139 STUYVESANT AVENUE

6

Transcript of 139 STUYVESANT AVENUE

Page 1: 139 STUYVESANT AVENUE
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SCALE 1/8"=1'0"

SITE PLAN

20.0'

56

.0'

EXISTINGFOUR STORY BRICK RESIDENCE

BLOCK: 1621LOT: 10

CONST. CLASS : 3OCCUPANCY CLASS: R-2

ZONE R6-AMAP: 17A

ZONING: R6AMAP #: 17aBLOCK #: 1621LOT #: 10

GR

EE

N A

VE

NU

E

75.0

0' (

LOT

LINE)

PARRALL

EL W

ITH G

REE

N A

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75.0

0' (

LOT

LINE)

20.00'

STUYVESANT AVENUE

4.

DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICES RECEIVING THEIR

PRIMARY POWER FROM THE BUILDING WIRING AND THEIR SHALL BE NO SWITCHES IN THE CIRCUIT

OTHER RHAN THE OVERCURRENT DEVICE PROTECTING THE BRANCH CIRCUIT.

ALL SMOKE DETECTING DEVICES REQUIRED TO BE PROVIDED AND INSTALLED SHALL EITHER BE

ACCEPTED PURSUANT TO RULES AND REGULATION PROMULGATED BY THE COMMISSIONER,

APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED BY A NATIONALLY

RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC INSPECTIONS OR

PRODUCTION OF LISTED EQUIPMENT AND WHOSE LISTING STATES THAT THE EQUIPMENT MEETS

NATIONALLY RECOGNIZED STANDARDS.

NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLESS IT IS OF EITHER THE IONIZATION

CHAMBER OR PHOTO-ELECTRIC TYPE. SUCH DEVICES SHALL BE IN COMPLIANCE WITH THE

REQUIREMENTS OF REFERENCE STANDARD RS 17-1

SMOKE DETECTORS SHALL BE LOCATED WITHIN 15.0 FT. OFF ANY BEDROOM (MAXIMUM).

SMOKE DETECTORS TO BE HARDWIRED AND INTERCONNECTED.

5.

2.

3.

1.

SMOKE DETECTOR NOTES:

1. PLUMBING MATERIAL SHALL BE AS FOLLOWS:

A: WATER PIPING TO BE TYPE 'K' COPPER BELOW GRADE, TYPE 'L' COPPER ABOVE GRADE.

B: WASTE PIPING TO BE CAST IRON OR PVC PLASTIC.

C: VENTS TO BE CAST IRON, GALVANIZED STEEL OR PVC PLASTICPIPE.

D: GAS PIPING TO BE SCHEDULE 40, BLACK STELL PIPE. PROVIDE AUTOMATIC GAS CUT-OFF VALVE IN COOKING EQUIPMENT

SUPPLY MAIN AS REQUIRED FOR FIRE PROTECTION SYSTEM. VERIFY & COORDINATE WITH KITCHEN EQUIPMENT SUPPLIER.

PLUMBING

CONTRACTOR SHALL INSTALL WATER SUPPLY AND SANITARY SYSTEM AS INDICATED. PROVIDE HOT AND COLD SHUTOFF VALVES AT

ALL FIXTURES. ALL WATER PIPING TO PITCH BACK TO HOT WATER HEATER. WASTE PIPING TO HAVE CLEAN OUTS AT ALL CHANGES

OF DIRECTION AND AT BASES OF VERTICAL WASTES. USE 4" CAST IRON THROUGH FOUNDATION WALL PITCHED MIN. 1/8" PER

FOOT. TRAP WASTE SIZES FOR FIXTURES SHALL BE AS FOLLOWS:

DISH WASHER 1 1/2"

KITCHEN SINK 1 1/2"

LAVATORY 1 1/4"

SHOWER 3"

TOILET 4"

ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK INCREASED TO 4" THROUGH THE ROOF. PROVIDE FROST-PROOF HOSE-BIBS

AS INDICATED ON PLANS WITH EASILY ACCESSIBLE DRAIN-COCKS. THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS SHALL

COMPLY TO THE APPLICABLE COUNTY DEPARTMENT OF HEALTH STANDARDS AND REGULATIONS. APPROVAL OF ALL PLUMBING MUST

BE OBTAINED FROM APPROPRIATE LOCAL AUTHORITIES PRIOR TO CONCEALMENT. PRIOR TO ORDERING, CONTRACTOR SHALL PROVIDE

CUTS OF FIXTURES FOR OWNERS APPROVAL. IN THE EVENT THE OWNER CHANGES, THE CONTRACTOR SHALL CREDIT THE OWNER

FOR THE FULL SUBCONTRACTORS COST FOR THE CHANGED UNIT.

