOFFIT = 12.44 S.F.

2TH FL. TERRACE (ROOF OF 1ST FL.) = 16.47 S.F.

SOUTH WALL RESIDENTIAL 8" CMU WALL / BRICK = 1,935.35 S.F.

DATE

REV.#

DESCRIPTION

PROJECT

BUILDING ROOF = 927.25 S.F.

45-13 78TH STREET QUEENS, NEW YORK

ENERGY ANALYSIS ENVELOPE

SOUTH WALL BELOW GRADE WALL RESIDENTIAL 12" SOLID CONCRETE =438.78 S.F.

SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER R4 (RESIDENTIAL ENERGY EFFICIENCY)

EN-102.00 PAGE No:

16 OF 23

LIGHTING CONTROL NARRATIVES IN COMPLIANCE WITH 2016 NYC ECC: C405.1 GENERAL (MANDATORY). THIS SECTION COVERS LIGHTING SYSTEM CONTROLS, THE MAXIMUM LIGHTING POWER FOR INTERIOR AND EXTERIOR APPLICATIONS AND ELECTRICAL ENERGY CONSUMPTION. EXCEPTION: DWELLING UNITS WITHIN COMMERCIAL BUILDINGS SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS C405.2 THROUGH C405.5, PROVIDED THAT THEY COMPLY WITH SECTION R404.1. C405.2 LIGHTING CONTROLS (MANDATORY). LIGHTING SYSTEMS SHALL BE PROVIDED WITH CONTROLS AS SPECIFIED IN SECTIONS C405.2.1, C405.2.2, C405.2.3, C405.2.4 AND C405.2.5. LIGHTING CONTROLS SHALL BE COMMISSIONED AND COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION C408.3. EXCEPTION: LIGHTING CONTROLS ARE NOT REQUIRED FOR THE FOLLOWING: 1. AREAS DESIGNATED AS SECURITY OR EMERGENCY AREAS THAT ARE REQUIRED TO BE CONTINUOUSLY LIGHTED. 2. INTERIOR EXIT STAIRWAYS, INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS. 3. EMERGENCY EGRESS LIGHTING THAT IS NORMALLY OFF. C405.2.1 OCCUPANT SENSOR CONTROLS. OCCUPANT SENSOR CONTROLS SHALL BE INSTALLED TO CONTROL LIGHTS IN THE FOLLOWING SPACE TYPES: CLASSROOMS/LECTURE/TRAINING ROOMS, CONFERENCE/MEETING/MULTIPURPOSE ROOMS, COPY/PRINT ROOMS, LOUNGES, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE OFFICES, RESTROOMS, STORAGE ROOMS, JANITORIAL CLOSETS, LOCKER ROOMS, OTHER SPACES 300 SQUARE FEET (28 M²) OR LESS THAT ARE ENCLOSED BY FLOOR-TO-CEILING HEIGHT PARTITIONS, WAREHOUSES, OPEN PLAN OFFICES.

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

C405.2.1.1 OCCUPANT SENSOR CONTROL FUNCTION. OCCUPANT SENSOR CONTROLS IN SPACES OTHER THAN WAREHOUSES SPECIFIED IN SECTION C405.2.1 SHALL COMPLY WITH THE FOLLOWING: 1. AUTOMATICALLY TURN OFF LIGHTS WITHIN 20 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE. 2. BE MANUAL ON OR CONTROLLED TO AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. EXCEPTIONS: 1. FULL AUTOMATIC-ON CONTROLS SHALL BE PERMITTED TO CONTROL LIGHTING IN OPEN PLAN OFFICE, PUBLIC CORRIDORS, STAIRWAYS, RESTROOMS, PRIMARY BUILDING ENTRANCE AREAS AND LOBBIES, AND AREAS WHERE MANUAL-ON OPERATION WOULD ENDANGER THE SAFETY OR SECURITY OF THE ROOM OR BUILDING OCCUPANTS. 2. MANUAL ON CONTROLS SHALL BE REQUIRED FOR CLASSROOMS (NOT INCLUDING SHOP CLASSROOMS, LABORATORY, CLASSROOMS, AND PRESCHOOL CLASSROOMS), CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND BREAK ROOMS, AND OFFICES SMALLER THAN 200 SQUARE FEET (18.5 M²) IN AREA. SUCH SENSORS AND CONTROLS SHALL NOT HAVE AN OVERRIDE SWITCH THAT CONVERTS FROM MANUAL-ON TO AUTOMATIC-ON FUNCTIONALITY, AND MAY HAVE A GRACE PERIOD OF UP TO 30 SECONDS TO TURN ON THE LIGHTING AUTOMATICALLY AFTER THE SENSOR HAS TURNED OFF THE LIGHTING IF OCCUPANCY IS DETECTED. 3. SHALL INCORPORATE A MANUAL CONTROL TO ALLOW OCCUPANTS TO TURN LIGHTS OFF.

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

MICHAEL KANG, RA

SUPPORTING DOCUMENTATION REFERENCE: INTERIOR & EXTERIOR LIGHTING LAYOUTS

EN-106 ~ EN-110

LIGHTING FIXTURE LEGEND

EN-103

LIGHTING CONTROLS NARRATIVES

EN-103

PROGRESS INSPECTION FOR LIGHTING

EN-106

C405.2.2.3 MANUAL CONTROLS. MANUAL CONTROLS FOR LIGHTS SHALL COMPLY WITH THE FOLLOWING: 1. SHALL BE READILY ACCESSIBLE TO OCCUPANTS. 2. SHALL B LOCATED WHERE THE CONTROLLED LIGHTS ARE VISIBLE, OR SHALL IDENTIFY THE AREA SERVED BY THE LIGHT AND INDICATE THEIR STATUS. C405.2.3 DAYLIGHT-RESPONSIVE CONTROLS. DAYLIGHT-RESPONSIVE CONTROLS COMPLYING WITH SECTION C405.2.3.1 SHALL BE PROVIDED TO CONTROL THE ELECTRIC LIGHTS WITHIN DAYLIGHT ZONES IN THE FOLLOWING SPACES: 1. SPACES WITH A TOTAL OF MORE THAN 150 WATTS OF GENERAL LIGHTING WITHIN SIDELIGHT DAYLIGHT ZONES COMPLYING WITH SECTION C405.2.3.2. GENERAL LIGHTING DOES NOT INCLUDE LIGHTING THAT IS REQUIRED TO HAVE SPECIFIC APPLICATION CONTROL IN ACCORDANCE WITH SECTION C405.2.4. 2. SPACES WITH A TOTAL OF MORE THAN 150 WATTS OF GENERAL LIGHTING WITHIN TOPLIGHT DAYLIGHT ZONES COMPLYING WITH SECTION C405.2.3.3. EXCEPTIONS: DAYLIGHT RESPONSIVE CONTROLS ARE NOT REQUIRED FOR THE FOLLOWING: 1. SPACES IN HEALTH CARE FACILITIES WHERE PATIENT CARE IS DIRECTLY PROVIDED. 2. DWELLING UNITS AND SLEEPING UNITS. 3. LIGHTING THAT IS REQUIRED TO HAVE SPECIFIC APPLICATION CONTROL IN ACCORDANCE WITH SECTION C405.2.4. 4. SIDELIGHT DAYLIGHT ZONES ON THE FIRST FLOOR ABOVE GRADE IN GROUP A-2 AND GROUP M OCCUPANCIES. C405.2.3.1 DAYLIGHT-RESPONSIVE CONTROL FUNCTION. WHERE REQUIRED, DAYLIGHT-RESPONSIVE CONTROLS SHALL BE PROVIDED WITHIN EACH SPACE FOR CONTROL OF LIGHTS IN THAT SPACE AND SHALL COMPLY WITH ALL OF THE FOLLOWING: 1. LIGHTS IN TOPLIGHT DAYLIGHT ZONES IN ACCORDANCE WITH SECTION C405.2.3.3 SHALL BE CONTROLLED INDEPENDENTLY OF LIGHTS IN SIDELIGHT DAYLIGHT ZONES IN ACCORDANCE WITH SECTION C405.2.3.2. 2. DAYLIGHT RESPONSIVE CONTROLS WITHIN EACH SPACE SHALL BE CONFIGURED SO THAT THEY CAN BE CALIBRATED FROM WITHIN THAT SPACE BY AUTHORIZED PERSONNEL. 3. CALIBRATION MECHANISMS SHALL BE READILY ACCESSIBLE. 4. WHERE LOCATED IN OFFICES, CLASSROOMS, LABORATORIES AND LIBRARY READING ROOMS DAYLIGHT RESPONSIVE CONTROLS SHALL DIM LIGHTS CONTINUOUSLY FROM FULL LIGHT OUTPUT TO 15 PERCENT OF FULL LIGHT OUTPUT OR LOWER. 5. DAYLIGHT RESPONSIVE CONTROLS SHALL BE CAPABLE OF A COMPLETE SHUTOFF OF ALL CONTROLLED LIGHTS. 6. LIGHTS IN SIDELIGHT DAYLIGHT ZONES IN ACCORDANCE WITH SECTION C405.2.3.2 FACING DIFFERENT CARDINAL ORIENTATIONS [I.E., WITHIN 45 DEGREES (0.79 RAD) OF DUE NORTH, EAST, SOUTH, WEST]SHALL BE CONTROLLED INDEPENDENTLY OF EACH OTHER. EXCEPTION: UP TO 150 WATTS OF LIGHTING IN EACH SPACE IS PERMITTED TO BE CONTROLLED TOGETHER WITH LIGHTING IN A DAYLIGHT ZONE FACING A DIFFERENT CARDINAL ORIENTATION. C405.2.3.2 SIDELIGHT DAYLIGHT ZONE. THE SIDELIGHT DAYLIGHT ZONE IS THE FLOOR AREA ADJACENT TO VERTICAL FENESTRATION WHICH COMPLIES WITH ALL OF THE FOLLOWING: 1. WHERE THE FENESTRATION IS LOCATED IN A WALL, THE DAYLIGHT ZONE SHALL EXTEND LATERALLY TO THE NEAREST FULL-LENGTH WALL, OR UP TO 1.0 TIMES THE HEIGHT FROM THE FLOOR TO THE TOP OF THE FENESTRATION, AND LONGITUDINALLY FROM THE EDGE OF THE FENESTRATION TO THE NEAREST FULL-HEIGHT WALL, OR UP TO 2 FEET (610 MM), WHICHEVER IS LESS, AS INDICATED IN FIGURE C405.2.3.2(1). 2. WHERE THE FENESTRATION IS LOCATED IN A ROOFTOP MONITOR, THE DAYLIGHT ZONE SHALL EXTEND LATERALLY TO THE NEAREST OBSTRUCTION THAT IS TALLER THAN 0.7 TIMES THE CEILING HEIGHT, OR UP TO 1.0 TIMES THE HEIGHT FROM THE FLOOR TO THE BOTTOM OF THE FENESTRATION, WHICHEVER IS LESS, AND LONGITUDINALLY FROM THE EDGE OF THE FENESTRATION TO THE NEAREST OBSTRUCTION THAT IS TALLER THAN 07. TIMES THE CEILING HEIGHT, OR UP TO 0.25 TIMES THE HEIGHT FROM THE FLOOR TO THE BOTTOM OF THE FENESTRATION, WHICHEVER IS LESS, AS INDICATED IN FIGURES C405.2.3.2(2) AND C405.2.3.2(3). 3. THE AREA OF THE FENESTRATION IS NOT LESS THAT 24 SQUARE FEET (2.23 M²). 4. THE DISTANCE FROM THE FENESTRATION TO ANY BUILDING OR GEOLOGICAL FORMATION WHICH WOULD BLOCK ACCESS TO DAYLIGHT IS GREATER THAN THE HEIGHT FROM THE BOTTOM OF THE FENESTRATION TO THE TOP OF THE BUILDING OR GEOLOGIC FORMATION. 5. WHERE LOCATED IN EXISTING BUILDINGS, THE VISIBLE TRANSMITTANCE OF THE FENESTRATION IS NOT LESS THAN 0.20.

ALLOWABLE INTERIOR LIGHTING WATTAGE SYMBOL F07 F07

MANUFACTURER

MODEL

LOCATIONS

METALAX 24 IN. FLUORESCENT WRAP LIGHT (15WATTS PER BULB, 30W PER FIXTURE)

WS432

STAIRS

METALAX 24 IN. FLUORESCENT WRAP LIGHT (15WATTS PER BULB, 30W PER FIXTURE)

WS432

UTILITY ROOMS

TOTAL ALLOWED WATTAGE COMMENTS WITH 90 MIN. BATTERY PACK AT EGRESS, ELECTRONIC BALLAST

2216

QUANTITIES

WATTAGE

240

D168

INFOR - IP65 - (15 WATTS) WATERPROOF LED LIGHT FOR BATHROOM

IF-IDL03006X

BATHROOM

270

D180

LITEBOX - 6" LED DOWNLIGHT MODULE (14 WATTS INPUT POWER))

LB6LEDA

DWELLING UNITS

1190

R16

LIGHTOLIER 5" RECESSED LIGHT (23 WATTS)

STYLE# 12593

CORRIDOR

161

GE GS14 48 IN. EXTERIOR LED LIGHT (42W)

GS14

DRIVE WAY

84 2185

TOTAL PROPOSED WATTAGE

SYMBOL

TOTAL ALLOWED WATTAGE

MANUFACTURER

MODEL

LOCATIONS

COOPER INDUSTRIES PD6 6" APERTURE COMMERCIAL RECESSED LED (21W @2000 LUMENS)

PD6

ENTRY CANOPY

(50' WIDE)

C405.2.5 EXTERIOR LIGHTING CONTROLS. LIGHTING FOR EXTERIOR APPLICATIONS OTHER THAN EMERGENCY LIGHTING THAT IS INTENDED TO BE AUTOMATICALLY OFF DURING BUILDING OPERATION, LIGHTING SPECIFICALLY REQUIRED TO MEET HEALTH AND LIFE SAFETY REQUIREMENTS OR DECORATIVE GAS LIGHTING SYSTEMS SHALL: 1. BE PROVIDED WITH A CONTROL THAT AUTOMATICALLY TURNS OFF THE LIGHTING AS A FUNCTION OF AVAILABLE DAYLIGHT. 2. WHERE LIGHTING THE BUILDING FACADE OR LANDSCAPE, THE LIGHTING SHALL HAVE CONTROLS THAT AUTOMATICALLY SHUT OFF THE LIGHTING AS A FUNCTION OF DAWN/ DUSK AND A SET OPENING AND CLOSING TIME. 3. WHERE NOT COVERED IN ITEM 2, THE LIGHTING SHALL HAVE CONTROLS CONFIGURED TO AUTOMATICALLY REDUCE THE CONNECTED LIGHTING POWER BY NOT LESS THAN 30 PERCENT FROM NOT LATER THAN MIDNIGHT TO 6 A.M., FROM ONE HOUR AFTER BUSINESS CLOSING TO ONE HOUR BEFORE BUSINESS OPENING OR DURING ANY PERIOD WHEN ACTIVITY HAS NOT BEEN DETECTED FOR A TIME OF LONGER THAN 15 MINUTES. ALL TIME SWITCHES SHALL BE ABLE TO RETAIN PROGRAMMING AND THE TIME SETTING DURING LOSS OF POWER FOR A PERIOD OF AT LEAST 10 HOURS EXCEPTION: LIGHTING FOR COVERED VEHICLE ENTRANCES OR EXITS FROM BUILDING OR PARKING STRUCTURES WHERE REQUIRED FOR SAFETY, SECURITY OR EYE ADAPTATION. C405.3 EXIT SIGNS (MANDATORY). INTERNALLY ILLUMINATED EXIT SIGNS SHALL NOT BE MORE THAN 5 WATTS PER SIDE.

DATE

REV.#

DESCRIPTION

C405.4 INTERIOR LIGHTING POWER REQUIREMENTS (PRESCRIPTIVE). A BUILDING COMPLIES WITH THIS SECTION WHERE ITS TOTAL CONNECTED LIGHTING POWER CALCULATED UNDER SECTION C405.4.1 IS NOT GREATER THAN THE INTERIOR LIGHTING POWER CALCULATED UNDER SECTION C405.4.2. C405,5 EXTERIOR LIGHTING (MANDATORY). WHERE THE POWER FOR EXTERIOR LIGHTING IS SUPPLIED THROUGH THE ENERGY SERVICE TO THE BUILDING. ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION C405.5.1 EXCEPTION: WHERE APPROVED BECAUSE OF HISTORICAL, SAFETY, SIGNAGE OR EMERGENCY CONSIDERATIONS. C405.6 ELECTRICAL ENERGY CONSUMPTION (MANDATORY). EACH DWELLING UNIT LOCATED IN A GROUP R-2 BUILDING SHALL HAVE A SEPARATE ELECTRICAL METER. C405.9.1 ELEVATOR CABS. FOR THE LUMINAIRES IN EACH ELEVATOR CAB, NOT INCLUDING SIGNALS AND DISPLAYS, THE SUM OF THE LUMENS DIVIDED BY THE SUM OF THE WATTS SHALL BE NOT LESS THAN 35 LUMENS PER WATT. VENTILATION FANS IN ELEVATORS THAT DO NOT HAVE THEIR OWN AIR-CONDITIONING SYSTEM SHALL NOT CONSUME MORE THAN 0.33 WATTS/CFM AT THE MAXIMUM RATED SPEED OF THE FAN. CONTROLS SHALL BE PROVIDED THAT WILL DE-ENERGIZE VENTILATION FANS AND LIGHTING SYSTEMS WHEN THE ELEVATOR IS STOPPED, UNOCCUPIED AND WITH ITS DOORS CLOSED FOR OVER 15 MINUTES.

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

ENERGY ANALYSIS LIGHTING

ALLOWABLE EXTERIOR LIGHTING WATTAGE

ENTRY CANOPY: 87SF X 0.25W = 22W ALLOWED TOTAL ALLOWED SUPPLEMENTAL WATTS = 600W ALLOWED

PROPOSED EXTERIOR LIGHTING WATTAGE

78th STREET

C.405.2.4 SPECIFIC APPLICATION CONTROLS. SPECIFIC APPLICATION CONTROLS SHALL BE PROVIDED FOR THE FOLLOWING: 1. DISPLAY AND ACCENT LIGHT SHALL BE CONTROLLED BY A DEDICATED CONTROL THAT IS INDEPENDENT OF THE CONTROLS FOR OTHER LIGHTING WITHIN THE ROOM OR SPACE. 2. LIGHTING IN CASES USED FOR DISPLAY CASE PURPOSES SHALL BE CONTROLLED BY A DEDICATED CONTROL THAT IS INDEPENDENT OF THE CONTROLS FOR OTHER LIGHTING WITHIN THE ROOM OR SPACE. 3. HOTEL AND MOTEL SLEEPING UNITS AND GUEST SUITES SHALL HAVE A MASTER CONTROL DEVICE THAT IS CAPABLE OF AUTOMATICALLY SWITCHING OFF ALL INSTALLED LUMINAIRES AND SWITCHED RECEPTACLES WITHIN 20 MINUTES AFTER ALL OCCUPANTS LEAVE THE ROOM. EXCEPTION: LIGHTING AND SWITCHED RECEPTACLES CONTROLLED BY CAPTIVE KEY SYSTEMS. 4. SUPPLEMENTAL TASK LIGHTING , INCLUDING PERMANENTLY INSTALLED UNDER-SHELF OR UNDER-CABINET LIGHTING, SHALL HAVE A CONTROL DEVICE INTEGRAL TO THE LUMINAIRES OR BE CONTROLLED BY A WALL-MOUNTED CONTROL DEVICE PROVIDED THAT THE CONTROL DEVICE IS READILY ACCESSIBLE. 5. LIGHTING FOR NONVISUAL APPLICATIONS, SUCH AS PLANT GROWTH AND FOOD WARMING, SHALL BE CONTROLLED BY A DEDICATED CONTROL THAT IS INDEPENDENT OF THE CONTROLS FOR OTHER LIGHTING WITHIN THE ROOM OR SPACE. 6. LIGHTING EQUIPMENT THAT IS FOR SALE OR FOR DEMONSTRATIONS IN LIGHTING EDUCATION SHALL BE CONTROLLED BY A DEDICATED CONTROL THAT IS INDEPENDENT OF THE CONTROLS FOR OTHER LIGHTING WITHIN THE ROOM OR SPACE.

MULTIFAMILY (RESIDENTIAL) 4827 SF X 0.46W = 2216W ALLOWED

PROPOSED MULTIFAMILY RESIDENTIAL LIGHTING WATTAGE

KEY PLAN

COMMENTS

600

QUANTITIES

WATTAGE

SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

TOTAL PROPOSED WATTAGE ALL EXTERIOR LIGHTING USE TIME CLOCK CONTROL AS PER 505.2.4.

EN-103.00 PAGE No:

17 OF 23

√

MICHAEL KANG ARCHITECT, PLLC.

√

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

√ √

MICHAEL KANG, RA

√

√ √

√

√ KEY PLAN 78th STREET

√

(50' WIDE)

√

√ √ √

√ √

√ DATE

REV.#

DESCRIPTION

√ PROJECT

√

45-13 78TH STREET QUEENS, NEW YORK

√

ENERGY ANALYSIS INSPECTION CHECKLIST SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER R4 (RESIDENTIAL ENERGY EFFICIENCY)

EN-104.00 PAGE No:

18 OF 23

MICHAEL KANG ARCHITECT, PLLC.

√ √ √

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

MICHAEL KANG, RA

√

√ KEY PLAN 78th STREET

√

(50' WIDE)

√ √

√

√ DATE

REV.#

DESCRIPTION

√ PROJECT

45-13 78TH STREET

√

QUEENS, NEW YORK

ENERGY ANALYSIS INSPECTION CHECKLIST SEAL & SIGNATURE

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER R4 (RESIDENTIAL ENERGY EFFICIENCY)

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

EN-105.00 PAGE No:

19 OF 23

TABLE II - PROGRESS INSPECTIONS FOR ENERGY CODE COMPLIANCE COMMERCIAL BUILDINGS (1 RCNY §5000-01 CHAPTER 5000 NYCECC)

IIA

ENVELOPE INSPECTIONS

YES

TABLE II - PROGRESS INSPECTIONS FOR ENERGY CODE COMPLIANCE COMMERCIAL BUILDINGS (1 RCNY §5000-01 CHAPTER 5000 NYCECC)

IIB

MECHANICAL AND SERVICE WATER HEATING INSPECTIONS

YES

PROTECTION OF EXPOSED FOUNDATION INSULATION: INSULATION SHALL BE VISUALLY INSPECTED TO VERIFY PROPER PROTECTION WHERE APPLIED TO THE EXTERIOR OF BASEMENT OR CELLAR WALLS, CRAWL-SPACE WALLS AND/OR THE PERIMETER OF SLAB-ON-GRADE FLOORS.

AS REQUIRED DURING FOUNDATION WORK AND PRIOR TO BACKFILL

APPROVED CONSTRUCTION DOCUMENTS

C303.2.1; ASHRAE 90.1 - 5.8.1.7

FIREPLACES: PROVISION OF COMBUSTION AIR AND TIGHT-FITTING FIREPLACE DOORS SHALL BE VERIFIED BY VISUAL INSPECTION.

PRIOR TO FINAL CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS; ANSI Z21.60 (SEE ALSO MC 904), ANSI Z21.50

C402.2.9; BC 2111; MC CHAPTERS 7, 8, 9; FGC CHAPTER 6

AS REQUIRED TO VERIFY CONTINUOUS ENCLOSURE WHILE WALLS, CEILINGS AND FLOORS ARE OPEN

APPROVED CONSTRUCTION DOCUMENTS

C303.1, C303.1.1, C303.1.2, C402.1, C402.2; ASHRAE 90.1 - 5.5, 5.6 OR 11; 5.8.1

APPROVED CONSTRUCTION DOCUMENTS; AMCA 500D

C403.2.4.4; ASHRAE 90.1 – 6.4.3.4

IIB2

SHUTOFF DAMPERS: DAMPERS FOR STAIR AND ELEVATOR SHAFT VENTS AND OTHER OUTDOOR AIR INTAKES AND EXHAUST OPENINGS INTEGRAL TO THE BUILDING ENVELOPE SHALL BE VISUALLY INSPECTED TO VERIFY THAT SUCH DAMPERS, EXCEPT WHERE PERMITTED TO BE GRAVITY DAMPERS, COMPLY WITH APPROVED CONSTRUCTION DRAWINGS. MANUFACTURER'S LITERATURE SHALL BE REVIEWED TO VERIFY THAT THE PRODUCT HAS BEEN TESTED AND FOUND TO MEET THE STANDARD.

AS REQUIRED DURING INSTALLATION

IIA2

INSULATION PLACEMENT AND R-VALUES: INSTALLED INSULATION FOR EACH COMPONENT OF THE CONDITIONED SPACE ENVELOPE AND AT JUNCTIONS BETWEEN COMPONENTS SHALL BE VISUALLY INSPECTED TO ENSURE THAT THE R-VALUES ARE MARKED, THAT SUCH R-VALUES CONFORM TO THE R-VALUES IDENTIFIED IN THE CONSTRUCTION DOCUMENTS AND THAT THE INSULATION IS PROPERLY INSTALLED. CERTIFICATIONS FOR UNMARKED INSULATION SHALL BE SIMILARLY VISUALLY INSPECTED.

APPROVED CONSTRUCTION DRAWINGS; NFRC 100, NFRC 200

APPROVED CONSTRUCTION DOCUMENTS

IIB3

HVAC AND SERVICE WATER HEATING EQUIPMENT: EQUIPMENT SIZING, EFFICIENCIES AND OTHER PERFORMANCE FACTORS OF ALL MAJOR EQUIPMENT UNITS, AS DETERMINED BY THE APPLICANT OF RECORD, AND NO LESS THAN 15% OF MINOR EQUIPMENT UNITS, SHALL BE VERIFIED BY VISUAL INSPECTION AND, WHERE NECESSARY, REVIEW OF MANUFACTURER’S DATA. POOL HEATERS AND COVERS SHALL BE VERIFIED BY VISUAL INSPECTION.

PRIOR TO FINAL PLUMBING AND CONSTRUCTION INSPECTION

C403.2, C404.2, C404.7, C406.2; ASHRAE 90.1 – 6.3, 6.4.1, 6.4.2, 6.8; 7.4, 7.8

IIA3

FENESTRATION U-FACTOR AND PRODUCT RATINGS: AS REQUIRED DURING U-FACTORS, SHGC AND VT VALUES OF INSTALLED INSTALLATION FENESTRATION SHALL BE VISUALLY INSPECTED FOR CONFORMANCE WITH THE U-FACTORS, SHGC AND VT VALUES IDENTIFIED IN THE CONSTRUCTION DRAWINGS BY VERIFYING THE MANUFACTURER'S NFRC LABELS OR, WHERE NOT LABELED, USING THE RATINGS IN ECC TABLES C303.1.3(1), (2) AND (3). FENESTRATION AIR LEAKAGE: WINDOWS, SKYLIGHTS AND SLIDING OR SWINGING DOOR ASSEMBLIES, EXCEPT SIT-BUILT WINDOWS AND/ OR DOORS, SHALL BE VISUALLY INSPECTED TO VERIFY THAT INSTALLED ASSEMBLIES ARE LISTED AND LABELED BY THE MANUFACTURER TO THE REFERENCED STANDARD.

AS REQUIRED DURING INSTALLATION; PRIOR TO FINAL CONSTRUCTION INSPECTION

NFRC 400, AAMA/WDMA/CSA 101/ C402.3; ASHRAE I.S.2/A400 ASTM E283; ANSI/DASMA 90.1 - 5.4.3.2 105

AFTER INSTALLATION AND PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION, EXCEPT THAT FOR CONTROLS WITH SEASONALLY DEPENDENT FUNCTIONALITY, SUCH TESTING SHALL BE PERFORMED BEFORE SIGN-OFF FOR ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY

APPROVED CONSTRUCTION DOCUMENTS, INCLUDING CONTROL SYSTEM NARRATIVES; ASHRAE GUIDELINE 1: THE HVAC COMMISSIONING PROCESS WHERE APPLICABLE

C403.2.4, C403.2.5.1, C403.2.11, C403.3, C403.4, C404.3, C404.6, C404.7; ASHRAE 90.1 – 6.3, 6.4, 6.5, 7.4.4, 7.4.5

PRIOR TO FINAL CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C402.3; ASHRAE 90.1 - 5.5.4.2, 5.6 OR 11

HVAC AND SERVICE WATER HEATING SYSTEM CONTROLS: NO LESS THAN 20% OF EACH TYPE OF REQUIRED CONTROLS AND ECONOMIZERS SHALL BE VERIFIED BY VISUAL INSPECTION AND TESTED FOR FUNCTIONALITY AND PROPER OPERATION. SUCH CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO:  THERMOSTATIC  SET POINT OVERLAP RESTRICTION  OFF-HOUR  SHUTOFF DAMPER  SNOW-MELT SYSTEM  DEMAND CONTROL SYSTEMS  OUTDOOR HEATING SYSTEMS  ZONES  ECONOMIZERS  AIR SYSTEMS  VARIABLE AIR VOLUME FAN  SINGLE ZONE COOLING SYSTEMS  HYDRONIC SYSTEMS  HEAT REJECTION EQUIPMENT FAN SPEED  COMPLEX MECHANICAL

AS REQUIRED DURING AIR SEALING AND INSULATION - VISUAL INSPECTION: ENVELOPE CONSTRUCTION OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE, INCLUDING SITE-BUILT FENESTRATION AND DOORS, SHALL BE VISUALLY INSPECTED TO VERIFY THAT A CONTINUOUS AIR BARRIER AROUND THE . ENVELOPE FORMS AN AIR-TIGHT ENCLOSURE. THE PROGRESS INSPECTOR SHALL VISUALLY INSPECT TO VERIFY THAT MATERIALS AND/ OR ASSEMBLIES HAVE BEEN TESTED AND MEET THE REQUIREMENTS OF THE RESPECTIVE STANDARDS, OR THAT THE BUILDING IS TESTED AND MEETS THE REQUIREMENTS OF THE STANDARD, IN ACCORDANCE WITH THE STANDARD(S) CITED IN THE APPROVED PLANS

APPROVED CONSTRUCTION DOCUMENTS; ASTM E2178; ASTM E2357; ASTM E1677, ASTM E779, ASTM E283

C402.4; ASHRAE 90.1 - 5.4.3.1

AIR SEALING AND INSULATION - TESTING: NEW PRIOR TO FINAL BUILDING OF A CERTAIN SIZE MUST COMPLY WITH THE CONSTRUCTION FOLLOWING REQUIREMENTS. NEW BUILDINGS 25,000 TO INSPECTION 50,000 S,F., AND LESS THAN OR EQUAL TO 75 FT IN HEIGHT MUST SHOW COMPLIANCE THROUGH TESTING IN ACCORDANCE WITH ASTM E 799 AT 75 PA AND NOT EXCEED 0.4 CFM/FT². NEW BUILDINGS 50,000 S.F. AND GREATER, SHALL TEST OR INSPECT EACH TYPE OF UNIQUE AIR BARRIER JOINT OR SEAM IN THE BUILDING ENVELOPE FOR CONTINUITY AND DEFECTS, AS PER AN AIR BARRIER CONTINUITY PLAN DEVELOPED BY A REGISTERED DESIGN PROFESSIONAL AND DEPARTMENT RULES. RULES GOVERNING AIR BARRIER TESTING PROMULGATED BY THE DEPARTMENT.

APPROVED CONSTRUCTION DOCUMENTS, ASTM E 779

LOADING DOCK WEATHERSEALS: WEATHERSEALS AT LOADING DOCKS SHALL BE VISUALLY VERIFIED.

APPROVED CONSTRUCTION DOCUMENTS

IIB5

HVAC INSULATION AND SEALING: INSTALLED DUCT AND PIPING INSULATION SHALL BE VISUALLY INSPECTED TO VERIFY PROPER INSULATION PLACEMENT AND VALUES. JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS AND CONNECTIONS IN DUCTWORK SHALL BE VISUALLY INSPECTED FOR PROPER SEALING.

AFTER INSTALLATION AND PRIOR TO CLOSING SHAFTS, CEILINGS AND WALLS

APPROVED CONSTRUCTION DOCUMENTS; SMACNA DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE

C403.2.7, C403.2.8, C404.5, MC 603.9; ASHRAE 90.1 – 6.3, 6.4.4, 6.8.2, 6.8.3; 7.4.3

IIB6

DUCT LEAKAGE TESTING: FOR DUCT SYSTEMS DESIGNED TO OPERATE AT STATIC PRESSURES IN EXCESS OF 3 INCHES W.G. (746 PA), REPRESENTATIVE SECTIONS, AS DETERMINED BY THE PROGRESS INSPECTOR, TOTALING AT LEAST 25% OF THE DUCT AREA, PER ECC C403.2.7.1.3, SHALL BE TESTED TO VERIFY THAT ACTUAL AIR LEAKAGE IS BELOW ALLOWABLE AMOUNTS.

AFTER INSTALLATION AND SEALING AND PRIOR TO CLOSING SHAFTS, CEILINGS AND WALLS

APPROVED C403.2.7.1.3; CONSTRUCTION ASHRAE 90.1 – DOCUMENTS; SMACNA 6.4.4.2.2 HVAC AIR DUCT LEAKAGE TEST MANUAL

PRIOR TO SIGN-OFF OR ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY

APPROVED C303.3, CONSTRUCTION C408.2.5.2; DOCUMENTS, ASHRAE 90.1 – 4.2.2.3, 6.7.2.2, INCLUDING 8.7.2, 9.7.2.2 ELECTRICAL DRAWINGS WHERE APPLICABLE; ASHRAE GUIDELINE 4: PREPARATION OF OPERATING AND MAINTENANCE DOCUMENTATION FOR BUILDING SYSTEMS

IIA4

C303.1, C303.1.3, C402.3; ASHRAE 90.1 - 5.5; 5.6 OR 11; 5.8.2

IIA5

IIA6

IIA7

IIA8

IIA9

FENESTRATION AREAS: DIMENSIONS OF WINDOWS, DOORS AND SKYLIGHTS SHALL BE VERIFIED BY VISUAL INSPECTION.

PRIOR TO FINAL CONSTRUCTION INSPECTION

VESTIBULES: REQUIRED ENTRANCE VESTIBULES SHALL PRIOR TO FINAL BE VISUALLY INSPECTED FOR PROPER OPERATION. CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

IIB4

C402.4.6; ASHRAE 90.1 - 5.4.3.3

C402.4.7; ASHRAE 90.1 - 5.4.3.4

IID IIC

IIC2

IIC3

IIC4

ELECTRICAL POWER AND LIGHTING SYSTEMS ELECTRICAL ENERGY CONSUMPTION: THE PRESENCE AND OPERATION OF INDIVIDUAL METERS OR OTHER MEANS OF MONITORING INDIVIDUAL APARTMENTS SHALL BE VERIFIED BY VISUAL INSPECTION FOR ALL APARTMENTS AND WHERE REQUIRED IN A COVERED TENANT SPACE

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C405.7

LIGHTING IN DWELLING UNITS: LAMPS IN PERMANENTLY INSTALLED LGHTING FIXTURES SHALL BE VISUALLY INSPECTED TO VERIFY COMPLIANCE WITH HIGH-EFFICACY REQUIREMENTS.

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C405.1; ASHRAE 90.1 - 9.1.1

INTERIOR LIGHTING POWER: INSTALLED LIGHTING SHALL BE VERIFIED FOR COMPLIANCE WITH THE LIGHTING POWER ALLOWANCE BY VISUAL INSPECTION OF FIXTURES, LAMPS, BALLASTS AND TRANSFORMERS.

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C405.5, C406.3; ASHRAE 90.1 - 9.1, 9.2, 9.5, 9.6; IRCNY

EXTERIOR LIGHTING POWER: INSTALLED LIGHTING SHALL BE VERIFIED FOR COMPLIANCE WITH SOURCE EFFICACY AND/OR THE LIGHTING POWER ALLOWANCE BY VISUAL INSPECTION OF FIXTURES, LAMPS, BALLASTS AND RELEVANT TRANSFORMERS.

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C405.6; ASHRAE 90.1 - 9.4.3; IRCNY

LIGHTING CONTROLS: EACH TYPE OF REQUIRED LIGHTING CONTROLS, INCLUDING:

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C405.2; ASHRAE 90.1 - 9.4.1 (AS MODIFIED BY SECTION ECC A102)

IIC5

- OCCUPANT SENSORS - MANUAL INTERIOR LIGHTING CONTROLS - LIGHT-REDUCTION CONTROLS - AUTOMATIC LIGHTING SHUT-OFF - DAYLIGHT ZONE CONTROLS - SLEEPING UNIT CONTROLS - EXTERIOR LIGHTING CONTROLS

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

MICHAEL KANG, RA

SYSTEMS SERVING MULTIPLE ZONES VENTILATION ENERGY RECOVERY SYSTEMS HOT GAS BYPASS LIMITATION TEMPERATURE SERVICE WATER HEATING HOT WATER SYSTEM POOL HEATER AND TIME SWITCHES EXHAUST HOODS RADIANT HEATING SYSTEMS. HVAC CONTROL IN GROUP R-1 SLEEPING ROOMS

         

CONTROLS WITH SEASONALLY DEPENDENT FUNCTIONALITY: CONTROLS WHOSE COMPLETE OPERATION CANNOT BE DEMONSTRATED DUE TO PREVAILING WEATHER CONDITIONS TYPICAL OF THE SEASON DURING WHICH PROGRESS INSPECTIONS WILL BE PERFORMED SHALL BE PERMITTED TO BE SIGNED OFF FOR THE PURPOSE OF A TEMPORARY CERTIFICATE OF OCCUPANCY WITH ONLY A VISUAL INSPECTION, PROVIDED, HOWEVER, THAT THE PROGRESS INSPECTOR SHALL PERFORM A SUPPLEMENTAL INSPECTION WHERE THE CONTROLS ARE VISUALLY INSPECTED AND TESTED FOR FUNCTIONALITY AND PROPER OPERATION DURING THE NEXT IMMEDIATE SEASON THEREAFTER. THE OWNER SHALL PROVIDE FULL ACCESS TO THE PROGRESS INSPECTOR WITHIN TWO WEEKS OF THE PROGRESS INSPECTOR'S REQUEST FOR SUCH ACCESS TO PERFORM THE PROGRESS INSPECTION. FOR SUCH SUPPLEMENTAL INSPECTIONS, THE DEPARTMENT SHALL BE NOTIFIED BY THE APPROVED PROGRESS INSPECTION AGENCY OF ANY UNRESOLVED DEFICIENCIES IN THE INSTALLED WORK WITHIN 180 DAYS OF SUCH SUPPLEMENTAL INSPECTION.

C402.5.1.3

MICHAEL KANG ARCHITECT, PLLC.

KEY PLAN 78th STREET (50' WIDE)

OTHER MAINTENANCE INFORMATION: MAINTENANCE MANUALS FOR MECHANICAL, SERVICE HOT WATER AND ELECTRICAL EQUIPMENT AND SYSTEMS REQUIRING PREVENTIVE MAINTENANCE SHALL BE REVIEWED FOR APPLICABILITY TO INSTALLED EQUIPMENT AND SYSTEMS BEFORE SUCH MANUALS ARE PROVIDED TO THE OWNER. LABELS REQUIRED FOR SUCH EQUIPMENT OR SYSTEMS SHALL BE INSPECTED FOR ACCURACY AND COMPLETENESS.

DATE

REV.#

DESCRIPTION

PROJECT

45-13 78TH STREET

§101-07(c)(3)(v) (C)4

QUEENS, NEW YORK

§101-07(c)(3)(v) (C)4

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER R4 (RESIDENTAIL ENERGY EFFICIENCY)

ENERGY ANALYSIS PROGRESSIVE INSPECTIONS SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

SHALL BE VERIFIED BY VISUAL INSPECTION AND TESTED FOR FUNCTIONALITY AND PROPER OPERATION.

IIC6

ELECTRIC MOTORS (INCLUDING BUT NOT LIMITED TO FAN MOTORS): WHERE REQUIRED BY THE CONSTRUCTION DOCUMENTS FOR ENERGY CODE COMPLIANCE, MOTOR LISTING OR LABELS SHALL BE VISUALLY INSPECTED TO VERIFY THAT THEY COMPLY WITH THE RESPECTIVE ENERGY REQUIREMENTS IN THE CONSTRUCTION DOCUMENTS.

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C402.3; ASRAE 90.1 - 5.5.4, 5.6 OR 11

EN-106.00 PAGE No:

20 OF 23

INTERIOR (RESIDENTIAL) F07: (2) @ 30W = 60W R16: (4) @ 23W = 92W D180: (13) @ 14W = 182W D168: (2) @ 15W = 30W

INTERIOR (RESIDENTIAL) F07: (5) @ 30W = 150W R16: (3) @ 23W = 69W D180: (8) @ 14W = 112W D168: (2) @ 15W = 30W

MICHAEL KANG, RA

EXTERIOR (RESIDENTIAL) PD6: (3) @ 21W = 63W PD6

PD6

LIGHT FIXTURES WITHIN SIDELIGHT DAYLIGHT ZONE IN LOBBY = 23W x 2 = 46W DAYLIGHT-RESPONSIVE CONTROLS AS PER C405.2.3

SSS

PD6

F07

R16

G01

F07

7'-8"

F07

R16

R16 R16 R16

F07

G01

R16

SS F07

D180

SSS

D180 D180 D180

D168

KEY PLAN

78th STREET (50' WIDE)

D180 D180

D180

D180 D180

D180

D180 D180

D180

DATE

REV.#

DESCRIPTION

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

CELLAR FLOOR REFLECTED CEILING PLAN 1/4" = 1'-0"

1ST FLOOR REFLECTED CEILING PLAN 1/4" = 1'-0"

CELLAR & FL1 REFLECTED CEILING PLANS SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

EN-107.00 PAGE No:

21 OF 23

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

INTERIOR (RESIDENTIAL) F07: (1) @ 30W = 30W D180: (21) @ 14W = 294W D168: (6) @ 15W = 90W

D180

INTERIOR (RESIDENTIAL) F07: (3) @ 30W = 90W D180: (23) @ 14W = 322W D168: (4) @ 15W = 60W

D180

MICHAEL KANG, RA

D180

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

D180

F07

D180

D168

D180

F07

D180

F07

D180

D168

D180

D168

KEY PLAN S

D180

D168

78th STREET (50' WIDE)

D168

D180

D168

D180

DATE

REV.#

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

3RD ~ 4TH FLOOR REFLECTED CEILING PLAN 1/4" = 1'-0"

DESCRIPTION

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

FL2 & FL3 ~ FL4 REFLECTED CEILING PLANS SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

EN-108.00 PAGE No:

22 OF 23

MICHAEL KANG, RA

INTERIOR (RESIDENTIAL) F07: (2) @ 30W = 60W

F07

KEY PLAN 78th STREET (50' WIDE)

STAIR BULKHEAD REFLECTED CEILING PLAN 1/4" = 1'-0"

DATE

REV.#

DESCRIPTION

PROJECT

45-13 78TH STREET QUEENS, NEW YORK

STAIR BULKHEAD REFLECTED CEILING PLAN SEAL & SIGNATURE

DATE: 01/20/2017 PROJECT No: DRAWING BY: K CHK BY: MK DWG No:

EN-109.00 PAGE No:

23 OF 23

139-04 Hillside Avenue

Michael Kang Architect

Mixed-use hotel design in Queens, New York 2017.1 - present Project responsibilities: Design, zoning & energy analysis, project devlepoment, construction documentation

PLOT PLAN

(SCALE: 3/32" = 1'-0")

PROPERTY INFORMATION 139-04 HILLSIDE AVE, JAMAICA, NY (JAMAICA SPECIAL DISTRICT (DJ)) BLOCK: 9685 LOT: 52 ZONING DISTRICT: C2-4 IN R6A ZONING MAP: 14d CONSTRUCTION CLASS: I-B USE GROUP: 5A, 6A, 2 OCCUPANCY GROUP: R-1, R-2

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

4 STORY COMMERCIAL & 2 STORY RESIDENTIAL BUILDING

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

PROPERTY FRONTAGE WIDTH = 85.71' + 70.00' = 155.71'

MICHAEL KANG, RA

STREET TREE PLANTING NOTES TOTAL NUMBER OF: TREE REQUIRED BY NYC ZR 26-41 = 155.71' / 25 = 6 EXISTING TREES TO REMAIN = 1 EXISTING TREES TO BE REMOVED/ RELOCATED w/ NYC PARK DOCUMENTATION = 0 PROPOSED TREES TO BE PLANTED ON SITE = 1 TREES TO BE PLANTED OFF SITE = 0 TREES TO PAY INTO TREE FUND = 4

⅊

MEAN CURB LEVEL CALCULATION

⅊ ⅊

KEY PLAN

SKY EXPOSURE PLANE

ZONING MAP (14d)

DATE

REV.#

DESCRIPTION

PROJECT

PROPOSED SITE: 139-04 HILLSIDE AVE, JAMAICA, NY (JAMAICA SPECIAL DISTRICT (DJ)) BLOCK: 9685 LOT: 52 ZONING DISTRICT: C2-4 IN R6A

139-04 HILLSIDE AVE JAMAICA, NEW YORK

SITE PLAN & ZONING MAP SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

Z-101.00 PAGE No:

1 of 33

GENERAL NOTES 1.

ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK CITY BUILDING CODES. 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 START OF WORK. 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. 6. THE CONTRACTOR IS TO RETAIN A LICENSED PROFESSIONAL ENGINEER AS PART OF HIS CONTRACT, ON BEHALF OF THE OWNER TO PERFORM AL REQUIRED CONTROLLED INSPECTION WORK AS MAY BE REQUIRED. 7. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO INSURE THE SAFETY AFFECTED BY THIS WORK. 8. FIVE DAYS PRIOR NOTICE SHALL BE GIVEN TO THE ADJOINING PROPERTY OWNERS AFFECTED BY THIS WORK. 9. THERE ARE STRUCTURAL CHANGES TO BE MADE UNDER THIS APPLICATION. 10. DRAPES, CURTAINS, DECORATIONS, SCENERY TO BE FLAME PROOF AS PER B.S.A. CAL. 21 SEC C19-161-1. 11. ALL MATERIALS, ASSEMBLIES, FORMS, AND METHODS OF CONSTRUCTION & SERVICE EQUIPMENTS SHALL MEET THE FOLLOWING REQUIREMENTS: 2.

A. B. C.

IT SHALL HAVE BEEN ACCEPTED PRIOR TO THE EFFECTIVE DATE OF CODE. IT SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED CODE TEST METHOD BY THE COMMISSIONER. IT SHALL HAVE BEEN ACCEPTED BY THE BOARD OF STANDARDS AND APPEAL.

HOUSING MAINTENANCE NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18.

BUILDING SHALL COMPLY WITH SEC. D26-16.03 H.M.C. : DRAINAGE OF ROOFS AND COURTYARDS BUILDING SHALL COMPLY WITH SEC. D26-17.01 H.M.C. : CENTRAL HEATING BUILDING SHALL COMPLY WITH SEC. D26-17.07 H.M.C. : SUPPLY HOT WATER BUILDING SHALL COMPLY WITH SEC. D26-17.09 H.M.C. : GAS FIRE OR ELECTRIC HEATER WHERE PERMITTED BUILDING SHALL COMPLY WITH SEC. D26-19.07 H.M.C. : LIGHTS IN ENTRANCE WAYS AND AT YARDS AND COURTS BUILDING SHALL COMPLY WITH SEC. D26-19.05 H.M.C. : LIGHTING IN PUBLIC HALLS & STAIRS BUILDING SHALL COMPLY WITH SEC. D26-20.01 H.M.C. : PEEPHOLES IN ENTRANCE DOORS TO APARTMENTS BUILDING SHALL COMPLY WITH SEC. D26-20.03 H.M.C. : MIRRORS IN SELF SERVICE ELEVATORS BUILDING SHALL COMPLY WITH SEC. D26-21.01 H.M.C. : MAIL SERVICE BUILDING SHALL COMPLY WITH SEC. D26-21.03 H.M.C. : FLOOR SIGNS TO INDICATE FLOORS BUILDING SHALL COMPLY WITH SEC. D26-21.05 H.M.C. : STREET NUMBERS ON THE DWELLING BUILDING SHALL COMPLY WITH SEC. D26-22.03 H.M.C. : JANITORIAL SERVICES BUILDING SHALL COMPLY WITH SEC. D26-30.07 H.M.C. : LIGHTING AND VENTILATION OF LIVING ROOMS BUILDING SHALL COMPLY WITH SEC. D26-41.17 H.M.C. : REGISTRATION, TIME TO FILE BUILDING SHALL COMPLY WITH SEC. D26-41.17 H.M.C. : IDENTIFICATION OF MANAGING AGENT OR OWNER BUILDING SHALL COMPLY WITH SEC. D26-41.15 H.M.C. : POSTING OF SERIAL NUMBER BUILDING SHALL COMPLY WITH SEC. D26-14.03 H.M.C. : RECEPTACLES FOR GARBAGE BUILDING SHALL COMPLY WITH SEC. D26-14.05 H.M.C. : COLLECTION OF GARBAGE

CARBON MONOXIDE & SMOKE DETECTOR NOTES 1.

FIRE WALL FIRE-RESISTANCE RATINGS

MULTIPLE DWELLING LAW OF .N.Y. STATES

DWELLING UNITS SHALL BE EQUIPPED WITH CARBON MONOXIDE & SMOKE DETECTING DEVICES RECEIVING THEIR 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 LABORATORY THAT MAINTAINS PERIODIC INSPECTIONS OF PRODUCTION OF LISTED EQUIPMENT AND WHOSE LISTING STATES THAT EQUIPMENT MEETS NATIONALLY RECOGNIZED STANDARDS NO DEVICE SHALL 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 RS-17-14. 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 HARDWIRED CARBON MONOXIDE DETECTORS SHALL COMPLY WITH BC 907 AND INSTALLED IN ACCORDANCE WITH BC 907. IT SHALL BE PROVIDED IN EVERY DWELLING UNIT WITHIN FIFTEEN FEET OF THE PRIMARY ENTRANCE OF EACH BEDROOM

ALLOWABLE HEIGHT AND BUILDING AREA TYPE OF CONSTRUCTION

(TABLE 503) PROPOSED

OCCUPANCY GROUP

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

DRAWING LIST

(BC TABLE 706.4)

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

√

F-1, H-3, H-5, M, S-1

√

ARTICLE 1. 2. 3. 4.

INTRODUCING PROVISIONS; DEFINITIONS [ SECTIONS 1-4 ] MISCELLANEOUS APPLICATION PROVISIONS [ SECTIONS 8-14 ] MULTIPLE DWELLINGS, GENERAL PROVISIONS [ SECTIONS 25-84] FIREPROOF MULTIPLE DWELLINGS [ SECTIONS 100-117 ]

ARTICLE 1

INTRODUCTORY PROVISIONS; DEFINITIONS

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

SHORT TITLE LEGISLATIVE FINDING APPLICATION TO CITIES, TOWNS AND VILLAGES DEFINITIONS

FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES BETWEEN FIRE AREAS (BC TABLE 707.3.9)

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

ARTICLE 3

MULTIPLE DWELLINGS - GENERAL PROVISIONS

SECTION 25.

APPLICATION OF ARTICLE 3 TITLE 1 - LIGHT AND AIR

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

HEIGHT, BULK AND OPEN SPACE TWO OR MORE BUILDING ON THE SAME LOT. PAINTING OF COURTS AND SHAFTS LIGHTING AND VENTILATION 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 TITLE 2 - FIRE PROTECTION AD SAFETY

SECTION 50. SECTION 50-B. SECTION 50-C. SECTION 51. SECTION 51-A. SECTION 51-B. SECTION 51-C. SECTION 52. SECTION 53. SECTION 54. SECTION 55. SECTION 56. SECTION 57. SECTION 58. SECTION 59. SECTION 60. SECTION 61. SECTION 62. SECTION 63. SECTION 64. SECTION 65. SECTION 66. SECTION 67. SECTION 68.

ENTRANCE HALLS ENTRANCES: DOOR, LOCKS, INTERCOMMUNICATION SYSTEMS RIGHT OF TENANTS TO OPERATE AND MAINTAIN A LOBBY ATTENDANT SERVICE SHAFTS, ELEVATORS AND DUMBWAITERS PEEPHOLES MIRROR IN CONNECTION WITH SELF-SERVICE ELEVATORS RIGHTS OF TENANTS TO INSTALL AND MAINTAIN A LOCKS IN CERTAIN ENTRANCE DOORS STAIRS FIRE-ESCAPES CELLAR ENTRANCE WAINSCOTING FRAME BUILDINGS AND EXTENSIONS BELLS; MAIL RECEPTACLES INCOMBUSTIBLE MATERIALS BAKERIES AND FAT BOILING MOTOR VEHICLES STORAGE BUSINESS USE PARAPETS, GUARD RAILINGS AND WIRES SUB-CURB USE LIGHTING; GAS METERS; GAS AND OIL APPLIANCES BOILER ROOMS LODGING HOUSES HOTEL AND CERTAIN OTHER CLASS A AND CLASS B DWELLINGS SMOKE DETECTING DEVICES TITLE 3 - SANITATION AND HEALTH

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

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

ARTICLE 4

FIREPROOF MULTIPLE DWELLINGS TITLE 1 - FIRE PROTECTION

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

REQUIREMENTS FOR FIREPROOF CONSTRUCTION STAIRS EGRESS FROM APARTMENTS BULKHEADS SEPARATION AND VENTILATION OF STAIRS CELLAR AND BASEMENT STAIRS PUBLIC HALLS PARTITIONS TITLE 2 - SANITATION

SECTION 115. SECTION 116. SECTION 107.

INTERIOR WATER-CLOSETS AND BATHROOMS WATER-CLOSETS IN CERTAIN CLASS B MULTIPLE DWELLINGS EMPLOYEES' WATER-CLOSETS

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

ARTICLE 2 SECTION 8. SECTION 9. SECTION 10. SECTION 11. SECTION 12. SECTION 13. SECTION 14.

√

FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS (BC TABLE 715.4)

4 3 2 1 1/2

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

INCIDENTAL USES AREAS

ROOMS THAT CONTAINS A LOW PRESSURE STEAM OR WATER BOILER REGARDLESS OF BTU PER HOUR INPUT

3 3 1 1/2 1 1/2

3 1 1/2

√

1 1/2

√

1 1

1 3/4

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

√

HEIGHT

60'-0"

AREA

12,102.07 S.F.

RESIDENTIAL (R-2)

HEIGHT

60'-0"

AREA

6,405.59 S.F.

MERCANTILE (M)

HEIGHT

60'-0"

AREA

860.56 S.F.

DEP NOTES (WASTE WATER) THE FACILITY DOES NOT CONTAIN ANY OF THE FOLLOWING FACILITY:

                                 

BAKERY BIDETS CAR WASH CHEMICALS USED PROCESSING e.g. DYE PLANTS. PHOTO LABORATORIES COMMERCIAL LAUNDRY FACILITIES WITH 2 OR MORE COIN OPERATING MACHINES DELICATESSEN/ PREMISES WHERE FOOD IS PROCESSING DENTAL OFFICES/ LABORATORIES DISTILLED BREWERIES FUNERAL PARLORS GREENHOUSES IN-GROUND IRRIGATION SPRINKLER WELLS (GROUNDWATER) MULTIPLE WATER SERVICES SEWAGE TREATMENT OR HANDLING VETERINARY OFFICES/ LABORATORIES WAREHOUSES (WITH TOXIC CHEMICALS STORAGE) WATER REUSE/ RECYCLING MEDICAL OFFICES/ LABORATORIES (INCLUDING PSYCHOLOGY & PSYCHOLOGY OFFICES THAT ADMINISTER MEDICATION) AUTO BODY/ REPAIR SHOPS BEAUTY SALONS OR BARBER SHOPS BUTCHERS (INCLUDES FISH MARKETS & LIVE STOCK) CHEMICAL TREATS BOILERS DRY-CLEANING ESTABLISHMENTS COMMERCIAL KITCHENS/ RESTAURANTS LARGE BOILERS (MORE THAN 350000 BTU) BOOSTER PUMPS GAS STATIONS AND/ OR MINI MARTS WITH SODA MACHINES OR COFFEE LINES HEAT EXCHANGERS WITH WATER (SINGLE WALL) PRESSURE TANKS PRIVATE WELLS SWIMMING POOLS/ COMMERCIAL SWIMMING POOLS METAL MANUFACTURING, CLEANING, PROCESSING OR FABRICATING PLANTS WATER COOLED EQUIPMENT OR CHILLERS WATER STORAGE TANKS

A-101.00 A-102.00 A-103.00 A-104.00 A-105.00 A-106.00 A-201.00 A-202.00 A-203.00 A-204.00 A-205.00 A-206.00 A-207.00 A-301.00 A-302.00

CELLAR PLAN 1ST FLOOR PLAN 2ND TO 4TH FLOOR PLAN 5TH TO 6TH FLOOR PLAN ROOF PLAN BULKHEAD PLAN BUILDING ELEVATION - NORTH (HILLSIDE AVE) BUILDING ELEVATION - WEST (139TH ST.) BUILDING ELEVATION - SOUTH BUILDING ELEVATION - EAST BUILDING SECTION BUILDING SECTION BUILDING SECTION PARTITION TYPES, DOOR, WINDOW & FINISH SCHEDULES ADA

EN-101.00 EN-102.00 EN-103.00 EN-104.00 EN-105.00 EN-106.00 EN-107.00 EN-108.00 EN-109.00 EN-110.00 EN-111.00 EN-112.00

ENERGY ANALYSIS - ENVELOPE & WALL DETAIL ENERGY ANALYSIS - THERMAL ENVELOPE & AREA DIAGRAMS ENERGY ANALYSIS - LIGHTING ENERGY ANALYSIS - INSPECTION CHECKLIST ENERGY ANALYSIS - INSPECTION CHECKLIST ENERGY ANALYSIS - PROGRESS INSPECTIONS CELLAR REFLECTED CEILING PLAN 1ST FLOOR REFLECTED CEILING PLAN 2ND TO 4TH FLOOR REFLECTED CEILING PLAN 5TH TO 6TH FLOOR REFLECTED CEILING PLAN ROOF FLOOR REFLECTED CEILING PLAN BULKHEAD FLOOR REFLECTED CEILING PLAN

MICHAEL KANG, RA

1 HOUR OR PROVIDE AUTOMATIC SPRINKLER SYSTEM

2 HOUR

√

FIRE-RESISTANCE RATING REQUIREMENT FOR BUILDING ELEMENTS (HOURS) (TABLE 601) TYPE I BUILDING ELEMENT B

BEARING WALLS - EXTERIOR

⅊

BEARING WALLS - INTERIOR

⅊

SEE TABLE 602

NONBEARING WALLS AND PARTITIONS - EXTERIOR

NONBEARING WALLS AND PARTITIONS - INTERIOR

SITE CONNECTION IS FILED UNDER SEPARATE APPLICATION BUILDER'S PAVEMENT PLAN IS FILED UNDER SEPARATE APPLICATION ELEVATOR IS FILED UNDER SEPARATE APPLICATION DEMOLITION IS FILED UNDER SEPARATE APPLICATION SITE SAFETY PLAN IS FILED UNDER SEPARATE APPLICATION

⅊

PRIMARY STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS, TRUSSES

APPLICATION NOTES 1. 2. 3. 4. 5.

SITE PLAN & ZONING MAP NOTES, FIRE RESISTANT RATING & DRAWING LIST ZONING CALCULATIONS ZONING DIAGRAMS 1 ZONING DIAGRAMS 2 TRAVEL DISTANCE DIAGRAMS

(BC TABLE 509)

TYPE I-B HOTEL (R-1)

Z-101.00 Z-102.00 Z-103.00 Z-104.00 Z-105.00 Z-106.00

FLOOR CONSTRUCTION AND SECONDARY MEMBERS INCLUDING SUPPORTING BEAMS AND JOISTS

KEY PLAN

ROOF CONSTRUCTION AND SECONDARY MEMBERS INCLUDING SUPPORTING BEAMS AND JOISTS

CONTROLLED INSPECTIONS SITE STORM DRAINAGE DISPOSAL AND DETENTION SYSTEM INSTALLATION

BC 1704.20

FIRE STOPS, DRAFTSTOP, AND FIREBLOCK SYSTEMS

BC 1704.25

FIRE-RESISTANCE RATED CONSTRUCTION

BC 109.3.4

STRUCTURAL STEEL - WELDING

BC 1704.3.1

STRUCTURAL STEEL - ERECTION & BOLTING

BC 1704.3.2, BC 1704.3.3

MASONRY

BC 1704.5

SOILS - SITE PREPARATION

BC 1704.7.1

UNDERPINNING

BC 1704.9.1

EXCAVATION - SHEETING, SHORING AND BRACING

BC 1704.19, BC 3304.4.1

FOOTING AND FOUNDATION

BC 109.3.1

MECHANICAL SYSTEMS

BC 1704.15

SPRINKLER SYSTEMS

BC 1704.21

HEATING SYSTEMS

BC 1704.23

ENERGY CODE COMPLIANCE INSPECTIONS

BC 109.3.5

CONCRETE-CAST-IN-PLACE

BC 1704.4

SOILS-INVESTIGATIONS [BORINGS/TEST PITS]

BC 1704.7.4

CONCRETE TEST CYLINDERS (TR2)

BC 1905.6

TABLE REFERENCE IN 1RCNY S5000-01(H)(1) AND (2)

TR8 ITEMS

FENESTRATION THERMAL

(IA3), (IIA3)

HVAC AND SERVICE WATER HEATING EQUIPMENT

(IB3), (IIB4)

HVAC AND SERVICE WATER HEATING SYSTEM CONTROLS

(IB4), (IIB4)

DUCT PLENUM AND PIPING INSULATION AND SEALING

(IB5), (IIB5)

DUCT LEAKAGE TESTING

(IB6), (IIB6)

LIGHTING IN DWELLING UNITS

(IC2), (IIC2)

LIGHTING CONTROLS

(IIC5)

FENESTRATION AREAS

(IA5)(IIA5)

INTERIOR LIGHTING POWER

(IIC3)

LEGEND 1 HOUR RATED GWB PARTITION

DETAIL

2 HOUR RATED GWB PARTITION ELEVATION

REV.#

DATE

DESCRIPTION

2 HOUR RATED CHASE WALL FURRED 8" CMU WALL GRANITE PANEL/ STEEL FRAMED EXTERIOR WALL METAL PANEL/ STEEL FRAMED EXTERIOR WALL FACE BRICK/ STEEL FRAMED EXTERIOR WALL

ROOF DRAIN SMOKE & CARBON MONOXIDE DETECTOR COMBINATION EXIT SIGN WALL/ PARTITION TYPE WINDOW TYPE DOOR TYPE

BUILDING SECTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK

NOTES, FIRE RESISTANT RATING & DRAWING LISTS SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

Z-102.00 PAGE No:

2 of 33

ZONING CALCULATIONS & REGULATIONS

ZR 28-00 QUALITY HOUSING PROGRAM

(SEE Z-104.00 & Z-105.00 FOR ZONING DIAGRAMS) REQUIRED/ ALLOWED

PROPOSED

REFUSE STORAGE AND DISPOSAL

ZR SECTION

139-04 HILLSIDE AVE, JAMAICA, NY (JAMAICA SPECIAL DISTRICT (DJ)) BLOCK: 9685 LOT: 52 ZONING DISTRICT: C2-4 IN R6A ZONING MAP: 14d CONSTRUCTION CLASS: I-B USE GROUP: 5A, 6A, 2 OCCUPANCY GROUP: R-1, R-2 QUALITY HOUSING BUILDING

ZR 28-12

NUMBER OF STORIES: 4 STORIES HOTEL & 2 STORIES RESIDENTIAL WITH CELLAR BUILDING HEIGHT: 60'-0'

ZR 28-13

WASHER & DRYER

LOT AREA = 6,500.38 S.F. ZR 23-153

MAXIMUM LOT COVERAGE FOR R6A RESIDENTIAL BUILDING = 65% PROPOSED LOT COVERAGE = 3,369.37 / 6,500.38 = 52% ...O.K. √

ZR 28-21

RECREATION SPACE

211.38 S.F.

2472.32 S.F.

ZR 33-121

MAXIMUM FAR FOR C2-4 IN R6A COMMERCIAL BUILDING = 2,00 PERMITTED FLOOR AREA = 6,500,38 x 2 = 13,000.76 S.F. PROPOSED FLOOR AREA = (12,102.07 S.F. + 860.56 S.F.) = 12,962.63 S.F. < 13,000.76 S.F. ...O.K. √ PROPOSED FLOOR AREA RATIO = 12,962.63 / 6,500.38 = 2.00. ...O.K. √

ZR 28-31

DENSITY PER CORRIDOR

MAX. 11 D.U. PER FLOOR

5 D.U.

ZR 23-153

REMARKS

REQUIRED 1 REFUSE STORAGE & DISPOSAL ROOM PER FLOOR FOR 9 OR MORE DWELLING UNITS. PROPOSED 10 D.U.> 9.