2. PROVIDE FIXTURE STOPS AT ALL PLUMBING FIXTURES.

3. INSULATE ALL HOT & COLD WATER LINES ABOVE GRADE WITH 3/4" FIBERGLASS PIPE INSULATION WITH VAPOR BARRIER.

4. PROTECTION AGAINST WIND BORNE DEBRIS IN WIND BORNE DEBRIS REGIONS SHALL CONFORM TO SECTION R301.1.2.1.2

SPAN WITH ATTACHMENT HARDWARE TO BE STORED WITHIN THE PREMISES FOR GLAZED OPENINGS PROTECTION AGAINST WIND

3. PROVIDE PRECUT WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH AND FOR MAXIMUM OF 8 FEET

2. ALL NEW EXTERIOR WINDOWS AND GLASS DOORS MUST CONFORM WITH THE REQUIREMENTS OF SECTION R613 OF

1. ALL SKYLIGHTS MUST CONFORM WITH THE REQUIREMENTS OF SECTION R308.6 OF NEW YORK STATE RESIDENTIAL CODES

NEW YORK STATE RESIDENTIAL CODE.

MISCELLANEOUS NOTES:

5. ALL EXCAVATION AND BACKFILLING PROCESS SHALL BE DONE UNDER SUPERVISION OF A SOIL ENGINEER OR STRUCTURE

ENGINEER HIRED BY THE OWNER OR THE CONTRACTOR. THE SOIL/STRUCTURE ENGINEER SHALL INSPECT THE SITE FOR

FOOTINGS, FOUNDATION PILES AND FOUNDATION WALLS PROIR TO EXCAVATION. ANY ADJACENT PROPERTY OR FOUNDATION

AFFECTED BY THE CONSTRUCTION, SHALL BE REINFORCED BY MEANS OF UNDERPINNING OR OTHER REINFORCEMENT METHOD

DIRECTED BY THE SOIL/STRUCTURE ENGINEER.

6. THE ARCHITECT/ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE

RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, DEVIATIONS, TECHNIQUES, SEQUENCES,

OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE

WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OTHER

PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY

OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALWAYS USE DIMENSIONS

AS SHOWN. DRAWINGS ARE NOT TO BE SCALED. RESPONSIBILITY OF THE ARCHITECT/ENGINEER IS

LIMITED TO THE ACCURACY OF THE PLANS.

SPECIAL INSPECTION1. SPECIAL /PROGRESS REPORT SHALL BE CARRIED OUT IN ACCORDANCE WITH

THE APPLICABLE CODE SECTIONS AND SHALL INCLUDE THE FOLLOWING ITEMS

-STRUCTURAL SAFETY, STRUCTURAL STABILITY

-FIRE STOP

-FRAME INSPECTION

-MECHANICAL SYSTEM

-ENERGY CODE COMPLIANCE SECTION

MECHANICAL VENTILATION NOTES:GENERAL NOTES:1. CONTACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENTIONS AND SHALL REPORT AND

DISCREPANCES TO THE ARCHITECT PROR TO COMMENCEMENT OF WORK.

2. CONTRACTORS SHALL OBTAIN ALL REQUIRED AND NECESSARY PERMITS FROMM ALL MUNICIPAL

AGENCIES HAVING JURISDICTION. NO WORK SHALL PROCEED UNLEES PERMIT IS OBTAINED AND

DISPLAYED AT OBVIOUS LOCATION AT FRONT OF PREMISES.

3. UPON COMPLETION OF WORK, CONTRACTORS WILL BE RESPONSIBILE FOR CALLING FOR INSPECTIONS

AND OBTAINING SIGN-OFFS FOR CONSTRUCTION, PLUMBING AND ELECTRIC WORK.

4. CONTRATOR SHALL CARRY WORKMAN'S COMPESATION INSURANCE AND DISABILITY BENEFITS AND ALL

OTHER INSURANCE PAPERS REQUIRED.

5. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE NEW YORK CITY BUILDING CODE AND

ALL OTHER RULES AND REGULATIONS OF THE COUNT AND STATE AS THEY APPLY TO THIS ALTERATION.

6. DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL FIELD CONDITIONS AND THE WORK OF OTHER

TRADES PERMIT, ANY PIPING WIRING OR OTHER MATERIALS NOT SPECIFICALLY SHOWN OR SPECIFIED BUT

NEEDED TO COMPLETE THE WORK SHALL BE DEEMED TO BE PART OF THESE SPECIFICATIONS AND SHALL

BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

1. INTERIOR BATHROOMS SHALL BE MECHANICALLY VENTILATED TO PROVIDE FOUR (4) CHANGES OR AIR

PER HOUR, KITCHENETTE AREAS SHALL BE MECHANICALLY VENTILATED TO PROVIDE SIX (6) CHANGES OR

AIR PER HOUR.

2. ALL ASPECTS OF MECHANICAL VENTILATION SYSTEMS SHALL COMPLY WITH SECTION 37 OF THE M.D.L.

AND ALL OTHER APPLICABLE SECTIONS.

3. A STATEMENT SHALL BE FILED BY THE OWNER THAT STATES THE MECHANICALLY VENTILATION SYSTEMS

WILL BE OPERATED CONTINUOSLY AT AL TIMES DURING THE NORMAL OCCUPANCY OF THE STRUCTURE AS

PROVIDED IN THE APPLICABLE SECTION OF THE CODE.

4. BATHROOM DUCTS SHALL BE A MINIMUM OF 20gr. GALVANIZED METAL KITCHENETTE DUCTS SHALL BE A

MINIMUM OF 18gr. GALVANIZED METAL, ALL DUCTS SHALL BE A MINIMUM OF 5" dia. AND BOXED IN AS

REQUIRED PER FIRE RETARDING EXPLAINED BELOW.

5. DUCTS SHALL BE SUPPORTED AT EVERY FLOOR AND PER RS 13-1 AND 13-2.

ALL JOINTS AND ELBOWS SHALL BE TIGHT FITTING AND SCREWED.

6. FIRE RETIED ALL DUCWORK HAVING A CROSS SECTIONAL ARE OF UNDER 2SQFT WITH CONSTRUCTION

HAVING A FIRE RESISTANCE RATING OF 1 HR PLACED AS CLOSE AS POSSIBLE TO THE DUCT IN LIEU OF A

SHAFT PER 3-3.3.1 OF RS 13-1, FILL THE SPACE BETWEEN THE DUCT AND THE FLOOR SOLIDLY WITH INERT

COMBUSTIBLE MATERIAL FOR THE FULL DEPTH OF THE FLOOR CONSTRUCTION, USE

5

8

" SHEET ROCK

FIRECODE 60 AS THE MATERIAL FOR 1HR RATED CONSTRUCTION AROUND THE DUCTS.

7. EXACT LOCATION OF THE DUCT RUNS SHALL BE COORDINATED WITH THE ARCHITECT IN THE FIELD.

8. EACH BATHROOM EXHAUST FAN SHALL BE INDIVIDUALLY WIRED TO OPERATE WITH THE BATHROOM

LIGHT SWITCH. EACH KITCHENETTE EXHAUST FAN SHALL BE WIRED AND SWITCHED INDEPENDENTLY.

"HARDWIRED CARBON MONOXIDE DETECTORS COMPLYING WITH RS 17-13 AND

INSTALLED IN ACCORDANCE WITH 17-14 SHALL BE PROVIDED IN EVERY DWELLING

UNITWITHIN 15 FEET OF THE PRIMARY ENTRANCE TO EACH BEDROOM."

CARBON MONOXIDE DETECTORS NOTES:

ELECTRICAL NOTES:

MECHANICAL & PLUMBING NOTES:

1. BUILDING SHALL COMPLY WITH SECTION D.26.03 H.M.C. DRAINAGE OF ROOFS

AND COURT YARDS.

2. BUILDING SHALL COMPLY WITH SECTION D.26 -17.01 H.M.C. CENTRAL HEAT.

3. BUILDING SHALL COMPLY WITH SECTION D.26 - 17.07 H.M.C. SUPPLY HOT

WATER.

4. BUILDING SHALL COMPLY WITH SECTION D.26 - 17.09 H.M.C. GAS - FUELED OR

ELECTRIC HEATERS WHERE PERMITED.

5. BUILDING SHALL COMPLY WITH SECTION D.26 - 19.01 H.M.C. ELECTRIC

LIGHTING EQUIPMENT IN DWELLINGS.

6. BUILDING SHALL COMPLY WITH SECTION D.26 - 19.03 H.M.C. ELECTRIC

LIGHTING IN PUBLIC AREAS.