MICHAEL KANG ARCHITECT, PLLC.

√

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

AT LEAST 1 WASHER PER 20 UNITS, 1 DRYER PER 40 UNITS. PROPOSED 10 D.U. < 20. REQUIRED MINIMUM 3.3% OF RESIDENTIAL FLOOR AREA FOR 9 OR MORE DWELLING UNITS. PROPOSED 10 D.U.< 9.

√

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

50% OF CORRIDOR AREA CAN BE DEDUCTED ON 5TH AND 6TH FLOOR THAT DOESN'T EXCEED 11 DWELLING UNITS. PROPOSED 5 D.U. < 11

√

MICHAEL KANG, RA

HEIGHT & SETBACK DIAGRAM

MAXIMUM FAR FOR R6A RESIDENTIAL BUILDING = 3,00 PERMITTED FLOOR AREA = 6,500,38 x 3 = 19,501.14 S.F. PROPOSED FLOOR AREA = 6,405.59 S.F. < 19,501.14 S.F. ...O.K. √ PROPOSED FLOOR AREA RATIO = 6,405.59 / 6,500.38 = 0.99 < 3. ...O.K. √ PROPOSED TOTAL MIXED FLOOR AREA = (12,962.63 S.F. + 6,405.59 S.F.) S.F. = 19,368.22 S.F. < 19,501.14 S.F. ...O.K. √

PROPOSED STAIR BULKHEAD

FLOOR AREA CALCULATION GUESTROOM / DWELLING UNIT

CELLAR 1ST FL.

HOTEL

RETAIL

RESIDENTIAL

HOTEL

RESIDENTIAL

860.56 S.F.

126.45 S.F.

99.67 S.F.

HOTEL

RETAIL

RESIDENTIAL

2,282.74 S.F.

860.56 S.F.

126.45 S.F.

PROPOSED ELEVATOR MACHINE ROOM

3,369.37 S.F. 6

2,382.41 S.F.

2ND FL.

3,369.37 S.F.

96.26 S.F.

3,273.11 S.F.

3RD FL.

3,369.37 S.F.

96.26 S.F.

3,273.11 S.F.

3,369.37 S.F.

4TH FL.

5TH FL.

3,369.37 S.F.

259.80 S.F.

3,109.57 S.F.

6TH FL.

3,369.37 S.F.

259.80 S.F.

3,109.57 S.F.

708.02 S.F.

648.02 S.F.

60 S.F.

96.26 S.F.

BULKHEAD MACHINE ROOM TOTAL

3,273.11 S.F.

295 S.F. 56

15,859.89 S.F.

295 S.F.

7,868.21 S.F.

860.56 S.F.

388.45 S.F.

ROOF EL: 121.13'

1,462.62 S.F.

12,102.07 S.F.

860.56 S.F.

6,405.59 S.F.

FL6 EL: 111.88'

TOTAL BUILDING GROSS AREA = 15,859.89(HOTEL) + 860.56(RETAIL) + 7,868.21(RESIDENTIAL) = 24,588.66 S.F. TOTAL BUILDING NET AREA = 12,102.07(HOTEL) + 860.56(RETAIL) + 6,405.59(RESIDENTIAL) = 19,368.22 S.F.

FL5 EL: 102.63'

ZR 23-22

MAXIMUM NUMBER OF DWELLING UNITS

19,501.14 / 680 = 28.68

√

FL4 EL: 93.38'

ZR 23-47

REAR YARD

30'

√

ZR 23-662

MAXIMUM BASE HEIGHT

60'-0"

√

ZR 23-662

MAXIMUM BUILDING HEIGHT

70'-0"

60'-0"

√

FL3 EL: 84.13'

FL2 EL: 74.88'

FL1 EL: 65.63' ZR 36-21

PARKING SPACES REQUIRED FOR COMMERCIAL USE

ZR 36-232 (b)

WAIVER OF REQUIREMENTS FOR SPACES BELOW MINIMUM NUMBER

ZR 25-241

REDUCED REQUIREMENTS FOR R6 RESIDENTIAL

ZR 25-261

WAIVER OF REQUIREMENTS FOR SMALL NUMBER OF SPACES

ZR 36-62

ZR 36-711

<40

REQUIRED PARKING FOR HOTEL IS 1 PER 12 GUESTROOM, 46/12 = 3.83 = 4 SPACES REQ'D. REQUIRED PARKING FOR RETAIL STORE IS 1 PER 1,000 SF, 860.56/1,000 = 1 PARKING REQ'D. TOTAL REQUIRED PARKING FOR COMMERCIAL = 4+1 = 5 SPACES REQ'D.

√

MAX. = 5

BASE HEIGHT & BUILDING HEIGHT 60'

FLOOR

MEAN CURB LEVEL EL: 61.13'

⅊ ⅊

KEY PLAN

EL: 63.13'

CELLAR EL: 56.38'

⅊

PARKING SPACES REQUIRED AS A PERCENT OF TOTAL DWELLING UNIT = 50%. 10 x 50% =5.

MAX. NUMBER OF ACCESSORY OFF-SITE PARKING SPACES FOR WHICH REQUIREMENTS ARE WAIVED = 5.

REQUIRED ACCESSORY OFF-STREET LOADING BERTHS

REQUIRED BICYCLE PARKING SPACE

1 BICYCLE PARKING IS REQ'D EVERY 2 UNITS PROPOSED 10 RESIDENTIAL UNITS REQUIRED 5 BICYCLE SPACES.

1 BICYCLE PARKING PER 10,000 SF OF HOTEL AREA 12,102.07 SF / 10,000 = 1 SPACES REQUIRED.

⅊

LOADING BERTH IS REQ'D FOR PROPOSED AREA > 25,000 SF PROPOSED NET AREA = 12,102.07 SF < 25,000 SF NO LOADING BERTH REQ'D.

'-6

EL: 61.13'

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK

1/2

⅊

MEAN CURB LEVEL

DESCRIPTION

ZONING CALCULATIONS

GUESTROOM CALCULATION 3

7/1

DATE

REV.#

EL: 63.13'

FLOOR CELLAR

⅊

1ST FL.

2ND FL.

3RD FL.

4TH FL.

TOTAL

35 (76.1%)

3 (6.5%)

5 (10.9%)

46 (100%)

EL: 63.13' "

/2 11

PERMITTED OBSTRUCTION - STAIR BULKHEAD

1/2

SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

Z-103.00 PAGE No:

3 of 33

ZONING DIAGRAMS

(SEE Z.103.00 FOR ZONING CALCULATION)

21'-1 3/8"

20'-11 5/8"

18'-9 1/4"

24'-6 1/8"

3'-7 3/4"

1'-2"

7'-6"

2'-6"

4'-11 1/4"

15'

*ALL QUANTITIES ARE MEASURED IN SQUARE FEET

GROSS BUILDING AREA

GROSS HOTEL AREA: 3369.37

GROSS HOTEL AREA: 2147.58 GROSS RETAIL AREA: 860.56 GROSS SHARED BUILDING AREA = 361.28 AREA ATTRIBUTED TO HOTEL USE = 359.71 X 65% = 234.83 AREA ATTRIBUTED TO RESIDENTIAL USE = 360.71 X 35% = 126.45

5'-8"

2'-6"

9'-3"

FL1 FLOOR AREA DIAGRAM

*ALL QUANTITIES ARE MEASURED IN SQUARE FEET

9" 2'-6"

1'-7" 2'-8"

11'-11"

18'-6 1/2"

2'-4"

CELLAR FLOOR AREA DIAGRAM

2 2'

85'-6 1/2"

39'-7 7/8"

8'-7"

39'-9 5/8"

MICHAEL KANG, RA

12'-4 5/8"

42'-3 1/4"

85'-6 1/2"

6'-11"

4 9" 85'-6 1/2"

DEDUCTIBLE AREA: 99.67 TOTAL PLUMBING CHASE AREA: 26.30 TOTAL

1 = 5.62

2 = 1.88

3 = 13.16

4 = 1.88

5 = 1.88

6 = 1.88 MECHANICAL & REFUSE CHUTE AREA: 31.00 TOTAL

7 = 31.00 RPZ ROOM AREA: 42.37 TOTAL

8 = 42.37

NET FLOOR AREA RETAIL ZONING FLOOR AREA: 860.56

⅊

RESIDENTIAL ZONING FLOOR AREA: 126.45 HOTEL ZONING FLOOR AREA: 2147.58 + 234.83 - 99.67 = 2282.74

⅊ ⅊

85'-6 1/2"

KEY PLAN

2'-6"

5'-3"

2'-4"

FL2-4 FLOOR AREA DIAGRAM *ALL QUANTITIES ARE MEASURED IN SQUARE FEET

GROSS BUILDING AREA GROSS HOTEL AREA: 3369.37 NET FLOOR AREA HOTEL ZONING FLOOR AREA: 3369.37 - 96.26 = 3273.11

13 4'-4 1/4" 12

REV.#

DATE

DESCRIPTION

5'-8"

2'-6"

9" 2'-6"

9'-3"

7 1'-7" 2'-8"

11'-11"

3'-0 1/4"

1'-6 1/8"

4'-5 1/4"

1'-6"

4'-7 3/8"

7'-6"

39'-7 7/8"

7'-6 5/8"

1 7/8"

1'-0 3/8"

6'-11"

PROJECT

139-04 HILLSIDE AVE

JAMAICA, NEW YORK

9" 85'-6 1/2"

ZONING DIAGRAMS 1

DEDUCTIBLE AREA: 96.26 TOTAL PLUMBING CHASE AREA: 45.95 TOTAL

1 = 4.45

2 = 3.94

3 = 5.63

4 = 5.62

5 = 5.63

6 = 1.88

7 = 13.16

8 = 1.88

9 = 1.88

10 = 1.88

MECHANICAL & REFUSE CHUTE AREA: 50.31 TOTAL

11 = 6.79

12 = 31.00

13 = 12.52

SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

Z-104.00 PAGE No:

4 of 33

ZONING DIAGRAMS

(SEE Z.103.00 FOR ZONING CALCULATION)

MICHAEL KANG ARCHITECT, PLLC. Architectural, Interior Design, Zoning & Building Code Expertise 37-01 Main Street, Suite #308, Flushing, NY 11354 michaelkangra@yahoo.com 10'

10'

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

85'-6 1/2"

14'-9"

2'-6"

4'-5 1/4" 5

7'-8"

19'-5"

ROOF FLOOR AREA DIAGRAM

5'-8"

2'-1"

4'-4 1/4" 65'-10"

DEDUCTIBLE AREA: 648.02 TOTAL

*ALL QUANTITIES ARE MEASURED IN SQUARE FEET

STAIR BULKHEAD AREA: 413.02 TOTAL

GROSS BUILDING AREA

1 = 207.21

GROSS RESIDENTIAL AREA: 708.02

3 = 147.5

NET FLOOR AREA

FL5-6 FLOOR AREA DIAGRAM

ELEVATOR BULKHEAD AREA: 87.5 TOTAL

RESIDENTIAL ZONING FLOOR AREA: 708.02 - 648.02 = 60

DEDUCTIBLE AREA: 259.8 TOTAL

*ALL QUANTITIES ARE MEASURED IN SQUARE FEET

2 = 205.81

MECHANICAL ROOM AREA: 147.5 TOTAL

85'-6 1/2"

4 = 87.5

PLUMBING CHASE AREA: 32.89 TOTAL

GROSS BUILDING AREA

1 = 8.72

GROSS RESIDENTIAL AREA: 3369.37

2 = 9.96

3 = 9.96

4 = 4.25

MECHANICAL & REFUSE CHUTE AREA: 50.31 TOTAL

5 = 6.79

NET FLOOR AREA

6 = 31.00

7 = 12.52

CORRIDER AREA: 164.60 TOTAL

RESIDENTIAL ZONING FLOOR AREA: 3369.37 - 259.8 = 3109.57

8 = 329.19 / 2 = 164.60 REFUSE ROOM AREA: 12 TOTAL

9 = 12

OCCUPANT AREA CELLAR

R-1 (HOTEL, TRANSIENT)

AREA PER OCCUPANT

MAX. OCCUPANT ALLOWED PER AREA

MAX. OCCUPANT ALLOWED PER FLOOR

DOOR

REQUIRED/ ALLOWED

PROPOSED

BREAKFAST AREA

20 FIXED SEATING

1 PERSON PER SEATING

0.2

26 x 0.2 = 5.2

(2)36" EXIT = 72" > 5.2"

PANTRY

78.55 S.F.

100 GROSS

EXERCISE

139.02 S.F.

50 GROSS

√

⅊

GUESTROOM

479.42 S.F.

200 GROSS WITHIN D.U.

1ST FL

M (MERCANTILE)

RETAIL

706.35 S.F.

30 GROSS

0.2

24 x 0.2 = 4.8

(2)36" EXIT = 72" > 4.8"

√

1ST FL

R-1 (HOTEL, TRANSIENT)

LOBBY & RECEPTION

201.97 S.F.

15 GROSS

0.2

17 x 0.2 = 3.4

√

GUESTROOM

768.73 S.F.

200 GROSS WITHIN D.U.

(1)72"+(2)36" EXIT = 144" > 3.4"

2ND to 4TH FL.

R-1 (HOTEL, TRANSIENT)

GUESTROOM

1,594.78 S.F.

200 GROSS WITHIN D.U.

0.2

8 x 0.2 = 1.6

(2)36" EXIT = 72" > 1.6"

√

5TH to 6TH FL.

R-2 (RESIDENTAIL)

DWELLING UNIT

1,703.20 S.F.

200 GROSS WITHIN D.U.

0.2

9 x 0.2 = 1.8

(2)36" EXIT = 72" > 1.8"

√

⅊ ⅊

KEY PLAN

20'

OCCUPANT AREA

14'-9"

1'-6 1/8"

3'-0 1/4"

10'

18'-5"

1'-7"

5'-6"

4'-7 3/8" 1'-6"

2'-6"

5'-6"

10'

1 39'-7 7/8"

39'-7 7/8"

8'-0 5/8"

1'-8 1/2"

2'-4"

1 1'-7"

9'-5 1/2"

2'-4"

1'-0 3/4"

MICHAEL KANG, RA

8'-9"

4 12'-4 1/8"

CELLAR

R-1 (HOTEL, TRANSIENT)

AREA PER OCCUPANT

MAX. OCCUPANT ALLOWED PER AREA

MAX. OCCUPANT ALLOWED PER FLOOR

STAIRWAY

REQUIRED/ ALLOWED

PROPOSED

0.3

26 x 0.3 = 7.8

(2)44" EXIT = 88" > 7.8"

BREAKFAST AREA

20 FIXED SEATING

1 PERSON PER SEATING

PANTRY

78.55 S.F.

100 GROSS

EXERCISE

139.02 S.F.

50 GROSS

GUESTROOM

479.42 S.F.

200 GROSS WITHIN D.U.

√

REV.#

2ND to 4TH FL.

R-1 (HOTEL, TRANSIENT)

GUESTROOM

1,594.78 S.F.

200 GROSS WITHIN D.U.

0.3

8 x 0.3 = 2.4

(2)44" EXIT = 88" > 2.4"

√

5TH to 6TH FL.

R-2 (RESIDENTAIL)

DWELLING UNIT

1,703.20 S.F.

200 GROSS WITHIN D.U.

0.3

9 x 0.3 = 2.7

(2)44" EXIT = 88" > 2.7"

√

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK

BULKHEAD FLOOR AREA DIAGRAM

ZONING DIAGRAMS 2 DEDUCTIBLE AREA: 295 TOTAL

*ALL QUANTITIES ARE MEASURED IN SQUARE FEET

ELEVATOR MACHINE ROOM AREA: 295 TOTAL

GROSS BUILDING AREA

1 = 295

GROSS RESIDENTIAL AREA: 295 NET FLOOR AREA RESIDENTIAL ZONING FLOOR AREA: 295 - 295 = 0

SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

Z-105.00 PAGE No:

5 of 33

ZONING DIAGRAMS

(SEE Z.103.00 FOR ZONING CALCULATION)

14 '-5 "

1" 8'-1

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

COMMON PATH = 8'-11"

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

10'-5" COMMON PATH = 24'-10"

TRAVEL DISTANCE = 54'-10"

33'-4"

CELLAR

MICHAEL KANG, RA TRAVEL DISTANCE = 58'-2"

2ND TO 4TH FLOOR HOTEL

'-3

10'-7" 10" COMMON PATH = 39'-10" 39'TRAVEL DISTANCE = 39'-10"

12'-11" COMMON PATH = 34'-9"

24'-3" TRAVEL DISTANCE = 58'-11"

5TH TO 6TH FLOOR HOTEL

⅊

1ST FLOOR RETAIL X

3'-9"

⅊

13'-0"

⅊

TRAVEL DISTANCE = 49'-2"

12'-10" 27'-4" 10'-9"

COMMON PATH = 46'-1" TRAVEL DISTANCE = 46'-1"

KEY PLAN

2'-0"

7'-11" 3'-4"

3" 14'-

COMMON PATH = 14'-3" REV.#

DATE

DESCRIPTION

ROOF PROJECT

1ST FLOOR HOTEL

139-04 HILLSIDE AVE JAMAICA, NEW YORK

TRAVEL DISTANCE DIAGRAMS CELLAR

R-1 (HOTELS, TRANSIENT)

5A (HOTELS, TRANSIENT)

MAX. COMMON PATH = 8'-11"/ MAX. TRAVEL DISTANCE = 54'-10"

75'-0"

200'-0"

√

1ST FL.

M (MERCANTILE)

6A (RETAIL)

MAX. COMMON PATH = 39'-10"/ MAX. TRAVEL DISTANCE = 39'-10"

75'-0"

200'-0"

√

1ST FL.

R-1 (HOTELS, TRANSIENT)

5A (HOTELS, TRANSIENT)

MAX. COMMON PATH = 14'-3"/ MAX. TRAVEL DISTANCE = 49'-2"

75'-0"

200'-0"

√

2ND & 4TH FL.

R-1 (HOTELS, TRANSIENT)

5A (HOTELS, TRANSIENT)

MAX. COMMON PATH = 24'-10"/ MAX. TRAVEL DISTANCE = 58'-2"

75'-0"

200'-0"

√

5TH & 6TH FL.

R-2 (RESIDENTIAL)

2 (RESIDENTAIL)

MAX. COMMON PATH = 34'-9"/ MAX. TRAVEL DISTANCE = 58'-11"

75'-0"

200'-0"

√

STAIR BULKHEAD

R-2 (RESIDENTAIL)

2 (RESIDENTAIL)

MAX. COMMON PATH = 46'-1"/ MAX. TRAVEL DISTANCE = 46'-1"

75'-0"

200'-0"

√

SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

Z-106.00 PAGE No:

6 of 33

MICHAEL KANG ARCHITECT, PLLC. 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

A-207

MICHAEL KANG, RA

A-201

A-205

2 2

D5d

D5d 9

D5d

D5c

D3 2 4

D4a

D5d D4a

D5b 1

A-204

D4a

9 3

D4a

D5d

A-202

A-206 W4

A-205

D5a

D5b W4

A-206

A-203

⅊

A-207

⅊ ⅊

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK

CELLAR PLAN

NORTH

CELLAR PLAN

A-101.0 3/16"=1'-0" NOTE: 1. SEE STRUCTURE DRAWINGS, SITE CONNECTION, PRZ AND BPP DRAWINGS FOR DETAILS. 2. ALL STAIRS ARE STEEL PANE AND STAIR HANDRAILS TO BE 2'-10" MTL. 3. SEE MECHANICAL DRAWINGS FOR EXHAUST FAN DETAILS 4. SEE A-302 FOR H/C RESTROOM DETAILS 5. EQUIPMENT OPERATING & MAINTENANCE MANUAL TO BE PROVIDED TO THE BUILDING OWNER BY MECHANICAL CONTRACTOR

SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-101.00 PAGE No:

7 of 33

MICHAEL KANG, RA

A-207

A-201

A-205

D5c 1

D5d

D5b

3 2 3

A-202

D4b

D4a D5d

D4a

A-206

D5d

D5b 1

D4a

A-204

D5a

A-206

D5b

⅊

A-207

A-205

⅊

A-203

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK

1ST FLOOR PLAN

NORTH

SEAL & SIGNATURE

1ST FL. PLAN

A-102.0 3/16"=1'-0" NOTE: 1. SEE STRUCTURE DRAWINGS, SITE CONNECTION, PRZ AND BPP DRAWINGS FOR DETAILS. 2. ALL STAIRS ARE STEEL PANE AND STAIR HANDRAILS TO BE 2'-10" MTL. 3. SEE MECHANICAL DRAWINGS FOR EXHAUST FAN DETAILS 4. SEE A-302 FOR H/C RESTROOM DETAILS 5. EQUIPMENT OPERATING & MAINTENANCE MANUAL TO BE PROVIDED TO THE BUILDING OWNER BY MECHANICAL CONTRACTOR

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-102.00 PAGE No:

8 of 33

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

A-207

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

A-205

A-201

MICHAEL KANG, RA

1 1

D5b D4b 3

2 2

D5b

D4a

A-202

1 3

D4a

D5b

D5b 1 5

D5b

D4b

D5b

D4b

A-204

D4a

D5d

D4a

D5b

A-206

A-205

D5a

D5b W5

A-203

A-206

A-207

⅊

⅊ ⅊

KEY PLAN

DATE

REV.#

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE

NORTH

JAMAICA, NEW YORK

2ND TO 4TH FL. PLAN

A-103.0 3/16"=1'-0" NOTE: 1. SEE STRUCTURE DRAWINGS, SITE CONNECTION, PRZ AND BPP DRAWINGS FOR DETAILS. 2. ALL STAIRS ARE STEEL PANE AND STAIR HANDRAILS TO BE 2'-10" MTL. 3. SEE MECHANICAL DRAWINGS FOR EXHAUST FAN DETAILS 4. SEE A-302 FOR H/C RESTROOM DETAILS 5. EQUIPMENT OPERATING & MAINTENANCE MANUAL TO BE PROVIDED TO THE BUILDING OWNER BY MECHANICAL CONTRACTOR

2ND TO 4TH FLOOR PLAN SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-103.00 PAGE No:

9 of 33

A-207

MICHAEL KANG, RA

A-205

A-201

6 W7

D5d

D5d 1

D5d

D5b 1

1 1

D5d

2 2

D3 2

D4a

D5d

1 3

A-206 W5

A-205

A-206

A-203

D5a W5

A-204

D5d

1 1

D4a

D5d 8

D4a

D4a 2

D4d

D5d

D4a

A-202

D5b

⅊

⅊ 1

A-207

⅊ ⅊

KEY PLAN

DATE

REV.#

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE

NORTH

JAMAICA, NEW YORK

5TH TO 6TH FL. PLAN

A-104.0 3/16"=1'-0" NOTE: 1. SEE STRUCTURE DRAWINGS, SITE CONNECTION, PRZ AND BPP DRAWINGS FOR DETAILS. 2. ALL STAIRS ARE STEEL PANE AND STAIR HANDRAILS TO BE 2'-10" MTL. 3. SEE MECHANICAL DRAWINGS FOR EXHAUST FAN DETAILS 4. SEE A-302 FOR H/C RESTROOM DETAILS 5. EQUIPMENT OPERATING & MAINTENANCE MANUAL TO BE PROVIDED TO THE BUILDING OWNER BY MECHANICAL CONTRACTOR

5TH TO 6TH FLOOR PLAN SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-104.00 PAGE No:

10 of 33

MICHAEL KANG ARCHITECT, PLLC. 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

A-207

A-205

A-112

MICHAEL KANG, RA

FLASHING 6" A.F.F- TYP.

3" ROOF DRAIN

3" ROOF DRAIN 8 8

A-202

A-204 W10

D2 8

FLASHING 6" A.F.F- TYP. FLASHING 6" A.F.F- TYP. 1

FLASHING 6" A.F.F- TYP. 1

3" ROOF DRAIN

A-206

A-205

A-203

⅊

A-207

⅊

⅊ ⅊

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

ROOF PLAN

A-105.0 3/16"=1'-0" NOTE: 1. SEE STRUCTURE DRAWINGS, SITE CONNECTION, PRZ AND BPP DRAWINGS FOR DETAILS. NORTH 2. ALL STAIRS ARE STEEL PANE AND STAIR HANDRAILS TO BE 2'-10" MTL. 3. SEE MECHANICAL DRAWINGS FOR EXHAUST FAN DETAILS 4. SEE A-302 FOR H/C RESTROOM DETAILS 5. EQUIPMENT OPERATING & MAINTENANCE MANUAL TO BE PROVIDED TO THE BUILDING OWNER BY MECHANICAL CONTRACTOR

139-04 HILLSIDE AVE JAMAICA, NEW YORK

ROOF PLAN SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-105.00 PAGE No:

11 of 33

MICHAEL KANG ARCHITECT, PLLC. 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

A-207

A-205

MICHAEL KANG, RA

A-201

D6 8 8 W8 W8

A-202

A-204

A-206

A-205

A-203

⅊

A-207

⅊ ⅊

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK

BULKHEAD PLAN

A-106.0 3/16"=1'-0" NOTE: 1. SEE STRUCTURE DRAWINGS, SITE CONNECTION, PRZ AND BPP DRAWINGS FOR DETAILS. NORTH 2. ALL STAIRS ARE STEEL PANE AND STAIR HANDRAILS TO BE 2'-10" MTL. 3. SEE MECHANICAL DRAWINGS FOR EXHAUST FAN DETAILS 4. SEE A-302 FOR H/C RESTROOM DETAILS 5. EQUIPMENT OPERATING & MAINTENANCE MANUAL TO BE PROVIDED TO THE BUILDING OWNER BY MECHANICAL CONTRACTOR

SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-106.00 PAGE No:

12 of 33

MICHAEL KANG, RA

⅊

⅊ ⅊

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK BUILDING ELEVATION - NORTH (HILLSIDE AVE) SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

NORTH (HILLSIDE AVE)

BUILDING ELEVATION

A-201.0 1/4"=1'-0"

A-201.00 PAGE No:

13 of 33

MICHAEL KANG, RA

⅊

⅊ ⅊

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK BUILDING ELEVATION - WEST (139TH ST.) SEAL & SIGNATURE

WEST (139TH ST)

BUILDING ELEVATION

A-202.0 1/4"=1'-0"

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-202.00 PAGE No:

14 of 33

MICHAEL KANG, RA

⅊

⅊ ⅊

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK

BULDING ELEVATION - SOUTH SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

SOUTH

BUILDING ELEVATION

A-203.0 1/4"=1'-0"

A-203.00 PAGE No:

15 of 33

MICHAEL KANG, RA

⅊

⅊ ⅊

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK

BUILDING ELEVATION - EAST SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

EAST

BUILDING ELEVATION

A-204.0 1/4"=1'-0"

A-204.00 PAGE No:

16 of 33

MICHAEL KANG, RA

⅊

⅊ ⅊

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK

BUILDING SECTION SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang

BUILDING SECTION

A-205.0 1/4"=1'-0"

DWG No:

A-205.00 PAGE No:

17 of 33

MICHAEL KANG, RA

⅊

⅊ ⅊

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK

BUILDING SECTION SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

BUILDING SECTION

A-206.0 1/4"=1'-0"

A-206.00 PAGE No:

18 of 33

MICHAEL KANG, RA

⅊

⅊ ⅊

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK

BUILDING SECTION SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

BUILDING SECTION

A-207.0 1/4"=1'-0"

A-207.00 PAGE No:

19 of 33

INTERIOR WALL & PARTITION TYPES 1 5/8" METAL TRACK

CEILING LINE

1 5/8" METAL TRACK

3 5/8" FLOOR METAL TRACK

TOP OF SUBFLOOR/ CONCRETE SLAB

SCHEDULED FLOOR

TOP OF SUBFLOOR

2 HOUR RATED PARTITION

GA FILE: WP 1077 FIRE TEST: UL R15187, 07NK21428, 2-14-08 ULC DESIGN W409 SOUND TEST: DRC 70-2-2, 1-6-70 STC: 50

SCHEDULED BASE

3 5/8" FLOOR METAL TRACK

TOP OF SUBFLOOR/ CONCRETE SLAB

1 HOUR RATED PARTITION

GA FILE: WP 1524 FIRE TEST: UL R13660, 07NK21428, 2-14-08 UL DESIGN W411 SOUND TEST: NGC 2006049, 1-31-07 STC: 55 TO 59

THIS TYPE IS NOT FOR WALLS AND PARTITIONS CONSTRUCTIONS SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC HALLS, CORRIDORS OR STAIRS.

1 1/2" SOUND ATTENUATION INSULATION

EXTERIOR SIDE

1 5/8" METAL STUDS @ 24" O.C.

SCHEDULE FLOORING

1 5/8" METAL STUDS @ 24" O.C.

2 1/2" FLOOR METAL TRACK

TOP OF SUBFLOOR/ CONCRETE SLAB

2 1/2" FLOOR METAL TRACK

2 HOUR RATED CHASE WALL

GA FILE: WP 5070 FIRE TEST: UL R11270, 4-19-85; UL R3660, 02NK35115, 9-15-03; UL DESIGN U444 FIELD SOUND TEST: SA-851102, 11-6-85 SOUND TEST: NRCC TL-93-308, 12-2-02 STC: 60 TO 64

PARTITION TO COMPLY WITH BUILDING CODE §[C26-1208.2] 27-769

SCHEDULED BASE

EXIT STAIR SIDE

WALL TO COMPLY WITH BUILDING CODE §[C26-1208.2] 27-769

3 HOUR RATED FURRED MASONRY WALL

DESIGN : U914 FIRE TEST: ULU 914 SOUND : 50

2 HOUR RATED PLUMBING CHASE GA FILE: WP 5110 FIRE TEST: UC 4-25-61 FIELD SOUND TEST: ACI 109006c 6-29-64 STC: 55

WALL TO COMPLY WITH BUILDING CODE §[C26-1208.2] 27-769

DOOR SCHEDULE

THICKNESS

3'-0"(X2)

7'-0"

RETAIL ENTRY / ROOF LOBBY DOOR

3'-0"

7'-0"

EXIT STAIR

3'-0"

D4a

GUEST ROOM / DWELLING UNIT DOOR

D D

D4b

FINISH

FIRE RATING

MATERIAL

FINISH

1 3/4"

AL/GL

ALUM.

0.750

0.250

0.3 CFM/SF

1 3/4"

AL/GL

ALUM.

0.750

0.250

0.3 CFM/SF

7'-0"

1 3/4"

H.M.

PAINT

H.M.

PAINT

ALUM.

0.067

1 1/2 HOUR FPSC H.M. DOOR w/ PUSH BAR AT CORRIDOR SIDE

3'-0"

7'-0"

1 3/4"

H.M.

PAINT

H.M.

PAINT

ALUM.

1 1/2 HOUR FPSC H.M. DOOR w/ DOOR CHIME

2'-10"

7'-0"

1 3/4"

H.M.

PAINT

H.M.

PAINT

ALUM.

1 1/2 HOUR FPSC H.M. DOOR w/ DOOR CHIME

ALUM. FRAME TEMPERED GLASS DOOR

BATHROOM

2'-0"

7'-0"

1 3/4"

H.M.

PAINT

H.M.

PAINT

MARBLE

1 1/2 HOUR FPSC DOOR

BATHROOM

2'-4"

7'-0"

1 3/4"

H.M.

PAINT

H.M.

PAINT

MARBLE

1 1/2 HOUR FPSC DOOR

D5c

STORAGE/ RPZ ROOM

2'-10"

7'-0"

1 3/4"

H.M.

PAINT

H.M.

PAINT

MARBLE

1 1/2 HOUR FPSC DOOR

3'-0"

7'-0"

1 3/4"

H.M.

PAINT

H.M.

PAINT

MARBLE

BATHROOM/ PANTRY/ BEDROOM

E E

ELEVATOR MACHINE ROOM/ MECHANICAL ROOM

7'-0"

1 3/4"

H.M.

PAINT

H.M.

PAINT

FLOOR

ROOM NAME

MATERIAL

BASE

MATERIAL

CELLAR

BREAKFAST AREA

P.T./S.T.

GYP.

PTD.

ALUM.

1 1/2 HOUR FPSC DOOR w/ LOUVERS

GYP.

PTD.

8'-3"

NOMINAL WINDOW DIMENSIONS

GLASS

15'-0"

10'-3"

INSULATED

ALUM.

0.360

0.320

0.047 CFM/SF

HOTEL ENTRY

16'-0"

10'-3"

INSULATED

ALUM.

0.360

0.320

0.047 CFM/SF

STORE FRONT

16'-0"

10'-3"

INSULATED

ALUM.

0.360

0.320

0.047 CFM/SF

5'-0"

3'-4"

INSULATED

ALUM.

0.320

0.310

<0.2 CFM/SF

5'-0"

5'-5"

INSULATED

ALUM.

0.320

0.310

<0.2 CFM/SF

6'-0"

5'-5"

INSULATED

ALUM.

0.320

0.310

<0.2 CFM/SF

8'-0"

5'-5"

INSULATED

ALUM.

FIXED = 0.300

FIXED = 0.310

<0.2 CFM/SF

CASEMENT = 0.300

CASEMENT = 0.290

<0.2 CFM/SF

- / PTD.

GYP.

PTD.

8'-3"

PTD.

GYP.

PTD.

8'-3"

H/C RESTROOM

P.T./S.T.

GYP.

PTD.

8'-3"

5'-0"

4'-4"

INSULATED

ALUM.

0.320

0.310

<0.2 CFM/SF

EXERCISE

VCT

VINYL

GYP.

PTD.

GYP.

PTD.

8'-3"

2'-8"

5'-0"

INSULATED

ALUM.

0.300

0.290

<0.2 CFM/SF

W10

2'-4"

5'-0"

INSULATED

ALUM.

0.300

0.290

<0.2 CFM/SF

8'-3"

BICYCLE STORAGE

VCT

VINYL

C.BLK./GYP.

PTD.

GYP.

PTD.

8'-3"

EXIT STAIRS

CONC./VCT

VINYL

GYP.

PTD.

GYP.

PTD.

VARIES

LOBBY/ RECEPTION

P.T./S.T.

GYP.

PTD.

GYP.

PTD.

10'-9"

H/C RESTROOM

P.T./S.T.

GYP.

PTD.

GYP.

PTD.

10'-9"

CORRIDOR

GYP.

PTD.

GYP.

PTD.

8'-3"

GUESTROOM

GYP.

PTD.

GYP.

PTD.

8'-3"

BATHROOM

P.T./S.T.

GYP.

PTD.

8'-3"

RETAIL

T.B.D.

GYP.

PTD.

GYP.

PTD.

10'-9"

RPZ ROOM

CONC.

C.BLK./GYP.

PTD.

GYP.

PTD.

10'-9"

EXIT STAIRS

CONC./VCT

VINYL

GYP.

PTD.

GYP.

PTD.

VARIES

CORRIDOR

GYP.

PTD.

GYP.

PTD.

8'-3"

GUESTROOM

GYP.

PTD.

GYP.

PTD.

8'-3"

BATHROOM

P.T./S.T.

GYP.

PTD.

8'-3"

EXIT STAIRS

CONC./VCT

VINYL

GYP.

PTD.

GYP.

PTD.

VARIES

CORRIDOR

S.T.

GYP.

PTD.

GYP.

PTD.

8'-3"

BATHROOM

P.T./S.T.

GYP.

PTD.

8'-3"

LIVING ROOM

GYP.

PTD.

GYP.

PTD.

8'-3"

BEDROOM

GYP.

PTD.

GYP.

PTD.

8'-3"

KITTE

P.T./S.T.

GYP.

PTD.

8'-3"

EXIT STAIRS

CONC./VCT

VINYL

GYP.

PTD.

GYP.

PTD.

VARIES

MECHANICAL & ELEVATOR MACHINE ROOM

CONC.

GYP.

PTD.

GYP.

PTD.

8'-0"

GYP. PTD. P.T.

GYPSUM BOARD PAINTED PORCELAIN TILE

S.T. T.B.D. WD

⅊

KEY PLAN

WINDOW TYPE 15'-0" ALL EXIT STAIRS TO BE CONCRETE POURED STEEL PAN STAIRS

1" 3'-52

1" 2'-24

16'-0" 1" 2'-24

6'-4"

3'-4"

4'-3"

16'-0" 4'-7"

3'-0"

3'-6"

ENTRY DOOR (D2)

ENTRY DOOR (D1)

4'-7"

3'-0" 5'-0"

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE

4'-8"

PTD.

10'-3"

GYP.

JAMAICA, NEW YORK

ALL EXIT STAIRS TO BE CONCRETE POURED STEEL PAN STAIRS

6'-13 4"

1" 2'-64

12'-6"

PARTITION TYPES, DOOR, WINDOWS & FINISH SCHEDULES

ALL EXIT STAIRS TO BE CONCRETE POURED STEEL PAN STAIRS

5'-0"

8'-0"

6'-0"

ALL EXIT STAIRS TO BE CONCRETE POURED STEEL PAN STAIRS

STONE TILE TO BE DETERMINED WOOD

SEAL & SIGNATURE

2'-4"

2'-8"

4'-4"

PTD.

⅊

RECESSED LIGHTINGS INSTALLED INSIDE CONDITIONED SPACE SHALL BE IC-RATED AND LABELED AS MEETING ASTM E 283 WHEN TESTED AT 1.57 PSF PRESSURE DIFFERENTIAL WITH NOO MORE THAN 2.0 CFM OR AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING CAVITY. ALL RECESSED LIGHTINGS SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING COVERING.

w/ LOUVER

DWG No:

A-301.00

LOUVERS VCT

VINYL COMPOSITION TILE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang

1'-0"

CONC./GYP.

⅊

6'-10"

7'-2"

CONC.

CURTAIN WALL AND STOREFRONT GLAZING SHOULD HAVE MAXIMUM AIR LEAKAGE LESS THAN 0.3 CFM/SF OF FENESTRATION AREA IN ACCORDANCE WITH ASTM E 283.

2'-9"

COMPACTOR

ALL EXIT STAIRS TO BE CONCRETE POURED STEEL PAN STAIRS

3'-1"

8'-3"

IN HEATED STRUCTURES A CONTINUOUS AIR BARRIER SHALL BE INSTALLED BY SEALING ALL SEAMS, OPENINGS, AND PENETRATIONS OF THE BUILDING SHALL BE SEALED WITH CAULKING MATERIALS OR CLOSED WITH GASKETING SYSTEMS COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION.

CURTAIN WALL

5'-5"

VARIES

PTD.

2'-9"

PTD.

GYP.

10'-3"

GYP.

PTD.

6'-10"

PTD.

CONC./GYP.

5'-5"

CONC./GYP.

THE AIR LEAKAGE OF WINDOW AND SLIDING OR SWING DOOR ASSEMBLIES THAT ARE PART OF THE BUILDING ENVELOPE SHALL BE DETERMINED IN ACCORDANCE WITH AAMA/WDMA/CSA 101/LS2/A440, OR NFRC 400 BY AN ACCREDITED, INDEPENDENT LABORATORY, AND LABELED AND CERTIFIED BY THE MANUFACTURER AND SHALL NOT EXCEED 0.3 CFM PER SQUARE FOOT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT.

REMARKS

TYPE MATERIAL

GYP.

VINYL

LOUVERS

D5a, D5b, D5c, D5d

HEIGHT

P.T. / GYP.

CONC.

3'-0"

a = 2"-0" b = 2'-4" c = 2'-10" d = 3'-0"

WIDTH

P.T

CONCRETE BLOCK CONCRETE CERAMIC TILE

12" REINFORCED CONCRETE WALL

MICHAEL KANG, RA

AIR LEAKAGE NOTE

C.BLK CONC. C.Y.

FRAME

ACOUSTIC CEILING TILE CARPET

FACE BRICK/ STEEL FRAMED EXTERIOR WALL w/ 6" METAL STUDS @ 16" O.C. AND TWO LAYERS OF 5/8" TYPE 'X' GWB ON ONE SIDE. ONE LAYER OF 1/2" FIBERBOARD SHEATHING. 2" R-13 RIGID INSULATION AND FACE BRICK ATTACHED ON OUTSIDE

D4a, D4b

P.T

ABBRERIATIONS

DOOR CHIME/ INTERVIEWER

PANTRY

CONC./VCT

ROOF

CORRIDOR

EXIT STAIRS

5TH TO 6TH FL.

A.C.C.T C

REMARKS

WATER, GAS, ELECT. METER ROOM

2ND TO 4TH FL.

GRANITE PANEL/ STEEL FRAMED EXTERIOR WALL w/ 6" METAL STUDS @ 16" O.C. AND TWO LAYERS OF 5/8" TYPE 'X' GWB ON ONE SIDE. ONE LAYER OF 1/2" FIBERBOARD SHEATHING. 1" R-5 RIGID INSULATION AND GRANITE PANEL ATTACHED ON OUTSIDE

WINDOW SCHEDULE WINDOW #

3'-0"

1 1/2 HOUR FPSC DOOR

ALUM.

FINISH SCHEDULE

1ST FL.

PUSH BAR ON CORRIDOR SIDE

5'-5"

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

ALUM. FRAME TEMPERED GLASS DOOR

D5a

METER ROOM/ COMPACTOR/ STORAGE/ EXERCISE/ REFUSE ROOM

METAL PANEL/ STEEL FRAMED EXTERIOR WALL w/ 6" METAL STUDS @ 16" O.C. AND TWO LAYERS OF 5/8" TYPE 'X' GWB ON ONE SIDE. ONE LAYER OF 1/2" FIBERBOARD SHEATHING. 2" R-13 RIGID INSULATION AND METAL PANEL ATTACHED ON OUTSIDE

a = 3'-0" b = 2'-10"

3'-0"

6'-0"

MATERIAL

D5b

D5d

7'-0"

HEIGHT

HOTEL / RESIDENTIAL ENTRY

NOMINAL DOOR DIMENSIONS

7'-0"

WIDTH

TYPE

7'-0"

ROOM NAME

7'-0"

DOOR #

EXTERIOR WALL/ ONE LAYER OF 1/2" CEMENT BOARD ON THE OTHER SIDE OF THE DOUBLE ROW METAL STUDS ON TOP OF THE BASE LAYER OF 5/8" GWB. 1 1/2" SOUND ATTENUATION INSULATION IN STUD SPACE

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

DOOR TYPE

FRAME

DOOR

5'-0"

SCHEDULED BASE

SCHEDULED BASE SCHEDULED FLOORING

ELEVATOR SHAFT SIDE 1 1/2" SOUND ATTENUATION INSULATION

3 HOUR RATED FURRED MASONRY WALL w/ ONE LAYER OF 5/8" TYPE 'X' GWB ON ONE SIDE OF 7 5/8" 2 HOUR RATED CMU WALL w/ 7/8" FURRING CHANNEL @ MAX. 24" O.C.

MICHAEL KANG ARCHITECT, PLLC.

3'-4"

SCHEDULED BASE SCHEDULED FLOORING

3 5/8" METAL STUD @ 24" O.C.

(1) LAYER OF 5/8" CEMENT BOARD

(1) LAYER OF 1/2" CEMENT BOARD

1 1/2" SOUND ATTENUATION INSULATION

2 HOUR RATED CHASE WALL w/ ONE LAYER OF 5/8" TYPE 'X' GWB ON EACH SIDE OF A DOUBLE ROW OF 1 5/8" METAL STUDS SPACED 24" O.C. ANOTHER ONE LAYER OF 5/8" TYPE 'X' GWB ON TOP OF THE BASE LAYER OF 5/8" GWB ON ONE SIDE OF THE DOUBLE ROW METAL STUDS. ONE LAYER OF 1/2" CEMENT BOARD ON THE OTHER SIDE OF THE DOUBLE ROW METAL STUDS ON TOP OF THE BASE LAYER OF 5/8" GWB. 1 1/2" SOUND ATTENUATION INSULATION IN STUD SPACE.

7'-0"

3 5/8" METAL STUD @ 24" O.C.

3 1/2" SOUND ATTENUATION INSULATION

2 HOUR RATED PARTITION w/ TWO LAYERS OF 5/8" TYPE 'X' GWB ON EACH SIDE OF 3 5/8" METAL STUDS @ 24" O.C. 3 1/2" SOUND ATTENUATION INSULATION IN STUD SPACE.

WALL TILES

7/8" FURRING CHANNEL @ MAX. 24" O.C.

(1) LAYER OF 5/8" FIRECODE 'C' GWB

1 5/8" METAL STUDS @ 24" O.C.

5'-0"

3 5/8" SOUND ATTENUATION INSULATION FRICTION FIT IN STUD SPACE

(2) LAYER OF 5/8" FIRECODE 'C' GWB

1 HOUR RATED PARTITION w/ ONE LAYER OF 5/8" TYPE 'X' GWB ON EACH SIDE OF 2 1/2" METAL STUDS @ 24" O.C. 2 3/4" SOUND ATTENUATION INSULATION FRICTION FIT IN STUD SPACE.

1" 2'-42

(1) LAYER OF 5/8" FIRECODE 'C' GWB

(2) LAYER OF 5/8" FIRECODE 'C' GWB

1 5/8" METAL TRACK

(1) LAYER OF 5/8" FIRECODE 'C' GWB

7 5/8" 2 HOUR RATED CMU

WALL TILES (1) LAYER OF 5/8" FIRECODE 'C' GWB

CEILING LINE

1" 2'-42

CEILING LINE

7'-0"

3 5/8" METAL TRACK

CEILING LINE

10'-3"

3 5/8" METAL TRACK

WALL & PARTITION LEGEND 1

PAGE No:

W10

20 of 33

HANDICAPPED ADAPTABILITY NOTES

8'-0" 5'-6"

2'-6"

MICHAEL KANG ARCHITECT, PLLC.

2'-0"

1'-0"

6'-7"

2'-0"

5'-0"

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

1'-0"

Tel: (718) 353-2929 Fax: (718) 661-1619 1'-7"

2'-0" 1'-7"

1'-0"

2'-6"

2'-6" MAX.

MICHAEL KANG, RA 1'-4"

1'-6"

1'-3"

1'-3" 2'-6"

2'-6"

18"

56" MIN.

15" MIN.

48" MIN.

60" MIN.

66" MIN.

56" MIN.

28 MIN.

15 3/4"

18 MIN.

18"

18 MIN. 60" MIN.

60" MIN.

42" MIN.

48" MIN.

18" 40" MIN.

40" MIN.

48" MIN.

24" MIN.

60" MIN.

PULL SIDE

PUSH SIDE

PULL SIDE

PUSH SIDE

PULL SIDE

⅊

60" MIN.

⅊

DOOR WIDTH

24" MIN.

DOOR WIDTH

22" MIN.

⅊

48" MIN.

12" MIN.

42" MIN.

48" MIN.

54" MIN.

36" MIN.

42" MIN.

12" MIN.

18" MIN.

60" MIN.

48" MIN.

60" MIN.

DOOR WIDTH

(a)

PUSH SIDE KEY PLAN

6" MAX.

54" MIN.

51" MIN.

19"

48" MIN. 29"

38" MIN. 48" MAX.

30" MIN.

30" MIN. 60" MIN.

15" MAX.

38" MIN. 48" MAX.

30" MIN.

15" MAX.

38" MIN. 48" MAX.

6" MAX. 30" MIN.

18" MIN.

27" MAX.

3"~6"

33"~36"

12" MIN. 30" MIN.

CONTROL END WALL 24" MIN.

18" MIN.

33"~36"

3"~6"

68" MIN.

24" MAX. 6" MAX.

24" MIN.

12" MAX.

REV.#

60" MIN.

LENGTH OF TUB

DATE

DESCRIPTION

30" MIN. 36" MIN.

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK

15" MAX.

ADA

36" MIN.

LENGTH OF TUB

12" MIN.

7"~9"

C L

5'-0" DIAMETER 2'-3"

3'-3" 7'-9"

6" 2'-1"

30" MIN.

28"~36"

48" MAX.

48"

28"~36"

621" 15" MIN.

34"

48" MAX.

15" MIN.

33"~36"

17"~19"

30" MIN.

42"

39"~41"

1221"

121" MIN.

18" MIN.

12"

12" MIN.

24" MIN. CONTROL END WALL 24" MIN.

33"~36"

39"~41" 54"

3"~6"

18" MIN.

12" MAX.

15" MAX.

2 30" MIN.

SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-302.00 PAGE No:

21 of 33

WOOD BLOCK

MICHAEL KANG ARCHITECT, PLLC.

FLASHING & COUNTER FLASHING ALUMINUM PANEL

WATERPROOF MEMBRANE

3'-6"

CAULKING 8" CMU WALL

CANT. STRIP

ANCHOR BOLTS NAILER

ROOF MEMBRANE 1/2" SHEATHING

1/2" SHEATHING

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

MICHAEL KANG, RA



OMEGA LAMINATORS INC.2" THERMOLITE METAL PANEL w/ PLASTIC STABILIZER/ ISOCYANURATE CORE CONTINUOUS INSULATION

2" EXTRUDED POLYSTYRENE (XPS) R13 RIGID FOAM INSULATION R-VALUE = 13

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

RIGID IINSULATION POLYSTYRENE (XPS) R-19 R-VALUE = 19

5/8" GYP. CEILING TWO LAYERS OF 5/8" TYPE X GYP. BOARD

R19 FIBERGLASS INSULATION R-VALUE = 19 WATERPROOF MEMBRANE

TWO LAYERS OF 5/8" TYPE X GYP. BOARD

 

1/2" SHEATHING OMEGA LAMINATORS INC.2" THERMOLITE METAL PANEL w/ PLASTIC STABILIZER/ ISOCYANURATE CORE CONTINUOUS INSULATION

SUPPORTING DOCUMENTATION REFERENCE:

5/8" GYP. CEILING

2" EXTRUDED POLYSTYRENE (XPS) R13 RIGID FOAM INSULATION R-VALUE = 13

TWO LAYERS OF 5/8" TYPE X GYP. BOARD

CAVITY INSULATION R-VALUE = 19

FACE BRICK 1" AIR SPACE

3'-6"

SANDSTONE MOULDING

CANT. STRIP

WATERPROOF MEMBRANE

1/2" SHEATHING

RIGID IINSULATION POLYSTYRENE (XPS) R-19 R-VALUE = 19

TWO LAYERS OF 5/8" TYPE X GYP. BOARD

WATERPROOF MEMBRANE 1/2" SHEATHING

ROOF TYPE

EN-101

EXTERIOR WALL TYPE

EN-101

FOUNDATION TYPE

EN-101

BASEMENT/ CELLAR WALL TYPE

EN-101

WINDOWS TYPE

A-301

DOORS TYPE

A-301

PROGRESS INSPECTION FOR ENVELOPE

EN-106

⅊

⅊ 

⅊

SANDSTONE PANEL

⅊

1/2" SHEATHING



2" EXTRUDED POLYSTYRENE (XPS) R13 RIGID FOAM INSULATION R-VALUE = 13

1" EXTRUDED POLYSTYRENE (XPS) R5 RIGID FOAM INSULATION R-VALUE = 5

5/8" GYP. CEILING

KEY PLAN

5/8" GYP. CEILING

CAVITY INSULATION R-VALUE = 19 TWO LAYERS OF 5/8" TYPE X GYP. BOARD SANDSTONE PANEL

R19 FIBERGLASS INSULATION R-VALUE = 19

FACE BRICK 1/2" SHEATHING



TWO LAYERS OF 5/8" TYPE X GYP. BOARD

WATERPROOF MEMBRANE 1" AIR SPACE

REINFORCED CONCRETE SLAB

 

2" EXTRUDED POLYSTYRENE (XPS) R13 RIGID FOAM 3-10 INSULATION R-VALUE = 13

5/8" GYP. CEILING

FLASHING

METAL PANEL / GRANITE PANEL / METAL STUD

PARTIAL EXTERIOR WALL DETAIL

EN-101.0 N.T.S.

2 LAYERS OF 3/4" PLYWOOD



FACE BRICK / METAL STUD

PARTIAL EXTERIOR WALL DETAIL

EN-101.0 N.T.S.

DESCRIPTION

139-04 HILLSIDE AVE JAMAICA, NEW YORK

1/2" PREMOLD FILLER

METAL ANGLE

DATE

PROJECT

1" EXTRUDED POLYSTYRENE (XPS) R5 RIGID FOAM INSULATION R-VALUE = 5

REV.#

WATERPROOF MEMBRANE 3" CRUSHED STONE BASE

ENERGY ANALYSIS - ENVELOPE & WALL DETAIL SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER C4 (COMMERCIAL ENERGY EFFICIENCY)

EN-101 PAGE No:

22 of 33

ROOF R-VALUE = 19

6TH FL.

EXTERIOR R-VALUE = 13

5TH FL. INTERIOR R-VALUE = 19

INTERIOR R-VALUE = 19

EXTERIOR R-VALUE = 13

5TH FL. INTERIOR R-VALUE = 19

4TH FL.

INTERIOR R-VALUE = 19

4TH FL.

EXTERIOR R-VALUE = 13

2ND FL.

EXTERIOR R-VALUE = 5

2ND FL.

EXTERIOR R-VALUE = 5

1ST FL.

EXTERIOR R-VALUE = 5

CELLAR

EXTERIOR R-VALUE = 5

CELLAR

THERMAL ENVELOPE SOUTH WALL

1'-2"

2ND FL.

1ST FL.

139TH STREET

THERMAL ENVELOPE EAST WALL

20'-2 1/2"

2ND FL.

EXTERIOR R-VALUE = 5

HILLSIDE AVE.

HILLSIDE AVE. EXTERIOR R-VALUE = 5

3RD FL

EXTERIOR R-VALUE = 5

CELLAR

THERMAL ENVELOPE WEST WALL (139TH ST)

NORTH WALL: RESIDENTIAL GRANITE PANEL / METAL FRAME = 202.53 S.F.

25'

EXTERIOR R-VALUE = 5

40'-4"

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

MICHAEL KANG, RA INTERIOR R-VALUE = 19

INTERIOR R-VALUE = 19

3RD FL

1ST FL.

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

4TH FL.

INTERIOR R-VALUE = 19

3RD FL

EXTERIOR R-VALUE = 13

5TH FL.

EXTERIOR R-VALUE = 13

4TH FL. INTERIOR R-VALUE = 19

3RD FL

EXTERIOR R-VALUE = 13

5TH FL.

MICHAEL KANG ARCHITECT, PLLC.

EXTERIOR R-VALUE = 5

139TH STREET

1ST FL.

EXTERIOR R-VALUE = 5

EXTERIOR R-VALUE = 5 CELLAR

THERMAL ENVELOPE NORTH WALL (HILLSIDE AVE)

39'-7 7/8"

15' 17'-4" W6

RESIDENTIAL METAL PANEL / METAL FRAME = 1,380.10 S.F.

WEST WALL: RESIDENTIAL METAL PANEL / METAL FRAME = 389.21 S.F.

WEST WALL: RESIDENTIAL FACE BRICK / METAL FRAME = 344.39 S.F.

21'-0 1/2"

NORTH WALL: HOTEL GRANITE PANEL / METAL FRAME = 912.46 S.F.

18'-6"

85'-6 1/2"

18'-6 1/2"

20'-2 3/8"

⅊ 85'-6 1/4" KEY PLAN

13'-7 1/4"

EAST WALL: RESIDENTIAL FACE BRICK / METAL FRAME = 361.54 S.F.

EAST WALL: RESIDENTIAL METAL PANEL / METAL FRAME = 372.18 S.F.

18'-6"

39'-7 7/8" W5

18'-6"

WEST WALL: HOTEL GRANITE PANEL / METAL FRAME = 314.17 S.F.

19'-6 3/4"

WEST BELOW GRADE WALL: SOLID CONCRETE = 307.57 S.F.

26'-0 1/2"

SOUTH WALL: RESIDENTIAL FACE BRICK / METAL FRAME = 1582.63 S.F. W5

19'-4 5/8"

15'-5"

⅊ 3/8"

85'-6 1/2" W5

26'-1"

61'-0 1/2"

⅊

1'-8"

WEST WALL: RETAIL GRANITE PANEL / METAL FRAME 20'-2 = 237.29 S.F.

NORTH WALL: RETAIL GRANITE PANEL / METAL FRAME = 496.89 S.F.

42'-3 1/8"

NORTH BELOW GRADE WALL SOLID CONCRETE = 729.93 S.F.

BUILDING ROOF = 3,361.64 S.F.

4'-9"

85'-6 1/2"

2'-6"

6'-9"

43'-3 3/8"

WEST WALL: HOTEL FACE BRICK / METAL FRAME = 485.53 S.F.

11'-9"

WEST WALL: HOTEL METAL PANEL / METAL FRAME = 548.71 S.F.

2'-6"

11'-9"

24'-6"

9'-3"

11'-9" 1'-8"

11'-9"

13'-5"

26'-1"

39'-6 7/8"

26'-1"

HOTEL METAL PANEL / METAL FRAME = 1970.33 S.F.

DATE

REV.#

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE EAST WALL: HOTEL FACE BRICK / METAL FRAME = 509.71 S.F.

EAST WALL: HOTEL METAL PANEL / METAL FRAME = 524.71 S.F.

JAMAICA, NEW YORK 26'-1"

26'-1"

SOUTH WALL: HOTEL FACE BRICK / METAL FRAME = 2231.23 S.F.

26'-1"

THERMAL ENVELOPE & AREA DIAGRAMS

9'-0 1/2" SOUTH BELOW GRADE WALL : SOLID CONCRETE = 282.80 S.F.

EAST BELOW GRADE WALL: SOLID CONCRETE = 203.20 S.F.

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang

12'-11"

17'-2" 3'

85'-6 1/2"

39'-10 5/8"

7'-3"

76'-6"

17'-2"

SOUTH WALL: HOTEL GRANITE PANEL / METAL FRAME = 1442.19 S.F.

4'-9"

1'-9"

15'-5"

SEAL & SIGNATURE EAST WALL: HOTEL GRANITE PANEL / METAL FRAME = 596.52 S.F.

DWG No:

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER C4 (COMMERCIAL ENERGY EFFICIENCY)

EN-102.00 PAGE No:

23 of 33

LIGHTING CONTROL NARRATIVES IN COMPLIANCE WITH 2016 NYC ECC:

TO LIGHTING CIRCUITS

C405.1 GENERAL (MANDATORY). THIS SECTION COVERS LIGHTING SYSTEM CONTROLS, THE MAXIMUM LIGHTING POWER FOR INTERIOR AND EXTERIOR APPLICATIONS AND ELECTRICAL ENERGY CONSUMPTION. EXCEPTION: DWELLING UNITS WITHIN COMMERCIAL BUILDINGS SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS C405.2 THROUGH C405.5, PROVIDED THAT THEY COMPLY WITH SECTION R404.1.

LIGHTING PANEL

C405.2 LIGHTING CONTROLS (MANDATORY). LIGHTING SYSTEMS SHALL BE PROVIDED WITH CONTROLS AS SPECIFIED IN SECTIONS C405.2.1, C405.2.2, C405.2.3, C405.2.4 AND C405.2.5. LIGHTING CONTROLS SHALL BE COMMISSIONED AND COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION C408.3. EXCEPTION: LIGHTING CONTROLS ARE NOT REQUIRED FOR THE FOLLOWING: 1. AREAS DESIGNATED AS SECURITY OR EMERGENCY AREAS THAT ARE REQUIRED TO BE CONTINUOUSLY LIGHTED. 2. INTERIOR EXIT STAIRWAYS, INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS. 3. EMERGENCY EGRESS LIGHTING THAT IS NORMALLY OFF. C405.2.1 OCCUPANT SENSOR CONTROLS. OCCUPANT SENSOR CONTROLS SHALL BE INSTALLED TO CONTROL LIGHTS IN THE FOLLOWING SPACE TYPES: CLASSROOMS/LECTURE/TRAINING ROOMS, CONFERENCE/MEETING/MULTIPURPOSE ROOMS, COPY/PRINT ROOMS, LOUNGES, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE OFFICES, RESTROOMS, STORAGE ROOMS, JANITORIAL CLOSETS, LOCKER ROOMS, OTHER SPACES 300 SQUARE FEET (28 M²) OR LESS THAT ARE ENCLOSED BY FLOOR-TO-CEILING HEIGHT PARTITIONS, WAREHOUSES, OPEN PLAN OFFICES.

MICHAEL KANG ARCHITECT, PLLC. 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

MICHAEL KANG, RA

C405.2.2 TIME-SWITCH CONTROLS. EACH AREA OF THE BUILDING THAT IS NOT PROVIDED WITH OCCUPANT SENSOR CONTROLS COMPLYING WITH SECTION C405.2.1.1

PROVIDE (1) WALL MOUNTED MULTI-POLE RELAY EACH WITH (12) CONTACTS COIL SHALL BE PROVIDED WITH TIME SWITCH CONTROLS COMPLYING WITH COMPLYING WITH SECTION C405.2.2.1. EXCEPTION: WHERE A MANUAL CONTROL PROVIDES LIGHT REDUCTION IN ACCORDANCE WITH SECTION C405.2.2.2, AUTOMATIC CONTROLS SHALL TO OPERATE ON 120V, CONTACTS RATED FOR 120V LIGHTING CIRCUITS, ASCO NOT BE REQUIRED FOR THE FOLLOWING: #917 MOUNTED IN NEMA I ENCLOSURE TO CONTROL LIGHTING CIRCUITS INDICATED.

TIME LOCK CONTROL WIRING DIAGRAM

N.T.S.

SUPPORTING DOCUMENTATION REFERENCE: INTERIOR & EXTERIOR LIGHTING LAYOUTS

EN-106 ~ EN-110

LIGHTING FIXTURE LEGEND

EN-103

LIGHTING CONTROLS NARRATIVES

EN-103

PROGRESS INSPECTION FOR LIGHTING

EN-105

1. 2. 3. 4. 5.

SLEEPING UNITS. SPACES WHERE PATIENT CARE IS DIRECTLY PROVIDED. SPACES WHERE AN AUTOMATIC SHUTOFF WOULD ENDANGER OCCUPANT SAFETY OR SECURITY. LIGHTING INTENDED FOR CONTINUOUS OPERATION. SHOP AND LABORATORY CLASSROOMS.