7. BUILDING SHALL COMPLY WITH SECTION D.26 - 20.05 H.M.C. LOCKS IN DOORS.

8. BUILDING SHALL COMPLY WITH SECTION D.26 - 21.05 H.M.C. STREET

NUMBERS.

9. BUILDING SHALL COMPLY WITH SECTION D.26 - 30.11 H.M.C. LIGHTING AND

VENTILATION.

10. BUILDING SHALL COMPLY WITH SECTION D.26 - 31.13 H.M.C. SANITARY

FACILITIES.

HOUSING MAINTENANCE NOTES:

1. MECHANICAL AND PLUMBING WORK SHALL BE FILED AS REQUIRED WITH THE

APPROPRIATE CITY AGENCIES, UPOM COMPLETION WORK, CONTRACTOR

SHALL ARRANCE FOR AND OBTAIN RELEVANT SIGN-OFF.

2. ALL MECHANICALL AND PLUMBING WORK SHALL CONFORM TO THE NYC

CODE AND ALL LOCAL LAWS.

1. THE ELECTRIC INSTALLATION AND REPAIRS SHALL BE IN STRICT

ACCORDANCE WITH THE NEW YORK CITY CODE AND OTHER CODES OR

AGENCIES HAVING JURIDICTION.

2. CONTRACTOR SHALL PROCURE RECUIRED PERMITS FOR HIS WORK.

3. EACH DWELLING UNIT SHALL BE PROVIDED WITH A SEPARATE METER.

4. ALL EXPOSED WIRING, UNLESS OTHERWISE NOTED SHALL BE INSTALLED IN

EMT CONDUIT. ALL CONCEALED WIRING MAY BE FLEXIBLE METALIC CONDUIT.

5. SMOKE DETECTORS SHALL BE INSTALLED IN WIRING BEFORE ELECTRICAL

SWITCHES ARE WIRED INTO LINE.

PIPING MATERIAL SCHEDULE

SYSTEM PIPING FITTINGS JOINTS

SANITARY & STORM

WATER HOUSE

DRAINS BELOW

GROUND WITHIN

BUILDING

SANITARY & STORM

DRAINAGE 3' &

LARGER ABOVE

GROUND

HORIZONTAL &

VERTICAL

VENT

HOT & COLD

WATER AND HOT

WATER RETURN

WATER SERVICE

UNDERGROUND

GAS

SERVICE AND

WEIGHT CAST

IRON

SERVICE AND

WEIGHT CAST

IRON

SERVICE AND

WEIGHT CAST

IRON

DUCTILE IRON

CLASS 6

TYPE L COPPER PIPE

BACK STEEL

HUB & SPOIGOTS

APPROVED BY CODE

HUB & SPOIGOTS

APPROVED BY CODE

NO HUB

DUCTILE IRON

BRASS AND BRONZE

MALLEABLE IRON

NEOPRENE GASKET OR LEAD

AND OAKUM JOINTS

STAINLESS STEEL

COUPLING

(q AMP-ALL)

MECHANICAL JOINT

95-5 TIN ANTIMONY

SOLDER

THREADED 3" & SMALLER

WELDED 4" LARGER

STAINLESS STEEL

COUPLING

(Q AMP-ALL)

PLUMBING FIXTURE CONNECTION SCHEDULE

FIXTURE

WATER CLOSET

LAVATORY

BATH TUB

SINK

W V CW HW W

-

-

-

4"

1

1

2

"

2 "

2 "

2 "

1

1

2

"

1

1

2

"

1

1

2

"

3

4

1

1

2

"

1

1

2

"

1

1

2

" 1

1

2

"

1

1

2

"

1

1

2

"

-

-

ITEMDESCRIBTION

ITEMDESCRIBTION

CODEPRESCRIPTIVEVALUE

WOOD/METAL

FRAME WALL

R-VALUE, 13 R-VALUE, 13

(TABLE 402.1 (2)

FENESTRATION

CEILING

FLOOR

NEW BOILER

75,000 BTU/H

ANY PIPING REQUIRED

FOR (AUTOMATIC

CIRCULATING SYSTEM)

DOOR (NON METAL EDGE)

45% GLAZING,

DOUBLE PANE

MECHANICAL FLUID PIPE

TEMP. 55 - 105 F)

ANY PIPING REQUIRED

FOR (AUTOMATIC

CIRCULATING SYSTEM)