C405.2.2.1 TIME-SWITCH CONTROL FUNCTION. EACH SPACE PROVIDED WITH TIME-SWITCH CONTROLS SHALL ALSO BE PROVIDED WITH A MANUAL CONTROL FOR LIGHT REDUCTION IN ACCORDANCE WITH SECTION C405.2.2.2. 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 SHALL 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 (465 M²). EXCEPTIONS: 1. WITHIN MALLS, ARCADES, AUDITORIUMS, SINGLE-TENANT RETAIL SPACES, INDUSTRIAL FACILITIES AND ARENAS: 1.1. THE TIME LIMIT SHALL BE PERMITTED TO BE GREATER THAN 2 HOURS, PROVIDED THAT THE OVERRIDE SWITCH IS A CAPTIVE KEY DEVICE. 1.2. THE AREA CONTROLLED BY THE OVERRIDE SWITCH IS PERMITTED TO BE GREATER THAN 5,000 SQUARE FEET (465 M²), BUT SHALL NOT BE GREATER THAN 20,000 SQUARE FEET (1860 M²). 2. WHERE PROVIDED WITH MANUAL CONTROL, THE FOLLOWING AREAS ARE NOT REQUIRED TO HAVE LIGHT REDUCTION CONTROL: 2.1. SPACES THAT HAVE ONLY ONE LUMINAIRE WITH A RATED POWER OF LESS THAN 100 WATTS. 2.2. SPACES THAT USE LESS THAN 0.6 WATTS PER SQUARE FOOT (6.5 W/M²). 2.3. CORRIDORS, EQUIPMENT ROOMS, PUBLIC LOBBIES, ELECTRICAL OR MECHANICAL ROOMS. C405.2.2.2 LIGHT-REDUCTION CONTROLS. SPACES REQUIRED TO HAVE LIGHT-REDUCTION CONTROLS SHALL HAVE A MANUAL CONTROL THAT ALLOWS THE OCCUPANT TO REDUCE THE CONNECTED LIGHTING LOAD IN A REASONABLY UNIFORM ILLUMINATION PATTERN BY AT LEAST 50 PERCENT. LIGHTING REDUCTION SHALL BE ACHIEVED BY ONE OF THE FOLLOWING OR ANOTHER APPROVED METHOD: 1. CONTROLLING ALL LAMPS OR LUMINAIRES. 2. DUAL SWITCHING OF ALTERNATE ROWS OF LUMINAIRES, ALTERNATE LUMINAIRES OR ALTERNATE LAMPS. 3. SWITCHING THE MIDDLE LAMP LUMINAIRES INDEPENDENTLY OF THE OUTER LAMPS. 4. SWITCHING EACH LUMINAIRE OR EACH LAMP. EXCEPTION: LIGHT REDUCTION CONTROLS ARE NOT REQUIRED IN DAYLIGHT ZONES WITH DAYLIGHT RESPONSIVE CONTROLS COMPLYING WITH SECTION C405.2.3. C405.2.2.3 MANUAL CONTROLS. MANUAL CONTROLS FOR LIGHTS SHALL COMPLY WITH THE FOLLOWING: 1. SHALL BE READILY ACCESSIBLE TO OCCUPANTS. 2. SHALL B LOCATED WHERE THE CONTROLLED LIGHTS ARE VISIBLE, OR SHALL IDENTIFY THE AREA SERVED BY THE LIGHT AND INDICATE THEIR STATUS. C405.2.3 DAYLIGHT-RESPONSIVE CONTROLS. DAYLIGHT-RESPONSIVE CONTROLS COMPLYING WITH SECTION C405.2.3.1 SHALL BE PROVIDED TO CONTROL THE ELECTRIC LIGHTS WITHIN DAYLIGHT ZONES IN THE FOLLOWING SPACES: 1. SPACES WITH A TOTAL OF MORE THAN 150 WATTS OF GENERAL LIGHTING WITHIN SIDELIGHT DAYLIGHT ZONES COMPLYING WITH SECTION C405.2.3.2. GENERAL LIGHTING DOES NOT INCLUDE LIGHTING THAT IS REQUIRED TO HAVE SPECIFIC APPLICATION CONTROL IN ACCORDANCE WITH SECTION C405.2.4. 2. SPACES WITH A TOTAL OF MORE THAN 150 WATTS OF GENERAL LIGHTING WITHIN TOPLIGHT DAYLIGHT ZONES COMPLYING WITH SECTION C405.2.3.3. EXCEPTIONS: DAYLIGHT RESPONSIVE CONTROLS ARE NOT REQUIRED FOR THE FOLLOWING: 1. SPACES IN HEALTH CARE FACILITIES WHERE PATIENT CARE IS DIRECTLY PROVIDED. 2. DWELLING UNITS AND SLEEPING UNITS. 3. LIGHTING THAT IS REQUIRED TO HAVE SPECIFIC APPLICATION CONTROL IN ACCORDANCE WITH SECTION C405.2.4. 4. SIDELIGHT DAYLIGHT ZONES ON THE FIRST FLOOR ABOVE GRADE IN GROUP A-2 AND GROUP M OCCUPANCIES. C405.2.3.1 DAYLIGHT-RESPONSIVE CONTROL FUNCTION. WHERE REQUIRED, DAYLIGHT-RESPONSIVE CONTROLS SHALL BE PROVIDED WITHIN EACH SPACE FOR CONTROL OF LIGHTS IN THAT SPACE AND SHALL COMPLY WITH ALL OF THE FOLLOWING: 1. LIGHTS IN TOPLIGHT DAYLIGHT ZONES IN ACCORDANCE WITH SECTION C405.2.3.3 SHALL BE CONTROLLED INDEPENDENTLY OF LIGHTS IN SIDELIGHT DAYLIGHT ZONES IN ACCORDANCE WITH SECTION C405.2.3.2. 2. DAYLIGHT RESPONSIVE CONTROLS WITHIN EACH SPACE SHALL BE CONFIGURED SO THAT THEY CAN BE CALIBRATED FROM WITHIN THAT SPACE BY AUTHORIZED PERSONNEL. 3. CALIBRATION MECHANISMS SHALL BE READILY ACCESSIBLE. 4. WHERE LOCATED IN OFFICES, CLASSROOMS, LABORATORIES AND LIBRARY READING ROOMS DAYLIGHT RESPONSIVE CONTROLS SHALL DIM LIGHTS CONTINUOUSLY FROM FULL LIGHT OUTPUT TO 15 PERCENT OF FULL LIGHT OUTPUT OR LOWER. 5. DAYLIGHT RESPONSIVE CONTROLS SHALL BE CAPABLE OF A COMPLETE SHUTOFF OF ALL CONTROLLED LIGHTS. 6. LIGHTS IN SIDELIGHT DAYLIGHT ZONES IN ACCORDANCE WITH SECTION C405.2.3.2 FACING DIFFERENT CARDINAL ORIENTATIONS [I.E., WITHIN 45 DEGREES (0.79 RAD) OF DUE NORTH, EAST, SOUTH, WEST]SHALL BE CONTROLLED INDEPENDENTLY OF EACH OTHER. EXCEPTION: UP TO 150 WATTS OF LIGHTING IN EACH SPACE IS PERMITTED TO BE CONTROLLED TOGETHER WITH LIGHTING IN A DAYLIGHT ZONE FACING A DIFFERENT CARDINAL ORIENTATION.

INTERIOR LIGHTING POWER ALLOWANCES: 2016 NYC ECC TABLE C405.4.2(1) ² ² ² ²

C405.2.3.2 SIDELIGHT DAYLIGHT ZONE. THE SIDELIGHT DAYLIGHT ZONE IS THE FLOOR AREA ADJACENT TO VERTICAL FENESTRATION WHICH COMPLIES WITH ALL OF THE FOLLOWING: 1. WHERE THE FENESTRATION IS LOCATED IN A WALL, THE DAYLIGHT ZONE SHALL EXTEND LATERALLY TO THE NEAREST FULL-LENGTH WALL, OR UP TO 1.0 TIMES THE HEIGHT FROM THE FLOOR TO THE TOP OF THE FENESTRATION, AND LONGITUDINALLY FROM THE EDGE OF THE FENESTRATION TO THE NEAREST FULL-HEIGHT WALL, OR UP TO 2 FEET (610 MM), WHICHEVER IS LESS, AS INDICATED IN FIGURE C405.2.3.2(1). 2. WHERE THE FENESTRATION IS LOCATED IN A ROOFTOP MONITOR, THE DAYLIGHT ZONE SHALL EXTEND LATERALLY TO THE NEAREST OBSTRUCTION THAT IS TALLER THAN 0.7 TIMES THE CEILING HEIGHT, OR UP TO 1.0 TIMES THE HEIGHT FROM THE FLOOR TO THE BOTTOM OF THE FENESTRATION, WHICHEVER IS LESS, AND LONGITUDINALLY FROM THE EDGE OF THE FENESTRATION TO THE NEAREST OBSTRUCTION THAT IS TALLER THAN 07. TIMES THE CEILING HEIGHT, OR UP TO 0.25 TIMES THE HEIGHT FROM THE FLOOR TO THE BOTTOM OF THE FENESTRATION, WHICHEVER IS LESS, AS INDICATED IN FIGURES C405.2.3.2(2) AND C405.2.3.2(3). 3. THE AREA OF THE FENESTRATION IS NOT LESS THAT 24 SQUARE FEET (2.23 M²). 4. THE DISTANCE FROM THE FENESTRATION TO ANY BUILDING OR GEOLOGICAL FORMATION WHICH WOULD BLOCK ACCESS TO DAYLIGHT IS GREATER THAN THE HEIGHT FROM THE BOTTOM OF THE FENESTRATION TO THE TOP OF THE BUILDING OR GEOLOGIC FORMATION. 5. WHERE LOCATED IN EXISTING BUILDINGS, THE VISIBLE TRANSMITTANCE OF THE FENESTRATION IS NOT LESS THAN 0.20.

EXTERIOR LIGHTING POWER ALLOWANCES: 2016 NYC ECC TABLE C405.5.2(2) ² ² ²

² ²

INTERIOR LIGHTING SCHEDULE

⅊

⅊ ⅊

KEY PLAN

F07

ALL TIME SWITCHES SHALL BE ABLE TO RETAIN PROGRAMMING AND THE TIME SETTING DURING LOSS OF POWER FOR A PERIOD OF AT LEAST 10 HOURS EXCEPTION: LIGHTING FOR COVERED VEHICLE ENTRANCES OR EXITS FROM BUILDING OR PARKING STRUCTURES WHERE REQUIRED FOR SAFETY, SECURITY OR EYE ADAPTATION.

F07

C405.3 EXIT SIGNS (MANDATORY). INTERNALLY ILLUMINATED EXIT SIGNS SHALL NOT BE MORE THAN 5 WATTS PER SIDE.

F08

REV.#

DATE

DESCRIPTION

F08

C405,5 EXTERIOR LIGHTING (MANDATORY). WHERE THE POWER FOR EXTERIOR LIGHTING IS SUPPLIED THROUGH THE ENERGY SERVICE TO THE BUILDING. ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION C405.5.1 EXCEPTION: WHERE APPROVED BECAUSE OF HISTORICAL, SAFETY, SIGNAGE OR EMERGENCY CONSIDERATIONS. C405.6 ELECTRICAL ENERGY CONSUMPTION (MANDATORY). EACH DWELLING UNIT LOCATED IN A GROUP R-2 BUILDING SHALL HAVE A SEPARATE ELECTRICAL METER.

R16

C405.9.1 ELEVATOR CABS. FOR THE LUMINAIRES IN EACH ELEVATOR CAB, NOT INCLUDING SIGNALS AND DISPLAYS, THE SUM OF THE LUMENS DIVIDED BY THE SUM OF THE WATTS SHALL BE NOT LESS THAN 35 LUMENS PER WATT. VENTILATION FANS IN ELEVATORS THAT DO NOT HAVE THEIR OWN AIR-CONDITIONING SYSTEM SHALL NOT CONSUME MORE THAN 0.33 WATTS/CFM AT THE MAXIMUM RATED SPEED OF THE FAN. CONTROLS SHALL BE PROVIDED THAT WILL DE-ENERGIZE VENTILATION FANS AND LIGHTING SYSTEMS WHEN THE ELEVATOR IS STOPPED, UNOCCUPIED AND WITH ITS DOORS CLOSED FOR OVER 15 MINUTES.

D168

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK

D162

ENERGY ANALYSIS - LIGHTING D180

SEAL & SIGNATURE M

DRAWING BY: C. Kuo / K CHK BY: M. Kang

EXTERIOR LIGHTING SCHEDULE FIXTURE TYPE/ MANUFACTURER

MODEL

D180

LITEBOX - 6" LED DOWNLIGHT MODULE

LB6LEDA

P188

BAY VIEW STAINLESS STEEL 12-INCH-H OUTDOOR LIGHT

EU6D136

ROOF AREA

GE GS14 48IN. LED LIGHT

GS14

PARKING LOT

SYMBOL

P165

LAMP WATTAGES

LOCATIONS

6.5

ENTRY CANOPY

DATE: 3/09/17 PROJECT No: 201505

DWG No: COMMMENTS

ELECTRONIC BALLAST ELECTRONIC BALLAST ELECTRONIC BALLAST

QUANTITIES

TOTAL WATTAGES

323

126

EN-103.00 PAGE No:

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

√ √

MICHAEL KANG, RA

√

√ √

√

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⅊ √

⅊ ⅊

√

KEY PLAN

√

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK ENERGY ANALYSIS - INSPECTION CHECKLIST SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

EN-104.00 PAGE No:

25 of 33

√

MICHAEL KANG, RA

√

√ √

√

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⅊ √

⅊ ⅊ √ √ KEY PLAN

√

REV.#

DATE

DESCRIPTION

PROJECT

√

139-04 HILLSIDE AVE JAMAICA, NEW YORK ENERGY ANALYSIS - INSPECTION CHECKLIST SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

EN-105.00 PAGE No:

26 of 33

TABLE II - PROGRESS INSPECTIONS FOR ENERGY CODE COMPLIANCE COMMERCIAL BUILDINGS (1 RCNY §5000-01 CHAPTER 5000 NYCECC)

IIA

IIA2

ENVELOPE INSPECTIONS

YES

AS REQUIRED DURING FOUNDATION WORK AND PRIOR TO BACKFILL

APPROVED CONSTRUCTION DOCUMENTS

C303.2.1; ASHRAE 90.1 - 5.8.1.7

AS REQUIRED TO VERIFY CONTINUOUS ENCLOSURE WHILE WALLS, CEILINGS AND FLOORS ARE OPEN

APPROVED CONSTRUCTION DOCUMENTS

C303.1, C303.1.1, C303.1.2, C402.1, C402.2; ASHRAE 90.1 - 5.5, 5.6 OR 11; 5.8.1

IIA3

APPROVED CONSTRUCTION DRAWINGS; NFRC 100, NFRC 200

IIA4

FENESTRATION AIR LEAKAGE: WINDOWS, SKYLIGHTS AND SLIDING OR SWINGING DOOR ASSEMBLIES, EXCEPT SIT-BUILT WINDOWS AND/ OR DOORS, SHALL BE VISUALLY INSPECTED TO VERIFY THAT INSTALLED ASSEMBLIES ARE LISTED AND LABELED BY THE MANUFACTURER TO THE REFERENCED STANDARD.

AS REQUIRED DURING INSTALLATION; PRIOR TO FINAL CONSTRUCTION INSPECTION

NFRC 400, AAMA/WDMA/CSA 101/ C402.3; ASHRAE I.S.2/A400 ASTM E283; ANSI/DASMA 90.1 - 5.4.3.2 105

PRIOR TO FINAL CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C402.3; ASHRAE 90.1 - 5.5.4.2, 5.6 OR 11

C402.4; ASHRAE 90.1 - 5.4.3.1

TABLE II - PROGRESS INSPECTIONS FOR ENERGY CODE COMPLIANCE COMMERCIAL BUILDINGS (1 RCNY §5000-01 CHAPTER 5000 NYCECC)

IIB

PRIOR TO FINAL CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS; ANSI Z21.60 (SEE ALSO MC 904), ANSI Z21.50

C402.2.9; BC 2111; MC CHAPTERS 7, 8, 9; FGC CHAPTER 6

AS REQUIRED DURING INSTALLATION

APPROVED CONSTRUCTION DOCUMENTS; AMCA 500D

C403.2.4.4; ASHRAE 90.1 – 6.4.3.4

IIB3

PRIOR TO FINAL PLUMBING AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C403.2, C404.2, C404.7, C406.2; ASHRAE 90.1 – 6.3, 6.4.1, 6.4.2, 6.8; 7.4, 7.8

IIB4

APPROVED CONSTRUCTION DOCUMENTS, INCLUDING CONTROL SYSTEM NARRATIVES; ASHRAE GUIDELINE 1: THE HVAC COMMISSIONING PROCESS WHERE APPLICABLE

C403.2.4, C403.2.5.1, C403.2.11, C403.3, C403.4, C404.3, C404.6, C404.7; ASHRAE 90.1 – 6.3, 6.4, 6.5, 7.4.4, 7.4.5

IIB2

FOR CURTAIN WALL, STOREFRONT GLAZING, COMMERCIAL ENTRANCE DOORS AND REVOLVING DOORS, THE TESTING REPORTS SHALL BE REVIEWED TO VERIFY THAT THE INSTALLED ASSEMBLY COMPLIES WITH THE STANDARD CITED IN THE APPROVED PLANS FENESTRATION AREAS: DIMENSIONS OF WINDOWS, DOORS AND SKYLIGHTS SHALL BE VERIFIED BY VISUAL INSPECTION.

IIA6

AIR SEALING AND INSULATION - VISUAL INSPECTION: AS REQUIRED DURING OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE CONSTRUCTION ENVELOPE, INCLUDING SITE-BUILT FENESTRATION AND DOORS, SHALL BE VISUALLY INSPECTED TO VERIFY THAT A CONTINUOUS AIR BARRIER AROUND THE . ENVELOPE FORMS AN AIR-TIGHT ENCLOSURE. THE PROGRESS INSPECTOR SHALL VISUALLY INSPECT TO VERIFY THAT MATERIALS AND/ OR ASSEMBLIES HAVE BEEN TESTED AND MEET THE REQUIREMENTS OF THE RESPECTIVE STANDARDS, OR THAT THE BUILDING IS TESTED AND MEETS THE REQUIREMENTS OF THE STANDARD, IN ACCORDANCE WITH THE STANDARD(S) CITED IN THE APPROVED PLANS

APPROVED CONSTRUCTION DOCUMENTS; ASTM E2178; ASTM E2357; ASTM E1677, ASTM E779, ASTM E283

APPROVED CONSTRUCTION DOCUMENTS, ASTM E 779

LOADING DOCK WEATHERSEALS: WEATHERSEALS AT LOADING DOCKS SHALL BE VISUALLY VERIFIED.

PRIOR TO FINAL CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C402.4.6; ASHRAE 90.1 - 5.4.3.3

VESTIBULES: REQUIRED ENTRANCE VESTIBULES SHALL PRIOR TO FINAL BE VISUALLY INSPECTED FOR PROPER OPERATION. CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C402.4.7; ASHRAE 90.1 - 5.4.3.4

IIA7

IIA8

C402.5.1.3

IIB5

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C405.7

IIC2

LIGHTING IN DWELLING UNITS: LAMPS IN PERMANENTLY INSTALLED LGHTING FIXTURES SHALL BE VISUALLY INSPECTED TO VERIFY COMPLIANCE WITH HIGH-EFFICACY REQUIREMENTS.

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C405.1; ASHRAE 90.1 - 9.1.1

IIC3

INTERIOR LIGHTING POWER: INSTALLED LIGHTING SHALL BE VERIFIED FOR COMPLIANCE WITH THE LIGHTING POWER ALLOWANCE BY VISUAL INSPECTION OF FIXTURES, LAMPS, BALLASTS AND TRANSFORMERS.

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C405.5, C406.3; ASHRAE 90.1 - 9.1, 9.2, 9.5, 9.6; IRCNY

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C405.6; ASHRAE 90.1 - 9.4.3; IRCNY

LIGHTING CONTROLS: EACH TYPE OF REQUIRED LIGHTING CONTROLS, INCLUDING:

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C405.2; ASHRAE 90.1 - 9.4.1 (AS MODIFIED BY SECTION ECC A102)

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

MICHAEL KANG, RA

IID IIC

MICHAEL KANG ARCHITECT, PLLC.

SYSTEMS SERVING MULTIPLE ZONES  VENTILATION  ENERGY RECOVERY SYSTEMS  HOT GAS BYPASS LIMITATION  TEMPERATURE  SERVICE WATER HEATING  HOT WATER SYSTEM  POOL HEATER AND TIME SWITCHES  EXHAUST HOODS  RADIANT HEATING SYSTEMS.  HVAC CONTROL IN GROUP R-1 SLEEPING ROOMS

IIB6 IIA9

YES

FIREPLACES: PROVISION OF COMBUSTION AIR AND TIGHT-FITTING FIREPLACE DOORS SHALL BE VERIFIED BY VISUAL INSPECTION.

C303.1, C303.1.3, C402.3; ASHRAE 90.1 - 5.5; 5.6 OR 11; 5.8.2

IIA5

MECHANICAL AND SERVICE WATER HEATING INSPECTIONS

AFTER INSTALLATION AND PRIOR TO CLOSING SHAFTS, CEILINGS AND WALLS

AFTER INSTALLATION AND SEALING AND PRIOR TO CLOSING SHAFTS, CEILINGS AND WALLS

APPROVED CONSTRUCTION DOCUMENTS; SMACNA DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE

C403.2.7, C403.2.8, C404.5, MC 603.9; ASHRAE 90.1 – 6.3, 6.4.4, 6.8.2, 6.8.3; 7.4.3

APPROVED C403.2.7.1.3; CONSTRUCTION ASHRAE 90.1 – DOCUMENTS; SMACNA 6.4.4.2.2 HVAC AIR DUCT LEAKAGE TEST MANUAL

⅊ ⅊

KEY PLAN

PRIOR TO SIGN-OFF OR ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY

APPROVED C303.3, CONSTRUCTION C408.2.5.2; DOCUMENTS, ASHRAE 90.1 – INCLUDING 4.2.2.3, 6.7.2.2, 8.7.2, 9.7.2.2 ELECTRICAL DRAWINGS WHERE APPLICABLE; ASHRAE GUIDELINE 4: PREPARATION OF OPERATING AND MAINTENANCE DOCUMENTATION FOR BUILDING SYSTEMS

REV.#

IIC4

IIC5

- OCCUPANT SENSORS - MANUAL INTERIOR LIGHTING CONTROLS - LIGHT-REDUCTION CONTROLS - AUTOMATIC LIGHTING SHUT-OFF - DAYLIGHT ZONE CONTROLS - SLEEPING UNIT CONTROLS - EXTERIOR LIGHTING CONTROLS

DESCRIPTION

139-04 HILLSIDE AVE JAMAICA, NEW YORK

§101-07(c)(3)(v) (C)4

ENERGY ANALYSIS - PROGRESS INSPECTION SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

SHALL BE VERIFIED BY VISUAL INSPECTION AND TESTED FOR FUNCTIONALITY AND PROPER OPERATION.

IIC6

DATE

PROJECT

§101-07(c)(3)(v) (C)4

⅊

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C402.3; ASRAE 90.1 - 5.5.4, 5.6 OR 11

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER C4 (COMMERCIAL ENERGY EFFICIENCY)

EN-106.00 PAGE No:

27 of 33

MICHAEL KANG, RA

⅊

⅊ ⅊

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK

CELLAR REFLECTED CEILING PLAN SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

NORTH

CELLAR REFLECTED CEILING PLAN

EN-107 1/4"=1'-0"

EN-107.00 PAGE No:

28 of 33

MICHAEL KANG, RA

⅊

⅊ ⅊

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK 1ST FLOOR REFLECTED CEILING PLAN SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

NORTH

1ST FL. REFLECTED CEILING PLAN

EN-108 1/4"=1'-0"

EN-108.00 PAGE No:

29 of 33

MICHAEL KANG, RA

⅊

⅊ ⅊

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK 2ND TO 4TH FLOOR REFLECTED CEILING PLAN SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

NORTH

2ND TO 4TH FL. REFLECTED CEILING PLAN

EN-109 1/4"=1'-0"

EN-109.00 PAGE No:

30 of 33

MICHAEL KANG, RA

⅊

⅊ ⅊

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK 5TH TO 6TH FLOOR REFLECTED CEILING PLAN SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

NORTH

5TH TO 6TH FL. REFLECTED CEILING PLAN

EN-110 1/4"=1'-0"

EN-110.00 PAGE No:

31 of 33

MICHAEL KANG, RA

⅊

⅊ ⅊

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK ROOF FLOOR REFLECTED CEILING PLAN SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

NORTH

ROOF FL. REFLECTED CEILING PLAN

EN-111 1/4"=1'-0"

EN-111.00 PAGE No:

32 of 33

MICHAEL KANG, RA

⅊

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KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

139-04 HILLSIDE AVE JAMAICA, NEW YORK BULKHEAD FLOOR REFLECTED CEILING PLAN SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

NORTH

BULKHEAD FL. REFLECTED CEILING PLAN

EN-112 1/4"=1'-0"

EN-112.00 PAGE No:

33 of 33

2718 Fulton Street

Michael Kang Architect

Hotel design in Brooklyn, New York 2017.3 - present Project responsibilities: Design, zoning & energy analysis, project devlepoment, construction documentation

PLOT PLAN

(SCALE: 3/32" = 1'-0")

PROPERTY INFORMATION 2718 FULTON STREET, BROOKLYN, NY BLOCK: 3673 LOT: 14, 15, 16 ZONING DISTRICT: C4-4L ZONING MAP: 17c CONSTRUCTION CLASS: I-B USE GROUP: 5A OCCUPANCY GROUP: R-1

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

10 STORY COMMERCIAL BUILDING

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

PROPERTY FRONTAGE WIDTH = 75' + 100' = 175'

MICHAEL KANG, RA

STREET TREE PLANTING NOTES TOTAL NUMBER OF: TREE REQUIRED BY NYC ZR 26-41 = 175' / 25' = 7 EXISTING TREES TO REMAIN = 0 EXISTING TREES TO BE REMOVED/ RELOCATED w/ NYC PARK DOCUMENTATION = 1 PROPOSED TREES TO BE PLANTED ON SITE = 1 TREES TO BE PLANTED OFF SITE = 0 TREES TO PAY INTO TREE FUND = 6

MEAN CURB LEVEL CALCULATION

KEY PLAN

ZONING MAP (14d)

REV.#

DATE

DESCRIPTION

PROJECT

PROPOSED SITE: 2718 FULTON STREET, BROOKLYN, NY BLOCK: 3673 LOT: 14, 15, 16 ZONING DISTRICT: C4-4L

2718 FULTON STREET BROOKLYN, NEW YORK

SITE PLAN & ZONING MAP SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

Z-101.00 PAGE No:

1 of 28

GENERAL NOTES 1.

A. B. C.

HOUSING MAINTENANCE NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18.

CARBON MONOXIDE & SMOKE DETECTOR NOTES 1.

FIRE WALL FIRE-RESISTANCE RATINGS

MULTIPLE DWELLING LAW OF .N.Y. STATES

ALLOWABLE HEIGHT AND BUILDING AREA TYPE OF CONSTRUCTION

(TABLE 503) PROPOSED

OCCUPANCY GROUP

DRAWING LIST

(BC TABLE 706.4)

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

√

F-1, H-3, H-5, M, S-1

√

ARTICLE 1. 2. 3. 4.

ARTICLE 1

INTRODUCTORY PROVISIONS; DEFINITIONS

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

SHORT TITLE LEGISLATIVE FINDING APPLICATION TO CITIES, TOWNS AND VILLAGES DEFINITIONS

FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES BETWEEN FIRE AREAS (BC TABLE 707.3.9)

ARTICLE 3

MULTIPLE DWELLINGS - GENERAL PROVISIONS

SECTION 25.

APPLICATION OF ARTICLE 3 TITLE 1 - LIGHT AND AIR

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

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

ARTICLE 4

FIREPROOF MULTIPLE DWELLINGS TITLE 1 - FIRE PROTECTION

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

REQUIREMENTS FOR FIREPROOF CONSTRUCTION STAIRS EGRESS FROM APARTMENTS BULKHEADS SEPARATION AND VENTILATION OF STAIRS CELLAR AND BASEMENT STAIRS PUBLIC HALLS PARTITIONS TITLE 2 - SANITATION

SECTION 115. SECTION 116. SECTION 107.

INTERIOR WATER-CLOSETS AND BATHROOMS WATER-CLOSETS IN CERTAIN CLASS B MULTIPLE DWELLINGS EMPLOYEES' WATER-CLOSETS

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

ARTICLE 2 SECTION 8. SECTION 9. SECTION 10. SECTION 11. SECTION 12. SECTION 13. SECTION 14.

√

FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS

HEIGHT

105'-3"

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

AREA

34957.70 S.F.

A-101.00 A-102.00 A-103.00 A-104.00 A-105.00 A-106.00 A-201.00 A-202.00 A-203.00 A-301.00 A-302.00

CELLAR PLAN 1ST FLOOR PLAN 2ND TO 5TH FLOOR PLAN 6TH TO 10TH FLOOR PLAN ROOF PLAN BULKHEAD PLAN BUILDING ELEVATION - NORTH (FULTON STREET) & WEST (WYONA STREET) BUILDING ELEVATION - SOUTH & BUILDING SECTION BUILDING SECTION PARTITION TYPES, DOOR, WINDOW & FINISH SCHEDULES ADA

EN-101.00 EN-102.00 EN-103.00 EN-104.00 EN-105.00 EN-106.00 EN-107.00 EN-108.00 EN-109.00 EN-110.00 EN-111.00

ENERGY ANALYSIS - ENVELOPE & WALL DETAIL ENERGY ANALYSIS - THERMAL ENVELOPE & AREA DIAGRAMS ENERGY ANALYSIS - LIGHTING ENERGY ANALYSIS - INSPECTION CHECKLIST ENERGY ANALYSIS - INSPECTION CHECKLIST ENERGY ANALYSIS - PROGRESS INSPECTIONS CELLAR REFLECTED CEILING PLAN 1ST FLOOR REFLECTED CEILING PLAN 2ND TO 5TH FLOOR REFLECTED CEILING PLAN 6TH TO 10TH FLOOR REFLECTED CEILING PLAN ROOF FLOOR REFLECTED CEILING PLAN

MICHAEL KANG, RA

√

1 1/2

√

3/4 3/4

1 1/2 1 1/2

√

1 1/2 1 1/2 3/4

1 1/2

√

3 3 1 1/2 1 1/2

1 1

1 3/4

1 1 3 2 1

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

INCIDENTAL USES AREAS

ROOMS THAT CONTAINS A LOW PRESSURE STEAM OR WATER BOILER REGARDLESS OF BTU PER HOUR INPUT

3 1 1/2

4 3 2 1 1/2

(BC TABLE 509)

1 HOUR OR PROVIDE AUTOMATIC SPRINKLER SYSTEM

2 HOUR

√

FIRE-RESISTANCE RATING REQUIREMENT FOR BUILDING ELEMENTS (HOURS) (TABLE 601) TYPE I BUILDING ELEMENT B 2

PRIMARY STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS, TRUSSES

BEARING WALLS - EXTERIOR

BEARING WALLS - INTERIOR

APPLICATION NOTES 1. 2. 3. 4. 5.

SITE PLAN & ZONING MAP NOTES, FIRE RESISTANT RATING & DRAWING LIST ZONING CALCULATIONS ZONING DIAGRAMS 1 ZONING DIAGRAMS 2 TRAVEL DISTANCE DIAGRAMS

(BC TABLE 715.4)

SEE TABLE 602

NONBEARING WALLS AND PARTITIONS - EXTERIOR

TYPE I-B HOTEL (R-1)

Z-101.00 Z-102.00 Z-103.00 Z-104.00 Z-105.00 Z-106.00

NONBEARING WALLS AND PARTITIONS - INTERIOR

FLOOR CONSTRUCTION AND SECONDARY MEMBERS INCLUDING SUPPORTING BEAMS AND JOISTS

KEY PLAN

ROOF CONSTRUCTION AND SECONDARY MEMBERS INCLUDING SUPPORTING BEAMS AND JOISTS

CONTROLLED INSPECTIONS

DEP NOTES (WASTE WATER) THE FACILITY DOES NOT CONTAIN ANY OF THE FOLLOWING FACILITY:

                                 

SITE STORM DRAINAGE DISPOSAL AND DETENTION SYSTEM INSTALLATION

BC 1704.20

FIRE STOPS, DRAFTSTOP, AND FIREBLOCK SYSTEMS

BC 1704.25

FIRE-RESISTANCE RATED CONSTRUCTION

BC 109.3.4

STRUCTURAL STEEL - WELDING

BC 1704.3.1

STRUCTURAL STEEL - ERECTION & BOLTING

BC 1704.3.2, BC 1704.3.3

MASONRY

BC 1704.5

SOILS - SITE PREPARATION

BC 1704.7.1

UNDERPINNING

BC 1704.9.1

EXCAVATION - SHEETING, SHORING AND BRACING

BC 1704.19, BC 3304.4.1

FOOTING AND FOUNDATION

BC 109.3.1

MECHANICAL SYSTEMS

BC 1704.15

SPRINKLER SYSTEMS

BC 1704.21

HEATING SYSTEMS

BC 1704.23

ENERGY CODE COMPLIANCE INSPECTIONS

BC 109.3.5

CONCRETE-CAST-IN-PLACE

BC 1704.4

SOILS-INVESTIGATIONS [BORINGS/TEST PITS]

BC 1704.7.4

CONCRETE TEST CYLINDERS (TR2)

BC 1905.6

TABLE REFERENCE IN 1RCNY S5000-01(H)(1) AND (2)

LEGEND 1 HOUR RATED GWB PARTITION

DETAIL

2 HOUR RATED GWB PARTITION ELEVATION

REV.#

DATE

DESCRIPTION

2 HOUR RATED CHASE WALL FURRED 8" CONCRETE WALL GRANITE PANEL/ STEEL FRAMED EXTERIOR WALL METAL PANEL/ STEEL FRAMED EXTERIOR WALL

ROOF DRAIN SMOKE & CARBON MONOXIDE DETECTOR COMBINATION

BUILDING SECTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK

NOTES, FIRE RESISTANT RATING & DRAWING LISTS

TR8 ITEMS

FENESTRATION THERMAL

(IA3), (IIA3)

EXIT SIGN

HVAC AND SERVICE WATER HEATING EQUIPMENT

(IB3), (IIB4)

WALL/ PARTITION TYPE

HVAC AND SERVICE WATER HEATING SYSTEM CONTROLS

(IB4), (IIB4)

DUCT PLENUM AND PIPING INSULATION AND SEALING

(IB5), (IIB5)

WINDOW TYPE

DUCT LEAKAGE TESTING

(IB6), (IIB6)

DOOR TYPE

LIGHTING IN DWELLING UNITS

(IC2), (IIC2)

LIGHTING CONTROLS

(IIC5)

FENESTRATION AREAS

(IA5)(IIA5)

INTERIOR LIGHTING POWER

(IIC3)

SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

Z-102.00 PAGE No:

2 of 28

ZONING CALCULATIONS & REGULATIONS

HEIGHT & SETBACK DIAGRAM

(SEE Z-104.00 & Z-105.00

FOR ZONING DIAGRAMS)

2718 FULTON STREET, BROOKLYN, NY BLOCK: 3673 LOT: 14, 15, 16 ZONING DISTRICT: C4-4L ZONING MAP: 17c CONSTRUCTION CLASS: I-B USE GROUP: 5A OCCUPANCY GROUP: R-1 QUALITY HOUSING BUILDING NUMBER OF STORIES: 10 STORIES HOTEL WITH CELLAR BUILDING HEIGHT: 105'-3'

ZR 132-22 (b)

GROUND FLOOR LEVEL SHALL OCCUPIED BY ANY NON-RESIDENTIAL USE.

PROPOSED COMMERCIAL/HOTEL USE ON GROUND FLOOR LEVEL.

√

ZR 132-22 (c)

TYPE-1 LOBBY SHALL BE PERMITTED AT GROUND FLOOR LEVEL.

PROPOSED TYPE-1 LOBBY LOCATED AT GROUND FLOOR LEVEL.

√

ZR 37-33 (a)(1)

20' FACING WIDE STR. / 30' FACING NARROW STR.

13' < 20' / 17' < 30'

ZR 132-32

MIN. TRANSPARENCY REQUIREMENTS

REFER TO ZR 37-34 COMPLIANCE BELOW

√

ZR 37-34

GROUND FLOOR LEVEL STREET WALL ALONG PRIMARY STREET FRONTAGE SHALL BE GLAZED WITH TRANSPARENT MATERIAL AT LEAST 50% BETWEEN HEIGHT OF 2' TO 12'.

PROPOSED BUILDING FACING FULTON STREET WITH AT LEAST 50% GLAZED TRANSPARENT MATERIAL BETWEEN 2' TO 12' HT.

√

ZR 132-33

DISTRICT OTHER THAN C4-4L, STREET WALL OF 40' OR WIDER MEASURED ALONG THE STREET LINE OF COMMERCIAL STREET, SIDEWALK WIDENING OF 5' SHALL BE PROVIDED.

PROPOSED DISTRICT ON C4-4L, NO SIDEWALK WIDENING REQUIRED.

√

ZR 132-43

60' / 5,700 S.F.

75' > 60' / 7,500 S.F. > 5,700 S.F.

TYPE-1 LOBBY SHALL NOT EXCEED 25% OF STREET WALL WIDTH OR LESS THAN 20' FACING WIDE STR, 30' FACING NARROW STR.

LOT AREA = 7,500 S.F. ZR 33-122

MAXIMUM FAR FOR C4-4L COMMERCIAL BUILDING = 4,00 PERMITTED FLOOR AREA = 7,500 x 4 = 30,000 S.F. PROPOSED FLOOR AREA = 29,964.47 S.F. < 30,000 S.F. ...O.K. √ PROPOSED FLOOR AREA RATIO = 29,964.47 / 7,500 = 4.00. ...O.K. √

FLOOR AREA CALCULATION FLOOR

GUESTROOM / DWELLING UNIT

CELLAR

3,109.49 S.F.

1ST FL.

3,109.49 S.F.

132.27 S.F.

2,977.22 S.F.

2ND FL.

3,109.49 S.F.

114.04 S.F.

2,995.45 S.F.

3RD FL.

3,109.49 S.F.

114.04 S.F.

2,995.45 S.F.

4TH FL.

3,109.49 S.F.

114.04 S.F.

2,995.45 S.F.

5TH FL.

3,109.49 S.F.

114.04 S.F.

2,995.45 S.F.

6TH FL.

3,109.49 S.F.

108.40 S.F.

3,001.09 S.F.

7TH FL.

3,109.49 S.F.

108.40 S.F.

3,001.09 S.F.

8TH FL.

3,109.49 S.F.

108.40 S.F.

3,001.09 S.F.

9TH FL.

3,109.49 S.F.

108.40 S.F.

3,001.09 S.F.

10TH FL.

3,109.49 S.F.

108.40 S.F.

3,001.09 S.F.

ROOF

753.31 S.F.

TOTAL

100

34957.70 S.F.

1883.74 S.F.

29,964.47 S.F.

√

MICHAEL KANG, RA

CURB CUTS ACCESSING OFF-STREET PARKING SPACES SHALL BE PERMITTED ON COMMERCIAL STREET. ONLY WHEN SUCH CURB CUT IS LOCATED ON ZONING LOT THAT (c) HAS WIDTH AT LEAST 60' ALONG COMMERCIAL STREET OR (d) HAS LOT AREA OF AT LEAST 5,700 S.F. PROPOSED PROPERTY WIDTH = 75' > 60' AND LOT SIZE = 7,500 S.F. > 5,700 S.F., CURB CUT IS ALLOWED.

√

HEIGHT & SETBACK DIAGRAM PROPOSED STAIR BULKHEAD PROPOSED ELEVATOR CONTROL ROOM PROPOSED MECHANICAL ROOM PROPOSED STAIR BULKHEAD ROOF EL: 159.67'

FL10 EL: 149.67'

PROPOSED ELEVATOR BULKHEAD

FL9 EL: 139.67' REAR YARD

ZR 33-442

20'

15'-0" / 10'-0" DEPTH OF OPTIONAL FRONT OPEN AREA (ON NARROW STREET / ON WIDE STREET)

37'-11"'

REAR YARD OF 20' REQUIRED BEYOND 100' OF CORNER. PROPOSED BUILDING ON CORNER LOT WITHIN 100' OF CORNER

15'-0" / 10'-0"

ZR 36-21

PARKING SPACES REQUIRED FOR COMMERCIAL USE

ZR 36-62

REQUIRED ACCESSORY OFF-STREET LOADING BERTHS

REQUIRED BICYCLE PARKING SPACE

REFER TO SKY EXPOSURE PLANE ON THE RIGHT.

√

LOADING BERTH IS REQ'D FOR PROPOSED AREA > 100,000 SF PROPOSED NET AREA = 29,964.47 SF < 100,000 SF NO LOADING BERTH REQ'D.

√

1 BICYCLE PARKING PER 10,000 SF OF HOTEL AREA 29,964.47 SF / 10,000 = 3 SPACES REQUIRED.

√

GUESTROOM CALCULATION 5

FL8 EL: 129.67'

NONE REQUIRED PARKING FOR HOTEL IN ZONE C4-4L

FL7 EL: 119.67'

FL6 EL: 109.67'

FL5 EL: 99.67'

KEY PLAN

FL4 EL: 89.67'

FL3 EL: 79.67'

⅊

FL2 EL: 69.67'

FLOOR CELLAR

√

BUILDING HEIGHT 105'-3"

ZR 33-261

1ST FL.

2ND FL.

3RD FL.

4TH FL.

5TH FL.

6TH FL.

7TH FL.

8TH FL.

9TH FL.

10TH FL.

TOTAL

95 (95%)

5 (5%)

100 (100%)

DATE

DESCRIPTION

PROJECT

FL1 EL: 59.67' MEAN CURB LEVEL EL: 54.42' CELLAR EL: 49.67'

EL: 54.30'

EL: 54.92'

2718 FULTON STREET BROOKLYN, NEW YORK

EL: 54.61' EL: 54.92' EL: 54.92' EL: 54.92'

⅊

10 ANSI-A 117.1 TABLE 1107.6.1.1 ROOM 76-100, 5 ADA ROOM REQUIRED. PROPOSED ROOM = 100, 5 ADA ROOMS REQUIRED. 5 ADA ROOM PROVIDED ON 1ST, 2ND, 3RD, 4TH, 5TH FLOOR.

REV.#

EL: 54.92' EL: 54.92'

EL: 54.61' EL: 54.61'

ZONING CALCULATIONS SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

EL: 54.92'

PERMITTED OBSTRUCTION - STAIR BULKHEAD

⅊

Z-103.00 PAGE No:

EL: 54.92'

3 of 28

ZONING DIAGRAMS

(SEE Z.103.00 FOR ZONING CALCULATION)

MICHAEL KANG, RA

59'-9"

7 1/2"

9'-2"

4'-3 1/2"

7'-3"

7 1/2"

4'-6"

2'-6"

SERVICE ELEVATOR

(3500 LBS)

ELEV #1

OTIS GEN2

10'

2'-6"

7'-6" 9

10 7'-3"

7'-3"

7'-6"

7 1/2"

1'-7"

7'-3"

2'-4"

7 1/2"

1'-4"

1'-3 1/2"

(STRETCHER ADAPTABLE)

7 1/2"

7'-5 1/2"

7 1/2"

7'-6" 2'-6"

9'-2"

52'-0 1/2"

9'-2"

7'-3"

7'-6"

7'-3"

10'

2 1

8'-8"

4'-3 1/2"

SERVICE ELEVATOR

1'-4"

1'-7"

7'-3"

(STRETCHER ADAPTABLE)

ELEV #1

(3500 LBS)

OTIS GEN2

1'-4"

6'-9 1/2"

2'-4"

7 1/2"

5'-3 1/2"

10'-1"

52'-0 1/2"

SERVICE ELEVATOR

(STRETCHER ADAPTABLE)

ELEV #1

(3500 LBS)

52'-0 1/2"

OTIS GEN2

1'-4"

7'-3"

8 1/2"

6 5

KEY PLAN

FL2-5 FLOOR AREA DIAGRAM

CELLAR FLOOR AREA DIAGRAM

*ALL QUANTITIES ARE MEASURED IN SQUARE FEET

GROSS BUILDING AREA

GROSS HOTEL AREA: 3109.49

NET FLOOR AREA HOTEL ZONING FLOOR AREA: 3109.49 - 114.04 = 2995.45

DEDUCTIBLE AREA: 114.04 TOTAL PLUMBING CHASE AREA: 57.60 TOTAL

1 = 4.53

2 = 4.38

3 = 4.38

4 = 8.19

5 = 4.53

6 = 4.53

7 = 5.44

8 = 5.63

9 = 11.46

10 = 4.53

MECHANICAL & REFUSE CHUTE AREA: 56.44 TOTAL

11 = 12.22

12 = 32.00

13 = 12.22

REV.#

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK

FL1 FLOOR AREA DIAGRAM *ALL QUANTITIES ARE MEASURED IN SQUARE FEET

GROSS BUILDING AREA GROSS HOTEL AREA: 3109.49 NET FLOOR AREA HOTEL ZONING FLOOR AREA: 3109.49 - 132.27 = 2977.22

DEDUCTIBLE AREA: 132.27 TOTAL

ZONING DIAGRAMS 1

PLUMBING CHASE AREA: 31.59 TOTAL

1 = 4.53

2 = 5.44

3 = 5.63

4 = 11.46

MECHANICAL & REFUSE CHUTE AREA: 54.82 TOTAL

6 = 13.45

7 = 29.15

8 = 12.22

RPZ ROOM AREA: 45.86 TOTAL

9 = 45.86

5 = 4.53

SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

Z-104.00 PAGE No:

4 of 28

ZONING DIAGRAMS

(SEE Z.103.00 FOR ZONING CALCULATION)

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

59'-9"

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

MICHAEL KANG, RA 7 1/2"

7 1/2"

*ALL QUANTITIES ARE MEASURED IN SQUARE FEET

GROSS BUILDING AREA GROSS HOTEL AREA: 3109.49 NET FLOOR AREA HOTEL ZONING FLOOR AREA: 3109.49 - 108.40 = 3001.09

14'-10"

9' 4"

3 9'-8"

7 1/2"

7'-3"

FL6-10 FLOOR AREA DIAGRAM

11'-8"

7'-6"

11'-8"

7'-6"

2 4"

7'-3"

7'-6"

11'-7"

10'

8'-8"

12 7'-5 1/2"

7 1/2"

28'-8"

11'-7"

14'-10"

4'-3 1/2"

9'-2"

7'-3"

1'-4"

1'-3 1/2" 2'-6"

SERVICE ELEVATOR

3 (STRETCHER ADAPTABLE)

ELEV #1

OTIS GEN2

9'-2"

52'-0 1/2"

(3500 LBS)

7 1/2"

4'-6"

7 1/2"

7'-3"

8 1/2" 1'-4"

13'

ROOF AREA DIAGRAM

DEDUCTIBLE AREA: 108.40 TOTAL

1 = 4.53

2 = 4.38

3 = 4.38

4 = 8.19

5 = 4.53

6 = 4.53

7 = 5.63

8 = 5.63

9 = 5.63

10 = 4.53

12 = 32.00

STAIR & ELEVATOR BULKHEAD AREA: 507.42 TOTAL

GROSS BUILDING AREA

1 = 171.82

GROSS HOTEL AREA: 753.31

MECHANICAL & REFUSE CHUTE AREA: 56.44 TOTAL

11 = 12.22

DEDUCTIBLE AREA: 753.31 TOTAL

*ALL QUANTITIES ARE MEASURED IN SQUARE FEET

PLUMBING CHASE AREA: 51.96 TOTAL

NET FLOOR AREA

13 = 12.22

2 = 163.78

3 = 171.82

ELEVATOR CONTROL ROOM: 89.89 TOTAL

4 = 89.89

HOTEL ZONING FLOOR AREA: 753.31 - 753.31 = 0

MECHANICAL ROOM: 156.00 TOTAL

9 = 156.00

KEY PLAN

OCCUPANT AREA CELLAR

1ST FL

R-1 (HOTEL, TRANSIENT)

AREA PER OCCUPANT

MAX. OCCUPANT ALLOWED PER AREA

MAX. OCCUPANT ALLOWED PER FLOOR

DOOR

REQUIRED/ ALLOWED

PROPOSED

0.2

9 x 0.2 = 1.8

(2)36" EXIT = 72" > 1.8"

√

0.2

42 x 0.2 = 8.4

(1)72"+(2)36" EXIT = 144" > 8.4"

√

EXERCISE

231.01 S.F.

50 GROSS

GUESTROOM

738.45 S.F.

200 GROSS WITHIN D.U.

LOBBY & RECEPTION

311.36 S.F.

15 GROSS

GUESTROOM

713.46 S.F.

200 GROSS WITHIN D.U.

BREAKFAST AREA

16 SEATS

1 PERSON PER SEATING

PANTRY

88.67 S.F.

100 GROSS

REV.#

2ND to 5TH FL.

R-1 (HOTEL, TRANSIENT)

GUESTROOM

1,471.95 S.F.

200 GROSS WITHIN D.U.

0.2

7 x 0.2 = 1.4

(2)36" EXIT = 72" > 1.4"

√

6TH to 10TH FL.

R-1 (HOTEL, TRANSIENT)

GUESTROOM

1,519.05 S.F.

200 GROSS WITHIN D.U.

0.2

8 x 0.2 = 1.6

(2)36" EXIT = 72" > 1.6"

√

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK

OCCUPANT AREA CELLAR

R-1 (HOTEL, TRANSIENT)

ZONING DIAGRAMS 2

AREA PER OCCUPANT

MAX. OCCUPANT ALLOWED PER AREA

MAX. OCCUPANT ALLOWED PER FLOOR

STAIRWAY

REQUIRED/ ALLOWED

PROPOSED

EXERCISE

231.01 S.F.

50 GROSS

0.3

9 x 0.3 = 2.7

(2)44" EXIT = 88" > 2.7"

√

GUESTROOM

738.45 S.F.

200 GROSS WITHIN D.U.

SEAL & SIGNATURE

2ND to 5TH FL.

R-1 (HOTEL, TRANSIENT)

GUESTROOM

1,471.95 S.F.

200 GROSS WITHIN D.U.

0.3

7 x 0.3 = 2.1

(2)44" EXIT = 88" > 2.1"

√

6TH to 10TH FL.

R-1 (HOTEL, TRANSIENT)

GUESTROOM

1,519.05 S.F.

200 GROSS WITHIN D.U.

0.3

8 x 0.3 = 2.4

(2)44" EXIT = 88" > 2.4"

√

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

Z-105.00 PAGE No:

5 of 28

ZONING DIAGRAMS

(SEE Z.103.00 FOR ZONING CALCULATION)

MICHAEL KANG ARCHITECT, PLLC.

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

" '-1 15

22'-

COMMON PATH = 22'-7"

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

COMMON PATH = 33'-3"

TRAVEL DISTANCE = 43'-9"

SERVICE ELEVATOR

(STRETCHER ADAPTABLE)

ELEV #1

(3500 LBS)

OTIS GEN2

SERVICE ELEVATOR

(STRETCHER ADAPTABLE)

ELEV #1

18'-9"

(3500 LBS)

OTIS GEN2

MICHAEL KANG, RA 18'-2"

TRAVEL DISTANCE = 46'-8" 13'-5"

SERVICE ELEVATOR

(STRETCHER ADAPTABLE)

ELEV #1

(3500 LBS)

11'-4"

CELLAR

OTIS GEN2

2'-4"

TRAVEL DISTANCE = 62'-0" 28'-3"

2ND-5TH FLOOR

9'-5"

X COMMON PATH = 22'-5"

'-1

'-0

SERVICE ELEVATOR

(STRETCHER ADAPTABLE)

ELEV #1

OTIS GEN2

(3500 LBS)

COMMON PATH = 33'-3"

18'-2"

TRAVEL DISTANCE = 46'-8" 13'-5"

KEY PLAN

6TH-10TH FLOOR

1ST FLOOR

REV.#

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK CELLAR

R-1 (HOTELS, TRANSIENT)

5A (HOTELS, TRANSIENT)

MAX. COMMON PATH = 22'-7"/ MAX. TRAVEL DISTANCE = 43'-9"

75'-0"

200'-0"

√

1ST FL.

R-1 (HOTELS, TRANSIENT)

5A (HOTELS, TRANSIENT)

MAX. COMMON PATH = 22'-5"/ MAX. TRAVEL DISTANCE = 62'-0"

75'-0"

200'-0"

√

2ND & 5TH FL.

R-1 (HOTELS, TRANSIENT)

5A (HOTELS, TRANSIENT)

MAX. COMMON PATH = 33'-3"/ MAX. TRAVEL DISTANCE = 46'-8"

75'-0"

200'-0"

√

6TH & 10TH FL.

R-1 (HOTELS, TRANSIENT)

5A (HOTELS, TRANSIENT)

MAX. COMMON PATH = 33'-3"/ MAX. TRAVEL DISTANCE = 46'-8"

75'-0"

200'-0"

√

TRAVEL DISTANCE DIAGRAMS SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

Z-106.00 PAGE No:

6 of 28

MICHAEL KANG, RA

A-201

A-202

A-203

D4c

D4c 2

D4c

A-201

2 2

2 2 4

A-203

D3b

D3a

D3b

D4b

D4a 1

D3a

2 1

A-202

A-203

D4b

D4a

D3a

3 2

KEY PLAN

A-202

A-203

REV.#

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK

CELLAR PLAN SEAL & SIGNATURE

NORTH

CELLAR PLAN

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-101.00 PAGE No:

7 of 28

MICHAEL KANG, RA

A-201

A-202

A-203

EN-101

D4c

2 2

D4c

D4c 2

A-201

2 2 2

2 4

A-203

2 2

D3b D4b 2

D3a

D4b

D3a

D4c

D3b

D4b

A-202

KEY PLAN

A-202

A-203

REV.#

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK

1ST FLOOR PLAN SEAL & SIGNATURE

NORTH

1ST FLOOR PLAN

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-102.00 PAGE No:

8 of 28

MICHAEL KANG, RA

A-201

A-202

6 W4

A-203

EN-101

6 1 1

1 1

D4b

D3a

D3b

D4b

D3a

A-201

2 2

D3a

2 4

A-203

2 3

D3b D4b

D3a

D3b 1

D4b

D4b 2

D3b

D4b

D4c

D3a

A-203

A-202

KEY PLAN

A-202

A-203

REV.#

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK

2ND TO 5TH FLOOR PLAN SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang

2ND TO 5TH FL. PLAN

A-103.0 3/16"=1'-0" NOTE: 1. SEE STRUCTURE DRAWINGS, SITE CONNECTION, PRZ AND BPP DRAWINGS FOR DETAILS. NORTH 2. ALL STAIRS ARE STEEL PANE AND STAIR HANDRAILS TO BE 2'-10" MTL. 3. SEE MECHANICAL DRAWINGS FOR EXHAUST FAN DETAILS 4. SEE A-302 FOR H/C RESTROOM DETAILS 5. EQUIPMENT OPERATING & MAINTENANCE MANUAL TO BE PROVIDED TO THE BUILDING OWNER BY MECHANICAL CONTRACTOR

DWG No:

A-103.00 PAGE No:

9 of 28

MICHAEL KANG, RA

A-201

A-202

6 W4

A-203

EN-101

6 1 1

1 1

D3a

D3b

D4b

D3a

A-201

2 2

2 4

A-203

D3a

D3b

2 1

D4b

D3a 2

D4b

D3b

D3a

A-203

D4b 2

1 1

A-202

KEY PLAN

A-202

A-203

REV.#

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK

6TH TO 10TH FLOOR PLAN SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang

6TH TO 10TH FL. PLAN

DWG No:

A-104.00 PAGE No:

10 of 28

MICHAEL KANG, RA

A-201

A-204

EN-101

FLASHING 6" A.F.F- TYP.

A-205

FLASHING 6" A.F.F- TYP.

3" ROOF DRAIN

A-202

9 7

7 9

A-206

A-206 W5

7 7

3" ROOF DRAIN KEY PLAN

FLASHING 6" A.F.F- TYP. 3" ROOF DRAIN

FLASHING 6" A.F.F- TYP.

A-204

FLASHING 6" A.F.F- TYP.

A-203

A-205

REV.#

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK

ROOF PLAN

SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-105.00 PAGE No:

11 of 28

MICHAEL KANG, RA

A-201

A-202

EN-101

A-203

A-201

STAIR B BULKHEAD = 171.82 S.F.

A-203

MECHANICAL ROOM, ELEVATOR & CONTROL ROOM BULKHEAD = 409.67 S.F.

STAIR B BULKHEAD = 171.82 S.F.

A-203

KEY PLAN ROOF GROSS AREA = 3,109.49 S.F.

A-202

A-203

REV.#

DATE

DESCRIPTION

PROJECT

ROOF GROSS AREA = 3,109.49 S.F. 1/3 OF ROOF GROSS AREA = 1,036.50 S.F. PROPOSED BULKHEAD AREA = 171.82 + 409.67 + 171.82 = 753.31 S.F. < 1,036.50 S.F.

BULKHEAD PLAN

ROOF NET AREA: 3,109.49 - 753.31 = 2,356.18 S.F.

2718 FULTON STREET BROOKLYN, NEW YORK

BULKHEAD PLAN SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-106.00 PAGE No:

12 of 28

MICHAEL KANG, RA

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK BUILDING ELEVATION - NORTH (FULTON STREET) & WEST (WYONA STREET) SEAL & SIGNATURE

NORTH (FULTON STREET)

BUILDING ELEVATION

A-201.0 1/8"=1'-0"

WEST (WYONA STREET)

BUILDING ELEVATION

A-201.0 1/8"=1'-0"

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-201.00 PAGE No:

13 of 28

MICHAEL KANG, RA

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK BUILDING ELEVATION - SOUTH & BUILDING SECTION SEAL & SIGNATURE

SOUTH

BUILDING ELEVATION

A-202.0 1/8"=1'-0"

BUILDING SECTION

A-202.0 1/8"=1'-0"

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-202.00 PAGE No:

14 of 28

MICHAEL KANG, RA

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK

BUILDING SECTION SEAL & SIGNATURE

BUILDING SECTION

A-203.0 1/8"=1'-0"

BUILDING SECTION

A-203.0 1/8"=1'-0"

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-203.00 PAGE No:

15 of 28

INTERIOR WALL & PARTITION TYPES 1 5/8" METAL TRACK

CEILING LINE

1 5/8" METAL TRACK WALL TILES

(1) LAYER OF 5/8" FIRECODE 'C' GWB (1) LAYER OF 5/8" FIRECODE 'C' GWB

3 5/8" SOUND ATTENUATION INSULATION FRICTION FIT IN STUD SPACE

3 5/8" METAL STUD @ 24" O.C.

SCHEDULED BASE

3 5/8" FLOOR METAL TRACK

SCHEDULED FLOORING TOP OF SUBFLOOR/ CONCRETE SLAB

(2) LAYER OF 5/8" FIRECODE 'C' GWB

3 1/2" SOUND ATTENUATION INSULATION

ELEVATOR SHAFT SIDE

SCHEDULED FLOOR

TOP OF SUBFLOOR

2 HOUR RATED PARTITION

GA FILE: WP 1524 FIRE TEST: UL R13660, 07NK21428, 2-14-08 UL DESIGN W411 SOUND TEST: NGC 2006049, 1-31-07 STC: 55 TO 59

THIS TYPE IS NOT FOR WALLS AND PARTITIONS CONSTRUCTIONS SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC HALLS, CORRIDORS OR STAIRS.

(1) LAYER OF 1/2" CEMENT BOARD

1 1/2" SOUND ATTENUATION INSULATION

SCHEDULED BASE

3 5/8" FLOOR METAL TRACK

7/8" FURRING CHANNEL @ MAX. 24" O.C.

(1) LAYER OF 5/8" FIRECODE 'C' GWB

1 5/8" METAL STUDS @ 24" O.C.

SCHEDULED BASE

SCHEDULED BASE SCHEDULED FLOORING

GA FILE: WP 1077 FIRE TEST: UL R15187, 07NK21428, 2-14-08 ULC DESIGN W409 SOUND TEST: DRC 70-2-2, 1-6-70 STC: 50

(2) LAYER OF 5/8" FIRECODE 'C' GWB

3 5/8" METAL STUD @ 24" O.C.

TOP OF SUBFLOOR/ CONCRETE SLAB

1 HOUR RATED PARTITION

(2) LAYER OF 5/8" FIRECODE 'C' GWB

1 1/2" SOUND ATTENUATION INSULATION

SCHEDULED BASE

1 5/8" METAL STUDS @ 24" O.C.

SCHEDULE FLOORING

2 1/2" FLOOR METAL TRACK

TOP OF SUBFLOOR/ CONCRETE SLAB

2 HOUR RATED CHASE WALL

GA FILE: WP 5070 FIRE TEST: UL R11270, 4-19-85; UL R3660, 02NK35115, 9-15-03; UL DESIGN U444 FIELD SOUND TEST: SA-851102, 11-6-85 SOUND TEST: NRCC TL-93-308, 12-2-02 STC: 60 TO 64

PARTITION TO COMPLY WITH BUILDING CODE ยง[C26-1208.2] 27-769

(1) LAYER OF 5/8" FIRECODE 'C' GWB

8" REINFORCED CONCRETE

WALL TO COMPLY WITH BUILDING CODE ยง[C26-1208.2] 27-769

3 HOUR RATED FURRED MASONRY WALL DESIGN : U914 FIRE TEST: ULU 914 SOUND : 50

WIDTH

HEIGHT

THICKNESS

MATERIAL

FINISH

FIRE RATING

HOTEL / RESIDENTIAL ENTRY

3'-0"(X2)

7'-0"

1 3/4"

AL/GL

ALUM.

0.750

0.250

0.3 CFM/SF

EXIT STAIR

3'-0"

7'-0"

1 3/4"

H.M.

PAINT

H.M.

PAINT

ALUM.

0.067

1 1/2 HOUR FPSC H.M. DOOR w/ PUSH BAR AT CORRIDOR SIDE

D3a

GUEST ROOM DOOR

2'-10"

7'-0"

1 3/4"

H.M.

PAINT

H.M.

PAINT

ALUM.

1 1/2 HOUR FPSC H.M. DOOR w/ DOOR CHIME

3'-0"

7'-0"

1 3/4"

H.M.

PAINT

H.M.

PAINT

ALUM.

1 1/2 HOUR FPSC H.M. DOOR w/ DOOR CHIME

MATERIAL FINISH

BATHROOM

2'-2"

7'-0"

1 3/4"

H.M.

PAINT

H.M.

PAINT

MARBLE

1 1/2 HOUR FPSC DOOR

D4b

BATHROOM

2'-4"

7'-0"

1 3/4"

H.M.

PAINT

H.M.

PAINT

MARBLE

1 1/2 HOUR FPSC DOOR

D4c

BATHROOM/ PANTRY

3'-0"

7'-0"

1 3/4"

H.M.

PAINT

H.M.

PAINT

MARBLE

BICYCLE STORAGE/ METER ROOM/ COMPACTOR/ EXERCISE/ STORAGE/ RPZ ROOM

ELEVATOR MACHINE ROOM/ MECHANICAL ROOM

ALUM.

1 3/4"

H.M.

PAINT

H.M.

PAINT

ALUM.

BASE

MATERIAL

GYP.

H/C RESTROOM

P.T./S.T.

EXERCISE

VCT

VINYL

EXIT STAIRS

CONC./VCT

WATER, GAS, ELECT. METER ROOM

CONC.

1ST FL.

2ND TO 10TH FL.

ROOF

GRANITE PANEL / REINFORCED CONCRETE EXTERIOR WALL. REINFORCED CONCRETE (SIZE REFER TO STRUCTURAL DWG'S) w/ 2" R-10 RIGID INSULATION, WATERPROOFING MEMBRANE, AND 2" OF GRANITE PANEL ON EXTERIOR SIDE.

8" REINFORCED CONCRETE WALL

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

MICHAEL KANG, RA

1 1/2 HOUR FPSC DOOR w/ LOUVERS

REMARKS PTD.

GYP.

PTD.

8'-3"

P.T./S.T.

GYP.

PTD.

8'-3"

GYP.

PTD.

GYP.

PTD.

8'-3"

VINYL

CONC./GYP.

PTD.

GYP.

PTD.

VARIES

CONC./GYP.

PTD.

GYP.

PTD.

8'-3" 8'-3"

COMPACTOR

CONC.

CONC./GYP.

PTD.

GYP.

PTD.

BICYCLE STORAGE

VCT

VINYL

CONC./GYP.

PTD.

GYP.

PTD.

8'-3"

BREAKFAST AREA

P.T./S.T.

GYP.

PTD.

GYP.

PTD.

10'-9"

BATHROOM

P.T./S.T.

GYP.

PTD.

8'-3"

EXIT STAIRS

CONC./VCT

VINYL

GYP.

PTD.

GYP.

PTD.

VARIES

LOBBY/ RECEPTION

P.T./S.T.

GYP.

PTD.

GYP.

PTD.

10'-9"

CORRIDOR

GYP.

PTD.

GYP.

PTD.

8'-3"

GUESTROOM

GYP.

PTD.

GYP.

PTD.

8'-3"

BATHROOM

P.T./S.T.

GYP.

PTD.

8'-3"

BREAKFAST AREA

P.T./S.T.

GYP.

PTD.

GYP.

PTD.

10'-9"

PANTRY

P.T

P.T. / GYP.

- / PTD.

GYP.

PTD.

10'-9"

RPZ ROOM

CONC.

GYP.

PTD.

GYP.

PTD.

10'-9"

STORAGE

CONC.

GYP.

PTD.

GYP.

PTD.

10'-9"

EXIT STAIRS

CONC./VCT

VINYL

GYP.

PTD.

GYP.

PTD.

VARIES

CORRIDOR

GYP.

PTD.

GYP.

PTD.

8'-3"

GUESTROOM

GYP.

PTD.

GYP.

PTD.

8'-3"

BATHROOM

P.T./S.T.

GYP.

PTD.

8'-3"

EXIT STAIRS

CONC./VCT

VINYL

GYP.

PTD.

GYP.

PTD.

VARIES

MECHANICAL & ELEVATOR MACHINE ROOM

CONC.

CONC./GYP.

PTD.

GYP.

PTD.

8'-0"

7'-0"

DOOR CHIME/ INTERVIEWER

1 1/2 HOUR FPSC DOOR

3'-0"

LOUVERS

D3a, D3b

D4a, D4b, D4c

WINDOW SCHEDULE

AIR LEAKAGE NOTE

FRAME WINDOW #

NOMINAL WINDOW DIMENSIONS

GLASS

REMARKS

TYPE MATERIAL

WIDTH

HEIGHT

8'-0"

13'-3"

INSULATED

ALUM.

0.360

0.320

0.047 CFM/SF

HOTEL ENTRY

16'-0"

10'-3"

INSULATED

ALUM.

0.360

0.320

0.047 CFM/SF

STORE FRONT

6'-0"

3'-6"

INSULATED

6'-0"

6'-6"

INSULATED

4'-0"

5'-0"

INSULATED

ALUM.

0.320

0.310

<0.2 CFM/SF

ALUM.

0.320

0.310

<0.2 CFM/SF

ALUM.