LIGHTING

SYSTEMS

U.FACTOR 0.40 U.FACTOR 0.40

R.VALUE 50

R.VALUE 19

40% EFFICIENCY

AFFUE

R-2

U 0.55

R-2

R-3

50% OF LAMP IS HIGH

EFFICIENCY

PROGRAMMABLE

THERMOSTAT

DUCT INSULATION

SUPPLY, R-8

OTHERS R-6

R-VALUE, 13

(TABLE 402.1 (2)

R-VALUE, 13

(TABLE 402.1 (2)

R-VALUE, 13

(TABLE 402.1 (2)

R-VALUE, 19

(TABLE 402.1 (2)

U 0.55 TABLE 505.19(2)

MIN, R-2

(SECTION 409.9)

MIN. 50% OF LAMP SHALL BE

HIGH EFFICIENCY LAMP

SECTION 404.1)

EACH UNIT WITH

PROGRAMMABLE

THERMOSTAT

(SECTION409.21)

SUPPLY, R-8

OTHERS R-6

SECTION 409.21

MIN, R-5

(SECTION 409.9)

MIN, R-2

(SEC. 409.9)

PROGRESS INSPECTIONS

1. ENERGY CODE INSPECTIONS SHALL BE CARRIED OUT IN

ACCORDANCE WITH THE APPLICABLE CODE SECTIONS

AND SHALL INCLUDE THE FOLLOWING ITEMS

-INSULATION, PLACEMENT ANCR VALUES

-LIGHTING IN DWELLING UNIT

-FENESTRATION AREA

-AIR SEALING AND INSULATION VISUAL

-HVAC AND SERVICE WATER HEATING SYSTEM CONTROL

-DUCT PLENUM AND PIPING INSULATION AND SEALING

-DUCT LEAKAGE TESTING

-EXIT SIGN

-FRAME INSPECTION

-MECHANICAL SYSTEM

-ENERGY CODE COMPLIANCE SECTION

INTERIOR RENOVATION OF EXIST'G THREE FAMILY RESIDENCE AND

COMMERCIAL SPACE

NO CHANGE IN USE , OCCUPANCY, OR EGRESS,

NEW CERTIFICATE OF OCCUPANCY IS NOT REQUIRED.

EXIST'G CO # TO REMAIN.-

SCOPE OF WORK

BUILDING ADDRESS BLOCK LOT

BUILDING INFORMATION

139 STUYVESANT AVE 1621 10

OCCUPANCY CLASS: (R-2- RESIDENTIAL APARTMENT HOUSE)

CONSTRUCTION CLASS: 3 (NON FIRE PROOF STRUCTURES)

ZONE DISTRICT: R6A

ZONING MAP: 17A

LOT AREA : 200 X 750 =1500 SF

"HARDWIRED CARBON MONOXIDE DETECTORS COMPLYING WITH RS 17-13 AND

INSTALLED IN ACCORDANCE WITH 17-14 SHALL BE PROVIDED IN EVERY DWELLING

UNITWITHIN 15 FEET OF THE PRIMARY ENTRANCE TO EACH BEDROOM."

NOTE:

ENERGY A NALYSIS FOR ALTERATION

EXIS

T'G

SID

E W

ALK

EXIST'GGARAGE

(NOT A PART OFTHIS APPLICATIONEXIST'G

CURB CUT

EXIST'G SIDE WALK

PLUMBING & GAS DIAGRAMS INDICATE NUMBER OF FIXTURES AND APPROXIMATE PIPE SIZES. ALL

PLUMBING WORK SHALL BE PERFORMED BY A REPUTABLE PLUMBER, LICENSED IN THE STATE OF NEW

YORK. ALL PLUMBING INSTALLATION TO BE IN STRICT ACCORDANCE TO THE N.Y.C. PLUMBING CODE.

DISCREPANCIES, VARIATIONS, OR ANY WORK SHOWN HEREIN WHICH IS CONTRARY TO THAT REQUIRED

BY THE APPLICABLE GOVERNING AGENCY AND IT'S CODE, IS TO BE BROUGHT TO THE ARCHITECT'S

ATTENTION BEFORE PROCEEDING WITH WORK. IT REMAINS THE PLUMBER'S RESPONSIBILITY TO OBTAIN

A PLUMBING SIGNOFF FROM THE N.Y.C. DEPARTMENT OF BUILDINGS PLUMBING DIVISION OF THIS

APPLICATION.

ALL BOILERS MUST HAVE MIN EFFICIENCY AFUE OF 85%

ALL PIPING MUST BE INSULATED WITH MIN R-3 INSULATION.