0.320

0.310

<0.2 CFM/SF

CURTAIN WALL AND STOREFRONT GLAZING SHOULD HAVE MAXIMUM AIR LEAKAGE LESS THAN 0.3 CFM/SF OF FENESTRATION AREA IN ACCORDANCE WITH ASTM E 283. IN HEATED STRUCTURES A CONTINUOUS AIR BARRIER SHALL BE INSTALLED BY SEALING ALL SEAMS, OPENINGS, AND PENETRATIONS OF THE BUILDING SHALL BE SEALED WITH CAULKING MATERIALS OR CLOSED WITH GASKETING SYSTEMS COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION.

w/ LOUVER

STAIR AND ELEVATOR SHAFT VENTS AND OTHER OUTDOOR AIR INTAKES AND EXHAUST OPENINGS INTEGRAL TO THE BUILDING ENVELOPE SHALL BE EQUIPPED WITH MINIMAL A CLASS I MOTORIZED, LEAKAGE RATED DAMPER WITH A MAXIMUM LEAKAGE RATE OF 4 CFM PER SF AT 10 INCH WATER GAUGE WHEN TESTED IN ACCORDANCE WITH AMCA 500D. RECESSED LIGHTINGS INSTALLED INSIDE CONDITIONED SPACE SHALL BE IC-RATED AND LABELED AS MEETING ASTM E 283 WHEN TESTED AT 1.57 PSF PRESSURE DIFFERENTIAL WITH NOO MORE THAN 2.0 CFM OR AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING CAVITY. ALL RECESSED LIGHTINGS SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING COVERING.

ALL EXIT STAIRS TO BE CONCRETE POURED STEEL PAN STAIRS

KEY PLAN

WINDOW TYPE 8'-0"

26'-0"

ALL EXIT STAIRS TO BE CONCRETE POURED STEEL PAN STAIRS

6'-4"

1'-2"

6'-1"

MATERIAL

CORRIDOR

REV.# 6'-9"

5'-10"

6'-10"

5'-9"

6'-6"

ALL EXIT STAIRS TO BE CONCRETE POURED STEEL PAN STAIRS

2718 FULTON STREET BROOKLYN, NEW YORK PARTITION TYPES, DOOR, WINDOWS & FINISH SCHEDULES

1'-6"

DESCRIPTION

PROJECT 6'-0"

ALL EXIT STAIRS TO BE CONCRETE POURED STEEL PAN STAIRS

DATE

4'-0"

6'-0"

7'-2"

ROOM NAME

13'-3"

FLOOR

PUSH BAR ON CORRIDOR SIDE

FINISH SCHEDULE

CELLAR

6'-6"

7'-0"

3'-6"

3'-0"

8" SOLID CONCRETE WALL w/ ONE LAYER OF 5/8" TYPE 'X' GWB ON ONE SIDE OF CONCRETE WALL w/ 7/8" FURRING CHANNEL @ MAX. 24" O.C.

MICHAEL KANG ARCHITECT, PLLC.

ALUM. FRAME TEMPERED GLASS DOOR

D4a

13'-3"

D3b

a = 2"-2" b = 2'-4" c = 3'-0"

a = 2'-10" b = 3'-0"

3'-0"

6'-0"

ROOM NAME

TYPE

2 HOUR RATED PARTITION w/ TWO LAYERS OF 5/8" TYPE 'X' GWB ON EACH SIDE OF 3 5/8" METAL STUDS @ 24" O.C. 3 1/2" SOUND ATTENUATION INSULATION IN STUD SPACE.

DOOR TYPE

FRAME

DOOR #

NOMINAL DOOR DIMENSIONS

WALL TO COMPLY WITH BUILDING CODE ยง[C26-1208.2] 27-769

DOOR SCHEDULE DOOR

1 HOUR RATED PARTITION w/ ONE LAYER OF 5/8" TYPE 'X' GWB ON EACH SIDE OF 2 1/2" METAL STUDS @ 24" O.C. 2 3/4" SOUND ATTENUATION INSULATION FRICTION FIT IN STUD SPACE.

5'-0"

CEILING LINE

1'-6"

3 5/8" METAL TRACK

CEILING LINE

7'-0"

3 5/8" METAL TRACK

WALL & PARTITION LEGEND 1

SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-301.00 ABBRERIATIONS A.C.C.T C

ACOUSTIC CEILING TILE CARPET

C.BLK CONC. C.Y.

CONCRETE BLOCK CONCRETE CERAMIC TILE

GYP. PTD. P.T.

GYPSUM BOARD PAINTED PORCELAIN TILE

S.T. T.B.D. WD

STONE TILE TO BE DETERMINED WOOD

VCT

VINYL COMPOSITION TILE

PAGE No:

16 of 28

HANDICAPPED ADAPTABILITY NOTES

8'-0" 5'-6"

2'-6" 1'-0"

2'-0"

MICHAEL KANG ARCHITECT, PLLC.

6'-7"

2'-0"

5'-0"

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

1'-0"

Tel: (718) 353-2929 Fax: (718) 661-1619 1'-7"

2'-0" 1'-7"

1'-0"

2'-6"

2'-6" MAX.

MICHAEL KANG, RA 1'-6"

1'-4"

1'-3"

1'-3" 2'-6"

18"

56" MIN.

15" MIN.

2'-6"

48" MIN.

60" MIN.

66" MIN.

56" MIN.

28 MIN.

15 3/4"

18 MIN.

18"

18 MIN. 60" MIN.

60" MIN.

42" MIN.

48" MIN.

18" 40" MIN.

40" MIN.

48" MIN.

24" MIN.

60" MIN.

PULL SIDE

PUSH SIDE

PULL SIDE

PUSH SIDE

PULL SIDE

60" MIN.

DOOR WIDTH

24" MIN.

DOOR WIDTH

22" MIN.

48" MIN.

12" MIN.

42" MIN.

48" MIN.

54" MIN.

36" MIN.

42" MIN.

12" MIN.

18" MIN.

60" MIN.

48" MIN.

60" MIN.

DOOR WIDTH

(a)

PUSH SIDE KEY PLAN

6" MAX.

54" MIN.

51" MIN.

19"

48" MIN. 29"

38" MIN. 48" MAX.

30" MIN.

30" MIN. 60" MIN.

15" MAX.

38" MIN. 48" MAX.

30" MIN.

15" MAX.

38" MIN. 48" MAX.

6" MAX. 30" MIN.

18" MIN.

27" MAX.

3"~6"

33"~36"

12" MIN. 30" MIN.

CONTROL END WALL 24" MIN.

18" MIN.

33"~36"

3"~6"

68" MIN.

24" MAX. 6" MAX.

24" MIN.

12" MAX.

REV.#

60" MIN.

LENGTH OF TUB

DATE

DESCRIPTION

30" MIN. 36" MIN.

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK

15" MAX.

36" MIN.

ADA

LENGTH OF TUB

12" MIN.

7"~9"

C L

5'-0" DIAMETER 2'-3"

3'-3" 7'-9"

6" 2'-1"

30" MIN.

28"~36"

48" MAX.

48"

28"~36"

621" 15" MIN.

34"

48" MAX.

15" MIN.

33"~36"

17"~19"

30" MIN.

42"

39"~41"

1221"

121" MIN.

18" MIN.

12"

12" MIN.

24" MIN. CONTROL END WALL 24" MIN.

33"~36"

39"~41" 54"

3"~6"

18" MIN.

12" MAX.

15" MAX.

2 30" MIN.

SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

A-302.00 PAGE No:

17 of 28

MICHAEL KANG, RA

WOOD BLOCK FLASHING & COUNTER FLASHING ALUMINUM PANEL

3'-6"

CAULKING 8" CMU WALL WATERPROOF MEMBRANE

CANT. STRIP

ANCHOR BOLTS NAILER

ROOF MEMBRANE 1/2" SHEATHING

1/2" SHEATHING



OMEGA LAMINATORS INC.2" THERMOLITE METAL PANEL w/ PLASTIC STABILIZER/ ISOCYANURATE CORE CONTINUOUS INSULATION

2" EXTRUDED POLYSTYRENE (XPS) R13 RIGID FOAM INSULATION R-VALUE = 10

RIGID IINSULATION POLYSTYRENE (XPS) R-19 R-VALUE = 19

5/8" GYP. CEILING TWO LAYERS OF 5/8" TYPE X GYP. BOARD

R21 FIBERGLASS INSULATION R-VALUE = 21 WATERPROOF MEMBRANE

TWO LAYERS OF 5/8" TYPE X GYP. BOARD

SUPPORTING DOCUMENTATION REFERENCE:

 

1/2" SHEATHING

ROOF TYPE

OMEGA LAMINATORS INC.2" THERMOLITE METAL PANEL w/ PLASTIC STABILIZER/ ISOCYANURATE CORE CONTINUOUS INSULATION

EN-101

EXTERIOR WALL TYPE

EN-101

FOUNDATION TYPE

EN-101

BASEMENT/ CELLAR WALL TYPE

EN-101

5/8" GYP. CEILING

2" EXTRUDED POLYSTYRENE (XPS) R10 RIGID FOAM INSULATION R-VALUE = 10

TWO LAYERS OF 5/8" TYPE X GYP. BOARD

R21 FIBERGLASS INSULATION R-VALUE = 21 2" EXTRUDED POLYSTYRENE (XPS) R10 RIGID FOAM INSULATION R-VALUE = 10

WINDOWS TYPE

A-301

DOORS TYPE

A-301

PROGRESS INSPECTION FOR ENVELOPE

EN-106

TWO LAYERS OF 5/8" TYPE X GYP. BOARD

OMEGA LAMINATORS INC.2" THERMOLITE METAL PANEL w/ PLASTIC STABILIZER/ ISOCYANURATE CORE CONTINUOUS INSULATION

 

WATERPROOF MEMBRANE 1/2" SHEATHING SANDSTONE PANEL

1" EXTRUDED POLYSTYRENE (XPS) R5 RIGID FOAM INSULATION R-VALUE = 5

5/8" GYP. CEILING

KEY PLAN

R21 FIBERGLASS INSULATION R-VALUE = 21 TWO LAYERS OF 5/8" TYPE X GYP. BOARD SANDSTONE PANEL



REV.#

REINFORCED CONCRETE SLAB

DATE

DESCRIPTION

PROJECT

1" EXTRUDED POLYSTYRENE (XPS) R5 RIGID FOAM INSULATION R-VALUE = 5 1/2" PREMOLD FILLER

METAL PANEL / GRANITE PANEL / METAL STUD

PARTIAL EXTERIOR WALL DETAIL

EN-101.0 N.T.S.

2 LAYERS OF 3/4" PLYWOOD

2718 FULTON STREET BROOKLYN, NEW YORK

 WATERPROOF MEMBRANE 3" CRUSHED STONE BASE

ENERGY ANALYSIS - ENVELOPE & WALL DETAIL SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER C4 (COMMERCIAL ENERGY EFFICIENCY)

EN-101.00 PAGE No:

18 of 28

MICHAEL KANG, RA

WEST WALL: HOTEL METAL PANEL / METAL FRAME = 3348.75 S.F.

NORTH WALL: HOTEL METAL PANEL / METAL FRAME = 5377.50 S.F. ROOF R-VALUE = 19

ROOF R-VALUE = 19

10TH FL.

9TH FL.

8TH FL. EXTERIOR R-VALUE = 10

7TH FL.

EXTERIOR R-VALUE = 10

6TH FL. INTERIOR R-VALUE = 21

5TH FL.

6TH FL. INTERIOR R-VALUE = 21

INTERIOR R-VALUE = 21

4TH FL.

3RD FL.

2ND FL.

1ST FL.

CELLAR

EXTERIOR R-VALUE = 5

WYONA ST.

FULTON ST.

EXTERIOR INTERIOR R-VALUE = 0 R-VALUE = 5

THERMAL ENVELOPE NORTH WALL (FULTON ST.)

EXTERIOR R-VALUE = 10

EXTERIOR INTERIOR R-VALUE = 5 R-VALUE = 0

ROOF R-VALUE = 19

10TH FL.

9TH FL.

8TH FL.

EXTERIOR R-VALUE = 10

5TH FL.

INTERIOR EXTERIOR R-VALUE = 0 R-VALUE = 5

NORTH BELOW GRADE WALL SOLID CONCRETE = 597.57 S.F.

INTERIOR R-VALUE = 0

WEST BELOW GRADE WALL SOLID CONCRETE = 358.78 S.F.

SOUTH WALL: HOTEL METAL PANEL / METAL FRAME = 5377.50 S.F.

EAST WALL: HOTEL METAL PANEL / METAL FRAME = 3348.75 S.F.

KEY PLAN

EAST WALL: HOTEL GRANITE PANEL / METAL FRAME = 2102.61 S.F.

EXTERIOR R-VALUE = 10

6TH FL. INTERIOR R-VALUE = 21

INTERIOR R-VALUE = 21

5TH FL.

4TH FL.

3RD FL.

2ND FL.

FULTON ST.

EXTERIOR R-VALUE = 5

7TH FL.

4TH FL.

1ST FL.

BUILDING ROOF = 3109.49 S.F.

NORTH WALL: HOTEL GRANITE PANEL / METAL FRAME = 881.32 S.F.

THERMAL ENVELOPE WEST WALL (WYONA ST.)

6TH FL.

EXTERIOR R-VALUE = 5

CELLAR

WEST WALL: HOTEL GRANITE PANEL / METAL FRAME = 2107.30 S.F.

INTERIOR R-VALUE = 21

1ST FL.

ROOF R-VALUE = 19

7TH FL.

INTERIOR R-VALUE = 21

5TH FL.

4TH FL.

EXTERIOR R-VALUE = 5

EXTERIOR INTERIOR R-VALUE = 5 R-VALUE = 0

EXTERIOR R-VALUE = 10

7TH FL.

EXTERIOR R-VALUE = 5 EXTERIOR INTERIOR R-VALUE = 0 R-VALUE = 5

CELLAR

THERMAL ENVELOPE SOUTH WALL

EXTERIOR R-VALUE = 5

INTERIOR R-VALUE = 21

REV.#

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET

SOUTH WALL: HOTEL GRANITE PANEL / METAL FRAME = 1015.75 S.F.

BROOKLYN, NEW YORK ENERGY ANALYSIS - THERMAL ENVELOPE & AREA DIAGRAMS

EXTERIOR R-VALUE = 5

1ST FL.

FULTON ST. EXTERIOR INTERIOR R-VALUE = 5 R-VALUE = 0

CELLAR

INTERIOR R-VALUE = 0

EXTERIOR R-VALUE = 5

THERMAL ENVELOPE EAST WALL

SOUTH BELOW GRADE WALL SOLID CONCRETE = 179.18 S.F.

EAST BELOW GRADE WALL SOLID CONCRETE = 363.47 S.F.

SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER C4 (COMMERCIAL ENERGY EFFICIENCY)

EN-102.00 PAGE No:

19 of 28

TO LIGHTING CIRCUITS

LIGHTING PANEL

NOTES FLUSH MOUNTED MASTER REMOTE CONTROL TOGGLE 3 POSITION MOMENTARY CONTACT SWITCH WITH CENTER NEUTRAL POSITION ASCO #17342. PROVIDE IDENTIFICATION LABEL TO READ "MASTER LIGHTING CONTROL SWITCH". CONNECT TO NEAREST RECEPTACLE CIRCUIT WALL MOUNTED TIME CLOCK -120 VOLT OPERATION LED READOUT TORK, MODEL #DGUM-100-3 WITH MANUAL OVERRIDE FEATURE PROVIDE (1) WALL MOUNTED MULTI-POLE RELAY EACH WITH (12) CONTACTS COIL TO OPERATE ON 120V, CONTACTS RATED FOR 120V LIGHTING CIRCUITS, ASCO #917 MOUNTED IN NEMA I ENCLOSURE TO CONTROL LIGHTING CIRCUITS INDICATED.

TIME LOCK CONTROL WIRING DIAGRAM

N.T.S.

SUPPORTING DOCUMENTATION REFERENCE: INTERIOR & EXTERIOR LIGHTING LAYOUTS

EN-106 ~ EN-110

LIGHTING FIXTURE LEGEND

EN-103

LIGHTING CONTROLS NARRATIVES

EN-103

PROGRESS INSPECTION FOR LIGHTING

EN-105

MICHAEL KANG ARCHITECT, PLLC. 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

MICHAEL KANG, RA

C405.2.2 TIME-SWITCH CONTROLS. 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 COMPLYING WITH SECTION C405.2.2.1. EXCEPTION: WHERE A MANUAL CONTROL PROVIDES LIGHT REDUCTION IN ACCORDANCE WITH SECTION C405.2.2.2, AUTOMATIC CONTROLS SHALL NOT BE REQUIRED FOR THE FOLLOWING: 1. SLEEPING UNITS. 2. SPACES WHERE PATIENT CARE IS DIRECTLY PROVIDED. 3. SPACES WHERE AN AUTOMATIC SHUTOFF WOULD ENDANGER OCCUPANT SAFETY OR SECURITY. 4. LIGHTING INTENDED FOR CONTINUOUS OPERATION. 5. SHOP AND LABORATORY CLASSROOMS. C405.2.2.1 TIME-SWITCH CONTROL FUNCTION. EACH SPACE PROVIDED WITH TIME-SWITCH CONTROLS SHALL ALSO BE PROVIDED WITH A MANUAL CONTROL FOR LIGHT REDUCTION IN ACCORDANCE WITH SECTION C405.2.2.2. 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 SHALL 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 (465 M²). EXCEPTIONS: 1. WITHIN MALLS, ARCADES, AUDITORIUMS, SINGLE-TENANT RETAIL SPACES, INDUSTRIAL FACILITIES AND ARENAS: 1.1. THE TIME LIMIT SHALL BE PERMITTED TO BE GREATER THAN 2 HOURS, PROVIDED THAT THE OVERRIDE SWITCH IS A CAPTIVE KEY DEVICE. 1.2. THE AREA CONTROLLED BY THE OVERRIDE SWITCH IS PERMITTED TO BE GREATER THAN 5,000 SQUARE FEET (465 M²), BUT SHALL NOT BE GREATER THAN 20,000 SQUARE FEET (1860 M²). 2. WHERE PROVIDED WITH MANUAL CONTROL, THE FOLLOWING AREAS ARE NOT REQUIRED TO HAVE LIGHT REDUCTION CONTROL: 2.1. SPACES THAT HAVE ONLY ONE LUMINAIRE WITH A RATED POWER OF LESS THAN 100 WATTS. 2.2. SPACES THAT USE LESS THAN 0.6 WATTS PER SQUARE FOOT (6.5 W/M²). 2.3. CORRIDORS, EQUIPMENT ROOMS, PUBLIC LOBBIES, ELECTRICAL OR MECHANICAL ROOMS. C405.2.2.2 LIGHT-REDUCTION CONTROLS. SPACES REQUIRED TO HAVE LIGHT-REDUCTION CONTROLS SHALL HAVE A MANUAL CONTROL THAT ALLOWS THE OCCUPANT TO REDUCE THE CONNECTED LIGHTING LOAD IN A REASONABLY UNIFORM ILLUMINATION PATTERN BY AT LEAST 50 PERCENT. LIGHTING REDUCTION SHALL BE ACHIEVED BY ONE OF THE FOLLOWING OR ANOTHER APPROVED METHOD: 1. CONTROLLING ALL LAMPS OR LUMINAIRES. 2. DUAL SWITCHING OF ALTERNATE ROWS OF LUMINAIRES, ALTERNATE LUMINAIRES OR ALTERNATE LAMPS. 3. SWITCHING THE MIDDLE LAMP LUMINAIRES INDEPENDENTLY OF THE OUTER LAMPS. 4. SWITCHING EACH LUMINAIRE OR EACH LAMP. EXCEPTION: LIGHT REDUCTION CONTROLS ARE NOT REQUIRED IN DAYLIGHT ZONES WITH DAYLIGHT RESPONSIVE CONTROLS COMPLYING WITH SECTION C405.2.3. C405.2.2.3 MANUAL CONTROLS. MANUAL CONTROLS FOR LIGHTS SHALL COMPLY WITH THE FOLLOWING: 1. SHALL BE READILY ACCESSIBLE TO OCCUPANTS. 2. SHALL B LOCATED WHERE THE CONTROLLED LIGHTS ARE VISIBLE, OR SHALL IDENTIFY THE AREA SERVED BY THE LIGHT AND INDICATE THEIR STATUS. C405.2.3 DAYLIGHT-RESPONSIVE CONTROLS. DAYLIGHT-RESPONSIVE CONTROLS COMPLYING WITH SECTION C405.2.3.1 SHALL BE PROVIDED TO CONTROL THE ELECTRIC LIGHTS WITHIN DAYLIGHT ZONES IN THE FOLLOWING SPACES: 1. SPACES WITH A TOTAL OF MORE THAN 150 WATTS OF GENERAL LIGHTING WITHIN SIDELIGHT DAYLIGHT ZONES COMPLYING WITH SECTION C405.2.3.2. GENERAL LIGHTING DOES NOT INCLUDE LIGHTING THAT IS REQUIRED TO HAVE SPECIFIC APPLICATION CONTROL IN ACCORDANCE WITH SECTION C405.2.4. 2. SPACES WITH A TOTAL OF MORE THAN 150 WATTS OF GENERAL LIGHTING WITHIN TOPLIGHT DAYLIGHT ZONES COMPLYING WITH SECTION C405.2.3.3. EXCEPTIONS: DAYLIGHT RESPONSIVE CONTROLS ARE NOT REQUIRED FOR THE FOLLOWING: 1. SPACES IN HEALTH CARE FACILITIES WHERE PATIENT CARE IS DIRECTLY PROVIDED. 2. DWELLING UNITS AND SLEEPING UNITS. 3. LIGHTING THAT IS REQUIRED TO HAVE SPECIFIC APPLICATION CONTROL IN ACCORDANCE WITH SECTION C405.2.4. 4. SIDELIGHT DAYLIGHT ZONES ON THE FIRST FLOOR ABOVE GRADE IN GROUP A-2 AND GROUP M OCCUPANCIES. C405.2.3.1 DAYLIGHT-RESPONSIVE CONTROL FUNCTION. WHERE REQUIRED, DAYLIGHT-RESPONSIVE CONTROLS SHALL BE PROVIDED WITHIN EACH SPACE FOR CONTROL OF LIGHTS IN THAT SPACE AND SHALL COMPLY WITH ALL OF THE FOLLOWING: 1. LIGHTS IN TOPLIGHT DAYLIGHT ZONES IN ACCORDANCE WITH SECTION C405.2.3.3 SHALL BE CONTROLLED INDEPENDENTLY OF LIGHTS IN SIDELIGHT DAYLIGHT ZONES IN ACCORDANCE WITH SECTION C405.2.3.2. 2. DAYLIGHT RESPONSIVE CONTROLS WITHIN EACH SPACE SHALL BE CONFIGURED SO THAT THEY CAN BE CALIBRATED FROM WITHIN THAT SPACE BY AUTHORIZED PERSONNEL. 3. CALIBRATION MECHANISMS SHALL BE READILY ACCESSIBLE. 4. WHERE LOCATED IN OFFICES, CLASSROOMS, LABORATORIES AND LIBRARY READING ROOMS DAYLIGHT RESPONSIVE CONTROLS SHALL DIM LIGHTS CONTINUOUSLY FROM FULL LIGHT OUTPUT TO 15 PERCENT OF FULL LIGHT OUTPUT OR LOWER. 5. DAYLIGHT RESPONSIVE CONTROLS SHALL BE CAPABLE OF A COMPLETE SHUTOFF OF ALL CONTROLLED LIGHTS. 6. LIGHTS IN SIDELIGHT DAYLIGHT ZONES IN ACCORDANCE WITH SECTION C405.2.3.2 FACING DIFFERENT CARDINAL ORIENTATIONS [I.E., WITHIN 45 DEGREES (0.79 RAD) OF DUE NORTH, EAST, SOUTH, WEST]SHALL BE CONTROLLED INDEPENDENTLY OF EACH OTHER. EXCEPTION: UP TO 150 WATTS OF LIGHTING IN EACH SPACE IS PERMITTED TO BE CONTROLLED TOGETHER WITH LIGHTING IN A DAYLIGHT ZONE FACING A DIFFERENT CARDINAL ORIENTATION.

INTERIOR LIGHTING POWER ALLOWANCES: 2016 NYC ECC TABLE C405.4.2(1) ² ² ²

EXTERIOR LIGHTING POWER ALLOWANCES: 2016 NYC ECC TABLE C405.5.2(2) ² ² ²

² ²

INTERIOR LIGHTING SCHEDULE

KEY PLAN

F07

C405.3 EXIT SIGNS (MANDATORY). INTERNALLY ILLUMINATED EXIT SIGNS SHALL NOT BE MORE THAN 5 WATTS PER SIDE.

F08

REV.#

DATE

DESCRIPTION

F08

R16

D168

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK

D162

ENERGY ANALYSIS - LIGHTING M

SEAL & SIGNATURE

DRAWING BY: C. Kuo / K CHK BY: M. Kang

EXTERIOR LIGHTING SCHEDULE LAMP WATTAGES

LOCATIONS

6.5

ENTRY CANOPY

FIXTURE TYPE/ MANUFACTURER

MODEL

D180

LITEBOX - 6" LED DOWNLIGHT MODULE

LB6LEDA

P188

BAY VIEW STAINLESS STEEL 12-INCH-H OUTDOOR LIGHT

EU6D136

ROOF AREA

GE GS14 48IN. LED LIGHT

GS14

PARKING LOT

SYMBOL

P165

DATE: 3/09/17 PROJECT No: 201505

DWG No: COMMMENTS

ELECTRONIC BALLAST ELECTRONIC BALLAST ELECTRONIC BALLAST

QUANTITIES

TOTAL WATTAGES

247

126

EN-103.00 PAGE No:

20 of 28

MICHAEL KANG ARCHITECT, PLLC.

√

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

√ √

MICHAEL KANG, RA

√

√ √

√

√ KEY PLAN

√

REV.#

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK ENERGY ANALYSIS - INSPECTION CHECKLIST SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER C4 (COMMERCIAL ENERGY EFFICIENCY)

EN-104.00 PAGE No:

21 of 28

√

MICHAEL KANG, RA √ √

√

√ √

√

√ √ √

√

√ KEY PLAN

√ √

√

REV.#

DATE

DESCRIPTION

PROJECT

√

2718 FULTON STREET BROOKLYN, NEW YORK ENERGY ANALYSIS - INSPECTION CHECKLIST SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER C4 (COMMERCIAL ENERGY EFFICIENCY)

EN-105.00 PAGE No:

22 of 28

TABLE II - PROGRESS INSPECTIONS FOR ENERGY CODE COMPLIANCE COMMERCIAL BUILDINGS (1 RCNY §5000-01 CHAPTER 5000 NYCECC)

IIA

IIA2

ENVELOPE INSPECTIONS

YES

AS REQUIRED DURING FOUNDATION WORK AND PRIOR TO BACKFILL

APPROVED CONSTRUCTION DOCUMENTS

C303.2.1; ASHRAE 90.1 - 5.8.1.7

AS REQUIRED TO VERIFY CONTINUOUS ENCLOSURE WHILE WALLS, CEILINGS AND FLOORS ARE OPEN

APPROVED CONSTRUCTION DOCUMENTS

C303.1, C303.1.1, C303.1.2, C402.1, C402.2; ASHRAE 90.1 - 5.5, 5.6 OR 11; 5.8.1

IIA3

APPROVED CONSTRUCTION DRAWINGS; NFRC 100, NFRC 200

IIA4

AS REQUIRED DURING INSTALLATION; PRIOR TO FINAL CONSTRUCTION INSPECTION

NFRC 400, AAMA/WDMA/CSA 101/ C402.3; ASHRAE I.S.2/A400 ASTM E283; ANSI/DASMA 90.1 - 5.4.3.2 105

PRIOR TO FINAL CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C402.3; ASHRAE 90.1 - 5.5.4.2, 5.6 OR 11

C402.4; ASHRAE 90.1 - 5.4.3.1

TABLE II - PROGRESS INSPECTIONS FOR ENERGY CODE COMPLIANCE COMMERCIAL BUILDINGS (1 RCNY §5000-01 CHAPTER 5000 NYCECC)

IIB

PRIOR TO FINAL CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS; ANSI Z21.60 (SEE ALSO MC 904), ANSI Z21.50

C402.2.9; BC 2111; MC CHAPTERS 7, 8, 9; FGC CHAPTER 6

AS REQUIRED DURING INSTALLATION

APPROVED CONSTRUCTION DOCUMENTS; AMCA 500D

C403.2.4.4; ASHRAE 90.1 – 6.4.3.4

IIB3

PRIOR TO FINAL PLUMBING AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C403.2, C404.2, C404.7, C406.2; ASHRAE 90.1 – 6.3, 6.4.1, 6.4.2, 6.8; 7.4, 7.8

IIB4

APPROVED CONSTRUCTION DOCUMENTS, INCLUDING CONTROL SYSTEM NARRATIVES; ASHRAE GUIDELINE 1: THE HVAC COMMISSIONING PROCESS WHERE APPLICABLE

C403.2.4, C403.2.5.1, C403.2.11, C403.3, C403.4, C404.3, C404.6, C404.7; ASHRAE 90.1 – 6.3, 6.4, 6.5, 7.4.4, 7.4.5

C403.2.7, C403.2.8, C404.5, MC 603.9; ASHRAE 90.1 – 6.3, 6.4.4, 6.8.2, 6.8.3; 7.4.3

IIB2

IIA6

AIR SEALING AND INSULATION - VISUAL INSPECTION: AS REQUIRED DURING OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE CONSTRUCTION ENVELOPE, INCLUDING SITE-BUILT FENESTRATION AND DOORS, SHALL BE VISUALLY INSPECTED TO VERIFY THAT A CONTINUOUS AIR BARRIER AROUND THE ENVELOPE FORMS AN AIR-TIGHT ENCLOSURE. . THE PROGRESS INSPECTOR SHALL VISUALLY INSPECT TO VERIFY THAT MATERIALS AND/ OR ASSEMBLIES HAVE BEEN TESTED AND MEET THE REQUIREMENTS OF THE RESPECTIVE STANDARDS, OR THAT THE BUILDING IS TESTED AND MEETS THE REQUIREMENTS OF THE STANDARD, IN ACCORDANCE WITH THE STANDARD(S) CITED IN THE APPROVED PLANS

APPROVED CONSTRUCTION DOCUMENTS; ASTM E2178; ASTM E2357; ASTM E1677, ASTM E779, ASTM E283

APPROVED CONSTRUCTION DOCUMENTS, ASTM E 779

IIA8

LOADING DOCK WEATHERSEALS: WEATHERSEALS AT LOADING DOCKS SHALL BE VISUALLY VERIFIED.

PRIOR TO FINAL CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C402.4.6; ASHRAE 90.1 - 5.4.3.3

IIA9

VESTIBULES: REQUIRED ENTRANCE VESTIBULES SHALL PRIOR TO FINAL BE VISUALLY INSPECTED FOR PROPER OPERATION. CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C402.4.7; ASHRAE 90.1 - 5.4.3.4

IIA7

ELECTRICAL ENERGY CONSUMPTION: THE PRESENCE AND OPERATION OF INDIVIDUAL METERS OR OTHER MEANS OF MONITORING INDIVIDUAL APARTMENTS SHALL BE VERIFIED BY VISUAL INSPECTION FOR ALL APARTMENTS AND WHERE REQUIRED IN A COVERED TENANT SPACE

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C405.7

IIC2

LIGHTING IN DWELLING UNITS: LAMPS IN PERMANENTLY INSTALLED LGHTING FIXTURES SHALL BE VISUALLY INSPECTED TO VERIFY COMPLIANCE WITH HIGH-EFFICACY REQUIREMENTS.

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C405.1; ASHRAE 90.1 - 9.1.1

IIC3

INTERIOR LIGHTING POWER: INSTALLED LIGHTING SHALL BE VERIFIED FOR COMPLIANCE WITH THE LIGHTING POWER ALLOWANCE BY VISUAL INSPECTION OF FIXTURES, LAMPS, BALLASTS AND TRANSFORMERS.

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C405.5, C406.3; ASHRAE 90.1 - 9.1, 9.2, 9.5, 9.6; IRCNY

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C405.6; ASHRAE 90.1 - 9.4.3; IRCNY

LIGHTING CONTROLS: EACH TYPE OF REQUIRED LIGHTING CONTROLS, INCLUDING:

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C405.2; ASHRAE 90.1 - 9.4.1 (AS MODIFIED BY SECTION ECC A102)

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

MICHAEL KANG, RA

C402.5.1.3

ELECTRICAL POWER AND LIGHTING SYSTEMS

MICHAEL KANG ARCHITECT, PLLC.

IIB5

AFTER INSTALLATION AND PRIOR TO CLOSING SHAFTS, CEILINGS AND WALLS

APPROVED CONSTRUCTION DOCUMENTS; SMACNA DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE

IIB6

AFTER INSTALLATION AND SEALING AND PRIOR TO CLOSING SHAFTS, CEILINGS AND WALLS

APPROVED C403.2.7.1.3; ASHRAE 90.1 – CONSTRUCTION DOCUMENTS; SMACNA 6.4.4.2.2 HVAC AIR DUCT LEAKAGE TEST MANUAL

IID IIC

YES

FIREPLACES: PROVISION OF COMBUSTION AIR AND TIGHT-FITTING FIREPLACE DOORS SHALL BE VERIFIED BY VISUAL INSPECTION.

C303.1, C303.1.3, C402.3; ASHRAE 90.1 - 5.5; 5.6 OR 11; 5.8.2

IIA5

MECHANICAL AND SERVICE WATER HEATING INSPECTIONS

KEY PLAN

PRIOR TO SIGN-OFF OR ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY

REV.#

IIC4

IIC5

- OCCUPANT SENSORS - MANUAL INTERIOR LIGHTING CONTROLS - LIGHT-REDUCTION CONTROLS - AUTOMATIC LIGHTING SHUT-OFF - DAYLIGHT ZONE CONTROLS - SLEEPING UNIT CONTROLS - EXTERIOR LIGHTING CONTROLS

2718 FULTON STREET BROOKLYN, NEW YORK

§101-07(c)(3)(v) (C)4

ENERGY ANALYSIS - PROGRESS INSPECTIONS SEAL & SIGNATURE

DATE: 3/09/17 PROJECT No: 201505 DRAWING BY: C. Kuo / K CHK BY: M. Kang DWG No:

SHALL BE VERIFIED BY VISUAL INSPECTION AND TESTED FOR FUNCTIONALITY AND PROPER OPERATION. ELECTRIC MOTORS (INCLUDING BUT NOT LIMITED TO FAN MOTORS): WHERE REQUIRED BY THE CONSTRUCTION DOCUMENTS FOR ENERGY CODE COMPLIANCE, MOTOR LISTING OR LABELS SHALL BE VISUALLY INSPECTED TO VERIFY THAT THEY COMPLY WITH THE RESPECTIVE ENERGY REQUIREMENTS IN THE CONSTRUCTION DOCUMENTS.

DESCRIPTION

PROJECT

§101-07(c)(3)(v) (C)4

IIC6

DATE

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

C402.3; ASRAE 90.1 - 5.5.4, 5.6 OR 11

TO THE BEST OF MY KNOWLEDGE, THE PROPOSED BUILDING IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE USING CHAPTER C4 (COMMERCIAL ENERGY EFFICIENCY)

EN-106.00 PAGE No:

23 of 28

MICHAEL KANG, RA

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK

CELLAR REFLECTED CEILING PLAN SEAL & SIGNATURE

DRAWING BY: C. Kuo / K CHK BY: M. Kang

CELLAR REFLECTED CEILING PLAN

EN-107 3/16"=1'-0"

NORTH

DATE: 3/09/17 PROJECT No: 201505

DWG No:

EN-107.00 PAGE No:

24 of 28

MICHAEL KANG, RA

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK 1ST FLOOR REFLECTED CEILING PLAN SEAL & SIGNATURE

DRAWING BY: C. Kuo / K CHK BY: M. Kang

1ST FLOOR REFLECTED CEILING PLAN

EN-108 3/16"=1'-0"

NORTH

DATE: 3/09/17 PROJECT No: 201505

DWG No:

EN-108.00 PAGE No:

25 of 28

MICHAEL KANG, RA

KEY PLAN

DATE

REV.#

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK 2ND-5TH FLOOR REFLECTED CEILING PLAN SEAL & SIGNATURE

DRAWING BY: C. Kuo / K CHK BY: M. Kang

2ND-5TH FLOOR REFLECTED CEILING PLAN

EN-109 3/16"=1'-0"

NORTH

DATE: 3/09/17 PROJECT No: 201505

DWG No:

EN-109.00 PAGE No:

26 of 28

MICHAEL KANG, RA

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK 6TH TO 10TH FLOOR REFLECTED CEILING PLAN SEAL & SIGNATURE

DRAWING BY: C. Kuo / K CHK BY: M. Kang

6TH TO 10TH FLOOR REFLECTED CEILING PLAN

EN-110 3/16"=1'-0"

NORTH

DATE: 3/09/17 PROJECT No: 201505

DWG No:

EN-110.00 PAGE No:

27 of 28

MICHAEL KANG, RA

KEY PLAN

REV.#

DATE

DESCRIPTION

PROJECT

2718 FULTON STREET BROOKLYN, NEW YORK

ROOF REFLECTED CEILING PLAN SEAL & SIGNATURE

DRAWING BY: C. Kuo / K CHK BY: M. Kang

ROOF REFLECTED CEILING PLAN

EN-111 3/16"=1'-0"

NORTH

DATE: 3/09/17 PROJECT No: 201505

DWG No:

EN-111.00 PAGE No:

28 of 28

143-35 SanFord Ave

Michael Kang Architect

Multi-family house design in Queens, New York 2016.9 - 2016.11 Project responsibilities: Zoning analysis, plan modification

ZONING CALCULATIONS

ZR 25-00 ACCESSORY OFF-STREET PARKING AND LOADING REGULATIONS

(SEE Z-102.00 FOR ZONING DIAGRAM)

REQUIRED/ ALLOWED

ZR SECTION

ADDRESS: 143-35 SANFORD AVENUE, QUEENS, NY BLOCK: 5049 LOT: 41 ZONING DISTRICT: R7-1 ZONING MAP: 10d ZONING USE GROUP: 2 (RESIDENTIAL), 4 (AMBULATORY DIAGNOSTIC FACILITY) OCCUPANCY GROUP: R-2 (RESIDENTIAL) & B (BUSINESS) CONSTRUCTION CLASS: IB NUMBER OF STORIES: 9 STORIES WITH CELLAR BUILDING HEIGHT: 80'-0" LOT AREA: 7000.00 S.F. (PER BORO LAND SURVEYING P.C.) QUALITY HOUSING PROGRAM ZR 23-153

R7-1 (OUTSIDE MANHATTAN CORE) QUALITY HOUSING BULK REGULATION

ZR 25-31

OFF-STREET PARKING SPACE FOR AMBULATORY DIAGNOSTIC OR TREATMENT HEALTH CARE FACILITIES

ZR 25-33

WAIVER OF REQUIREMENTS FOR SPACES BELOW MINIMUM NUMBER

ZR 25-81

BICYCLE PARKING SPACES (RESIDENTIAL U.G. 2)

19 (FL1)

ZR 25-81

BICYCLE PARKING SPACES (COMMUNITY FACILITY U.G. 4)

ZR SECTION ZR 26-41

ZR 24-11 MAX. FAR FOR COMMUNITY FACILITY USE = 4.80 PERMITTED COMM. FAC. FA = 7000.00 X 4.80 = 33,600.00 SF PROPOSED COMM. FAC. FA = 4713.00 SF < 33,600.00 SF ......O.K. PROPOSED COMMERCIAL FAR = 4713.00 / 7000.00 = 0.70 < 4.80

STREET TREE PLANTING

ZR SECTION

RESIDENTIAL SUITE

CELLAR

ELEVATOR

50% CORRIDOR PLUMBING

MECH RM/

STAIR

REFUSE

ROOFTOP LOBBY &

MECHINE RM

W/ LIGHT

CHASE

BULKHEAD

ROOM

ELEVATOR

DEDUCT

GROSS

NET

DEDUCT

1576.04

0.00

1576.04

3692.88

108.04

37.4

154.12

311.56

3381.32

0.00

4713.00

0.00

3RD FL

3639.79

108.04

37.4

154.12

311.56

3328.23

0.00

4TH FL

3639.79

108.04

37.4

154.12

311.56

3328.23

0.00

3639.79

108.04

37.4

154.12

311.56

3328.23

0.00

3639.79

108.04

37.4

154.12

311.56

3328.23

7TH FL

3639.79

108.04

37.4

154.12

311.56

3328.23

0.00

8TH FL

3314.80

106.14

28.54

150.81

297.49

3017.31

0.00

9TH FL

3314.80

106.14

28.54

150.81

297.49

3017.31

0.00 0.00

ROOF LVL1

593.06

0.00

241.46

301.46

291.6

ROOF LVL2

593.06

0.00

593.06

0.00

38242.93

593.06

96.00

3758.86

27924.73

SUB TOTAL/GROSS

860.52

281.48

1 PER 800 S.F. OF FLOOR AREA AND CELLAR SPACE FOR DISTRICT R7-1 EXCEPT CELLAR SPACE USED FOR STORAGE 4649.99 / 800 = 6

√

REQUIRED 1 PER 2 UNITS. PROPOSED 38 UNITS = 19 SPACES

√

MICHAEL KANG, RA

REQUIRED 1 PER 10,000 S.F. 4649.99 < 10,000

REQUIRED/ ALLOWED

PROPOSED

REMARKS

2 OFFSITE TREE FUND

REQUIRED 1 STREET TREE, PRE-EXISTING OR NEWLY PLANTED FOR EVERY 25 FT. OF STREET FOOTAGE OF THE ZONING LOT (100+110) / 25 = 8.4

√

1226.34

241.46

REQUIRED/ ALLOWED

PROPOSED

SIZE OF DWELLING UNITS

MIN. 400 S.F.

465 S.F. TO 889 S.F.

ZR 28-12

REFUSE STORAGE AND DISPOSAL

1 (2ND TO 9TH FL.)

ZR 28-21

RECREATION SPACE

921.51 S.F.

1879.69 S.F.OUTDOOR RECREATION SPACE ON ROOF

ZR 28-31

DENSITY PER CORRIDOR

MAX. 5 D.U. PER FLOOR

MAX. 11 D.U. PER FLOOR

4713.00

5TH FL 6TH FL

√

MAXIMUM OF 25 SPACES CAN BE WAIVED FOR DISTRICT R7-1

ZR 28-21

TOTAL NET

NET

6953.34

1ST FL 2ND FL

COMM. FACILITY

CHASE

30% OF TOTAL DWELLING UNITS ON ZONING LOTS 10,000 SF OR LESS: (38 x 30% = 11)

ZR 28-00 QUALITY HOUSING PROGRAM

FLOOR AREA SCHEDULE

GROSS

< 25

REMARKS

ZR 26-00 SPECIAL URBAN DESIGN GUIDELINES

MAX. FAR FOR RESIDENTIAL USE: 4.00 PERMITTED RESIDENTIAL FLOOR AREA = 7000.00 X 4.00 = 28,000.00 SF PROPOSED RESIDENTIAL AREA = 27,924.73 < 28,000.00 SF ......OK PROPOSED RESIDENTIAL FAR = 27,924.73 / 7000.00 = 3.99 < 4.00 .....OK

UNITS

PROPOSED

OFF-STREET PARKING SPACE FOR SMALL ZONING LOT (RESIDENTIAL)

ZR 23-153 MAX. RESIDENTIAL LOT COVERAGE FOR INTERIOR LOT = 65% PERMITTED RESIDENTIAL LOT COVERAGE = 7000.00 SF X 0.65 = 4550.00 SF PROPOSED RESIDENTIAL LOT COVERAGE = 3766.58 SF < 4550.00 SF......O.K. PROPOSED RESIDENTIAL LOT COVERAGE (IN PERCENTAGE) = 3766.58 / 7000.00 = 54% < 65%......O.K.

FLOOR #

WAIVED

ZR 25-241

REMARKS

√ REQUIRED 1 REFUSE STORAGE & DISPOSAL ROOM PER FLOOR FOR 9 OR MORE DWELLING UNITS. PROPOSED 38 D.U.> 9.

√

REQUIRED MINIMUM 3.3% OF RESIDENTIAL FLOOR AREA FOR 9 OR MORE DWELLING UNITS IN DISTRICT R7. (27,924.73 x 3.3% = 921.51)

√

50% OF CORRIDOR AREA CAN BE DEDUCTED ON EACH FLOOR DOESN'T EXCEED 11 DWELLING UNITS. PROPOSED MAX. 11 D.U. PER FLOOR

√

0.00

4713.00

0.00

4713.00

32637.73

ZR 23-20 DENSITY REGULATIONS REMARKS

REQUIRED/ ALLOWED

PROPOSED

27,961.80 / 680 = 41.12

√

ZR SECTION ZR 23-22

MAXIMUM NUMBER OF DWELLING UNITS

KEY PLAN

ZR 23-30 LOT AREA AND LOT WIDTH REGULATIONS

ZR 23-32

DISTRICT

R7-1

MINIMUM LOT WIDTH REMARKS

REQUIRED/ ALLOWED

PROPOSED

REQUIRED/ ALLOWED

PROPOSED

1,700 S.F.

7,000 S.F.

18 FT.

100 FT.

PARSONS BOULEVARD

MINIMUM LOT AREA ZR SECTION

√

SANFORD AVENUE

ZR 23-40 YARD REGULATIONS REQUIRED/ ALLOWED

PROPOSED

ZR 23-45

FRONT YARDS FOR RESIDENTIAL

NO FRONT YARDS ARE REQUIRED FOR RESIDENTIAL BUILDING IN DISTRICT R7

√

ZR 23-46

SIDE YARDS FOR RESIDENTIAL

ZR 23-462(c) NO SIDE YARDS ARE REQUIRED FOR RESIDENTIAL BUILDINGS IN DISTRICT R7

√

ZR 23-47

REAR YARDS FOR RESIDENTIAL

30 FT.

44 FT

ZR 24-34

FRONT YARDS FOR COMMUNITY FACILITY

NO FRONT YARD IS REQUIRED FOR COMMUNITY FACILITY BUILDING IN DISTRICT R7

√

ZR 24-35

SIDE YARDS FOR COMMUNITY FACILITY

ZR 24-25(b) NO SIDE YARDS ARE REQUIRED FOR COMMUNITY FACILITY BUILDING IN DISTRICT R7

√

ZR 24-36

REAR YARDS FOR COMMUNITY FACILITY

0 FT.

8.33 FT.

ZR 24-33(b)(3) PERMITTED 1-STORY COMMUNITY FACILITY BUILDING PERMITTED OBSTRUCTION IN REQUIRED REAR YARD

√

ZR SECTION

REMARKS

√

REQUIRED/ ALLOWED

PROPOSED

ZR 23-621(c)

PERMITTED OBSTRUCTIONS (WIDTH OF DORMER)

27.31 FT. (27'-3")

17.17 FT. (12'-2")

REMARKS

ZR 23-662(a)

MINIMUM BASE HEIGHT

40'-0"

62'-4"

√

ZR 23-662(a)

MAXIMUM BASE HEIGHT

75'-0"

62'-4"

√

ZR 23-662(a)

MAXIMUM BUILDING HEIGHT

80'-0"

√

ZR 23-661(a)

STREET WALL LOCATION

5'-1/2" (EXIST. ADJ. BUILDING ON EAST)

5'-1/2" (EAST WALL), 5'-0" (NORTH WALL)

ZR 23-662(c)

SETBACK REGULATIONS

10'-0"

PROPOSED DORMER IS 5' ABOVE MAX. BASE HEIGHT [49.67 FT. X (60% - 5 FT. X 1%)] = 49.67 FT X 55% = 27.31 FT.

STREET WALL ALIGN WITH STREET WALL OF THE EXISTING ADJACENT BUILDING. ON CORNER LOTS, THE STREET WALL ALONG ONE STREET LINE NEED NOT TO BE LOCATED FURTHER FROM THE STREET LINE THAN FIVE FEET WIDE STREET

DATE

DESCRIPTION

PROJECT

143-35 SANFORD AVE QUEENS, NEW YORK

ZR 23-60 HEIGHT AND SETBACK REGULATIONS ZR SECTION

REV.#

√

ZONING ANALYSIS & DIAGRAMS SEAL & SIGNATURE

DATE: 11/14/2015 PROJECT No: DRAWING BY: JL CHK BY: MK DWG No:

√

Z-101.00 PAGE No:

02 OF 2

MICHAEL KANG ARCHITECT, PLLC

⅊

A203

A202

A204

⅊

A203

A202

A204

A203

A202

Tel: (718) 353-292 Fax: (718) 661-161 EXTERIOR OPEN METAL STAIRS

EXTERIOR OPEN METAL STAIRS

Architectural, Interior Design, Zoning & Building Code Expertis 37-01 Main Street, Suite #308, Flushing, NY 1135 michaelkangra@yahoo.com

49'-8"

8'-4"

49'-8"

8'-4"

C A204

MICHAEL KANG, RA

20'-4"

18'

44'-4 1/2"

8'-6"

ROOF TERRACE

P6 11'-6"

11'

5'-7"

71'-11 1/2"

BEDROOM AREA: 98.64 LIGHT: 20.22 VENT: 7.00

10'

3'6" HT. PARAPET

KITTE

10'-11"

9'-10"

15'-10"

49'-8" 2"

FAI.

10'

49'-8"

⅊

EL: 74.58 EXIST. ELEC. AREA WAY

50'

SANFORD AVENUE

14'

1'-6"

10'

25'

2'-6"

H EL: 74.14 TC EL: 73.95 BC

10'

5D 9' TERRACE

PARSONS BOULEVARD

90'-7"

DATE

DESCRIPTION

PROJECT

143-35 SANFORD AVE QUEENS, NEW YORK

CELLAR ~ FL2 PLANS

3'6" HT. RAILING

17'-2" CANOPY

RESIDENTIAL ENTRY

49'-8"

SEAL & SIGNATURE

FL2 PLAN

19'-10"

1/8" = 1'-0"

1/8" = 1'-0" 0'

25'

2'-6" 2'

1/8" = 1'-0"

11'-10"

BEDROOM AREA: 101.33 LIGHT: 30.56 VENT: 11.46

EL: 75.42

FL1 PLAN

3'-8"

4'-8"

3'-8"

REV.#

(82.50' WIDE)

CELLAR PLAN

3'-8"

4'-8" UP " 3/8

10'-6"

12'

CANOPY ABOVE

8'-8"

7'-10"

BEDROOM AREA: 101.33 LIGHT: 30.56 VENT: 11.46

STUDIO AREA: 289.54 LIGHT: 64.34 VENT: 30.23

5'-1"

KITTE

15'

LIVING / DINING ROOM AREA: 325.49 LIGHT: 50.36 VENT: 19.36

EL: 75.42

UNIT A (1) BEDROOM GROSS AREA: 582.06 OCCUPANT LOAD: 3

10'-6"

32'-7"

15'

TYPE A BATH ROOM

6'-11"

SANFORD AVENUE

UNIT B (1) BEDROOM GROSS AREA: 557.50 OCCUPANT LOAD: 3

UNIT C STUDIO GROSS AREA: 412.96 OCCUPANT LOAD: 2

TYPE A BATH ROOM

5B 7

9'-2"

⅊

21'-10"

11'-10"

KITTE

5'-0 1/2"

FAI.

10'-10"

ELECTRICAL METER ROOM

7'-10"

KITTE

20'

SPRINKLER & WATER METER ROOM UTILITY ROOMS OG: U UG: 2A FAI. 513.58 SF GROSS 2 PERSONS

15'-8 1/2"

18'-4"

GAS METER ROOM

TYPE A BATH ROOM

5'-1"

EL: 74.60

19'-6"

MAILBOX

15' 1:12 SLOPE

DETENTION TANK

7'-11"

1:7 SLOPE

126'-7 1/2"

57'-8 1/2"

3'-8"

STREET FLOOR LOBBY GROSS AREA: 261.04

31'-5"

3'-6"

5'-5"

EL: 74.60 4'-3"

COMMUNITY FACILITY OG: B UG: 4A 4045.61 SF GROSS 40 PERSONS

CORRIDOR 216.53 108.27 DEDUCT

2'-6"

P11

2500LB CAPACITY

27'-9"

7'-10"

10'

65'

ELEVATOR SHAFT

4'-8"

7'-3"

+4"

P10

20'-7" 10'-6"

UP 3'-8"

37'-8 1/2"

KEY PLAN

CLEAR 7'

7'-9"

MECH RM 94.41 DEDUCT

3'-8"

" 3/8 6

2'-6"

2'-4"

7'-10"

KITTE 2'-6" 6"

UNIT E (1) BEDROOM GROSS AREA: 554.54 OCCUPANT LOAD: 3

D A204 5'

2500LB CAPACITY

7'-10"

4'-8"

4'-2"

27'-9"

4'-8"

ELEVATOR SHAFT

3 UP

3 8'-8"

8'-8"

9'-10"

50'

D A204

2500LB CAPACITY

CLEAR

ELEVATOR SHAFT

TYPE A BATH ROOM

CLEAR

CLEAR 7'

2 CLEAR 7'

5A 6'-3"

1'-8"

3'-8"

TYPE A BATH ROOM

5A 4'-10"

5/1

3'-8" 3

10' BEDROOM AREA: 121.81 LIGHT: 20.22 VENT: 7.00

7'-10"

5/1

12'-8"

10'

LIVING / DINING ROOM AREA: 316.15 LIGHT: 54.83 VENT: 19.36 11'-6"

11'-3"

10' 13'-11"

BEDROOM AREA: 98.64 LIGHT: 20.22 VENT: 7.00

5E 5B

8'-11"

7'-8"

9'-10"

+4"

18'-2"

2'-10"

4'-6"

3'-6"

3'-10"

AISLE

SPRINKLER & WATER METER ROOM

5'-10" 5

3'-10"

10'-5"

140' UTILITY ROOMS OG: S-2 UG: 2B 4999.26 SF GROSS 17 PERSONS

UNIT D (1) BEDROOM GROSS AREA: 840.85 OCCUPANT LOAD: 4

20'

TRENCH DRAIN

140'

BICYCLE STORAGE 255.50 SF

16'-6"

18'

A204

⅊

11'-2" LIVING / DINING ROOM AREA: 381.54 LIGHT: 54.83 VENT: 19.36 19'-6"

⅊

20'

⅊

12'-2"

5'-0 1/2"

⅊

12'-8"

EL: 75.05 TC EL: 74.68 BC

10'

25'

DATE: 11/14/2015 PROJECT No: DRAWING BY: JL CHK BY: MK DWG No:

A-101.00 PAGE No:

07 OF

MICHAEL KANG ARCHITECT, PLLC

Architectural, Interior Design, Zoning & Building Code Expertis 37-01 Main Street, Suite #308, Flushing, NY 1135 michaelkangra@yahoo.com

Tel: (718) 353-292 Fax: (718) 661-161

MICHAEL KANG, RA

A204

A203

A202

A204

A203

A202

A204

A203

A202

5'-7" 10'

19'-6"

20' 8'-6"

14'

1'-6"

3'-8"

4'-8"

80'-7"

PARSONS BOULEVARD

23'-1"

8'-8"

7'-10" 31'-5"

3'-8"

UP " 3/8

7'-10"

2500LB CAPACITY

CORRIDOR 212.28 106.14 DEDUCT

SANFORD AVENUE

4 5A

20'-7" 10'-6"

55'

ELEVATOR SHAFT

7'-3"

4'-8"

7'-9" 4'-8"

MECH RM 94.41 DEDUCT

KEY PLAN

CLEAR 7'

3'-8"

11'-3"

10' 80'-7"

UP DN

2'-10"

14'

3'-8"

4'-8" DN

23'-1"

" 3/8

7'-10"

10'-6"

55'

90'-7"

1'-6"

2'-6" 6" 2

3'-8"

4'-8"

11'-3"

20'-7"

31'-5"

2'-4"

7'-10"

KITTE 2'-6" 6"

UNIT C (1) BEDROOM GROSS AREA: 554.54 OCCUPANT LOAD: 3

4 5A

2 9'

BEDROOM AREA: 111.49 LIGHT: 30.56 VENT: 11.46

9'-8"

LIVING / DINING ROOM AREA: 360.81 LIGHT: 100.72 VENT: 38.72

REV.#

DATE

ROOF TERRACE

15'-2"

ROOF TERRACE

3'6" HT. RAILING

3'6" HT. RAILING 15'-2"

23'-6"

11'

23'-6"

PROJECT

143-35 SANFORD AVE QUEENS, NEW YORK

3'6" HT. PARAPET

3'6" HT. RAILING

BALCONY

3'-6"

BALCONY

1'-6"

15'-2"

11'

FL3~9 PLANS

11'

SEAL & SIGNATURE

FL3~7 PLAN 1/8" = 1'-0" 0'

FL8 PLAN 10'

DESCRIPTION

9'-8"

15'-2"

10'-8"

12'-3"

BEDROOM AREA: 101.92 LIGHT: 41.43 VENT: 10.36 17'-6"

10'-5"

9'-8"

8'-10" LIVING / DINING ROOM AREA: 324.42 LIGHT: 64.34 VENT: 30.23

13'

10'-8"

TYPE A BATH ROOM

9'-8"

3'-6" BALCONY

BALCONY

23'-6"

TYPE A BATH ROOM

UNIT A (1) BEDROOM GROSS AREA: 638.93 OCCUPANT LOAD: 3 KITTE 13'

BEDROOM AREA: 101.33 LIGHT: 30.56 VENT: 11.46

TYPE A BATH ROOM BEDROOM AREA: 111.49 LIGHT: 30.56 VENT: 11.46

LIVING / DINING ROOM AREA: 360.81 LIGHT: 100.72 VENT: 38.72

KITTE

10'

2 9'

1'-6"

12'

10'-6"

BEDROOM AREA: 101.33 LIGHT: 30.56 VENT: 11.46

STUDIO AREA: 289.54 LIGHT: 64.34 VENT: 30.23

12'-3"

BEDROOM AREA: 114.58 LIGHT: 41.43 VENT: 10.36 17'-6"

LIVING / DINING ROOM AREA: 324.42 LIGHT: 64.34 VENT: 30.23

UNIT B (1) BEDROOM GROSS AREA: 583.97 OCCUPANT LOAD: 3 18'-3"

LIVING / DINING ROOM AREA: 325.49 LIGHT: 50.36 VENT: 19.36

3'6" HT. RAILING

8'-10"

15'

UNIT A (1) BEDROOM GROSS AREA: 638.93 OCCUPANT LOAD: 3 KITTE 13'

TYPE A BATH ROOM

KITTE

UNIT C STUDIO GROSS AREA: 412.96 OCCUPANT LOAD: 2

KITTE

10'

15'

UNIT A (1) BEDROOM GROSS AREA: 582.06 OCCUPANT LOAD: 3

10'-5"

UNIT B (1) BEDROOM GROSS AREA: 557.50 OCCUPANT LOAD: 3

UNIT B (1) BEDROOM GROSS AREA: 583.97 OCCUPANT LOAD: 3 18'-3"

13'

11'-10"

KITTE KITTE

TYPE A BATH ROOM

27'-9"

TYPE A BATH ROOM

27'-9"

TYPE A BATH ROOM

11'-10"

19'-6"

CORRIDOR 212.28 106.14 DEDUCT

A204

7'-3"

TYPE A BATH ROOM

2500LB CAPACITY

9'-8"

ELEVATOR SHAFT

4'-8"

MECH RM 94.41 DEDUCT

4 5A

7'-9"

6" 2

3'-8"

UP " 3/8

8'-8"

7'-10"

10'-6"

22'-7"

7'-10"

3'-8"

65'

31'-5"

2'-6"

2'-4"

1'-8"

5/1

5A CORRIDOR 218.56 109.28 DEDUCT

7'-3"

2'-6" 6"

TYPE A BATH ROOM

5A 4'-10"

5A 6'-3"

KITTE

D A204 5'

2500LB CAPACITY

11'-6"

CLEAR 7'

10' BEDROOM AREA: 121.81 LIGHT: 20.22 VENT: 7.00

ELEVATOR SHAFT

4'-8"

UNIT C (1) BEDROOM GROSS AREA: 554.54 OCCUPANT LOAD: 3

CLEAR

MECH RM 94.41 DEDUCT

LIVING / DINING ROOM AREA: 316.15 LIGHT: 54.83 VENT: 19.36

7'-9"

7'-10"

5/1

CLEAR 7'

TYPE A BATH ROOM

CLEAR

2'-6"

2'-4"

CLEAR

2'-6" 6"

5A 6'-3"

KITTE

D A204

UNIT E (1) BEDROOM GROSS AREA: 554.54 OCCUPANT LOAD: 3

18'-2"

BEDROOM AREA: 98.64 1 LIGHT: 20.22 VENT: 7.00

5C 4

11'-6"

8'-11"

1'-8"

11'-6"

5/1

TYPE A BATH ROOM

5A 4'-10"

7'-10"

5A 6'-3"

10' BEDROOM AREA: 121.81 LIGHT: 20.22 VENT: 7.00

4'-8"

8'-8"

LIVING / DINING ROOM AREA: 316.15 LIGHT: 54.83 VENT: 19.36

2'-10"

10'

5C 4

4'-8"

1'-8"

BEDROOM AREA: 98.64 1 LIGHT: 20.22 VENT: 7.00

UNIT D (1) BEDROOM GROSS AREA: 840.85 OCCUPANT LOAD: 4

BALCONY

18'-2"

8'-11"

4'-10"

3'-8"

11'-6"

KITTE

3'6" HT. RAILING

27'-2"

TYPE A BATH ROOM

1'-6"

10' BEDROOM AREA: 121.81 LIGHT: 20.22 VENT: 7.00

11'-3"

LIVING / DINING ROOM AREA: 316.15 LIGHT: 54.83 VENT: 19.36

2'-10"

10'

5B 6

8'-11"

19'-6"

20'

BEDROOM AREA: 98.64 1 LIGHT: 20.22 VENT: 7.00

7'-10"

8'-6"

BALCONY

18'-2"

UNIT D (1) BEDROOM GROSS AREA: 840.85 OCCUPANT LOAD: 4

3'-8"

11'-6"

BEDROOM AREA: 98.64 LIGHT: 20.22 VENT: 7.00

LIVING / DINING ROOM AREA: 381.54 LIGHT: 54.83 VENT: 19.36

KITTE

3'6" HT. RAILING

27'-2"

8'-6"

BALCONY

14'

UNIT D (1) BEDROOM GROSS AREA: 840.85 OCCUPANT LOAD: 4

5E 5B

LIVING / DINING ROOM AREA: 381.54 LIGHT: 54.83 VENT: 19.36

KITTE

3'6" HT. RAILING

27'-2"

BALCONY

11'-2"

19'-6"

20'

LIVING / DINING ROOM AREA: 381.54 LIGHT: 54.83 VENT: 19.36

BEDROOM AREA: 98.64 LIGHT: 20.22 VENT: 7.00

11'-2"

5E 5B

11'

BALCONY

5'-7"

BEDROOM AREA: 98.64 LIGHT: 20.22 VENT: 7.00

11'-6" 3'6" HT. RAILING

11'

10'

5'-7"

5C 5B

11'-6" 3'6" HT. RAILING

BALCONY

22'-6"

11'

10'

22'-6" 11'-6" 3'6" HT. RAILING

25'

1/8" = 1'-0" 0'

FL9 PLAN 10'

25'

1/8" = 1'-0" 0'

DATE: 11/14/2015 PROJECT No: DRAWING BY: JL CHK BY: MK

10'

25'

DWG No:

A-102.00 PAGE No:

08 OF

MICHAEL KANG ARCHITECT, PLLC

Architectural, Interior Design, Zoning & Building Code Expertis 37-01 Main Street, Suite #308, Flushing, NY 1135 michaelkangra@yahoo.com

Tel: (718) 353-292 Fax: (718) 661-161

MICHAEL KANG, RA

A204

A203

A202

A204

A203

A202

A204

A203

A202

FIRE DEPARTMENT ACCESS

ELEVATOR LOBBY 3

KEY PLAN

4'-10"

7'-10" DN

ELEVATOR MACHINE ROOM

CLEAR 7'

25'-4"

ELEVATOR SHAFT

2500LB CAPACITY

5A 11

RECREATION SPACE

D A204

4'-10"

7'-10"

3 10

D A204

8'-8"

CLEAR

D A204

PARSONS BOULEVARD

SANFORD AVENUE

EXTERIOR OPEN METAL STAIRS

3'6" HT. PARAPET

REV.#

DATE

DESCRIPTION

PROJECT

143-35 SANFORD AVE QUEENS, NEW YORK

ROOF ~ BULKHEAD PLANS

3'6" HT. RAILING

SEAL & SIGNATURE

BULKHEAD

ROOF PLAN 1/8" = 1'-0" 0'

10'

25'

1/8" = 1'-0" 0'

TOP ROOF

10'

25'

1/8" = 1'-0" 0'

DATE: 11/14/2015 PROJECT No: DRAWING BY: JL CHK BY: MK

10'

25'

DWG No:

A-103.00 PAGE No:

09 OF

Drawings