139 STUYVESANT AVENUEBROOKLYN NEW YORK.

THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND

SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,

DEVIATIONS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR

SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE

WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR,

SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE

WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE

WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALWAYS USE

DIMENSIONS AS SHOWN. DRAWINGS ARE NOT TO BE SCALED.

PROJECT

SEAL & SIGNATURE

DATE: 12-30-2014

PROJECT No: 139 STUYVESANT AVE

DRAWING BY:

CHK BY:

TITUS

B. AWOSIKA

DWG No:

CADO FILE No:

J: E. STUYVESANT AVE.

A R C H I T E C T S

C O N S U L T AN T SP L A N N E R S

BANJI AWOSIKA

ARCHITECT P.C.

140-23 Queens Blvd.Jamaica, NY 11435Tel. 1(718) 657 5004Fax. 1(718) 657 2447

B

1 OF 5

No.

REVISION DATE

SHORING AREA & EXCAVATION DETAIL 03.22.101

D.O.B. No:

SITE PLAN AND NOTES

DOB HUB APROVAL:

Z-001.01

PLAN CHANGES 12-30-2014 01

AutoCAD SHX Text
NORTH
Page 3: 139 STUYVESANT AVENUE

SCALE 1/4"=1'0"

CELLAR PLAN

SCALE 1/4"=1'0"

FIRST FLOOR PLAN

STORAGE

THE USE OF THE CELLAR FOR

LIVING, SLEEPING, COOKING OR

SEPARATE RENTAL IS STRICTLY

PROHIBITED BY LAW.

CM S.D.

W

10T @ 9.50

11R @ 8.25

BL

up

HWHHWH

STORAGE

EXISTING (5) ELECTRIC MTRS.

10T @ 9.50

11R @ 8.25

KITCHEN

DN

OFFICE

RECEPTION

OFFICE

CM S.D.

NE

W M

EC

H. R

OO

M

FP

SC

D

R

(1.5 H

R)

FR

UP

30" X

6'-8"

WALL ASSEMBLY5/8" GYPSUM BDINTERIOR FINISH

2 X 4 WD STUDS @ 16" O.C.

5/8" GYPSUM BDINTERIOR FINISH

INTERIOR WALL DETAIL ( NON RATED)1

5/8" GYPSUM BD TYPE ''X''INTERIOR FINISH

2 X 4 WD STUDS @ 16" O.C.

5/8" GYPSUM BD TYPE ''X''INTERIOR FINISH

INTERIOR WALL DETAIL ( 1-HR RATED)2

(2) 5/8" GYPSUM BD TYPE ''X''INTERIOR FINISH

2 X 4 WD STUDS @ 16" O.C.

(2) 5/8" GYPSUM BD TYPE ''X''INTERIOR FINISH

INTERIOR WALL DETAIL ( 2-HR RATED)3

(2) 5/8" GYPSUM BD TYPE ''X''INTERIOR FINISH 2 X 4 WD STUDS

@ 16" O.C.

PROVIDE 12 X 12 FLOOR JOISTAT END OF FLOOR JOISTS

CEILING SEPARATION (1-HR RATED)4

LIVING RM

ROOM AREA= 240 SF REQ'D

LIGHT(10%) = 24.0 SF SF

REQ'D V.A. (5%) = 12. SF

AREA OF OPENING: 30 SF

CM S.D.

DN

BEDROOM

CLO

SE

T

CLO

SE

TC

LO

SE

T

CLO

SE

TC

LO

SE

T

SCALE 1/4"=1'0"

SECOND FLOOR PLAN

UP

CM S.D.

ROOM AREA= 95 SF REQ'D

LIGHT(10%) = 9.5 SF SF

REQ'D V.A. (5%) = 4.8 SF

AREA OF OPENING: 15 SF

CM S.D.

ROOM AREA= 95 SF REQ'D

LIGHT(10%) = 9.5 SF SF

REQ'D V.A. (5%) = 4.8 SF

AREA OF OPENING: 15 SF

ROOM AREA= 126 SF REQ'D

LIGHT(10%) = 12.6 SF SF

REQ'D V.A. (5%) = 6.3 SF

AREA OF OPENING: 30 SF

CM S.D.

FR

5/8" GYPSUM BD TYPE ''X''INTERIOR FINISH

UL: U-425 UL: U-425 UL: U-425 UL: U-425

EXISTING 12" Ø FRESH AIR VENT F.A.V.

UP

METER WATER

OPEN CELLAR

EXIT'G

EXT'G CEILING HEIGHT: 7'-0"

NEW NEW

HWH

NEW

HWH

NEW

NEW

BL

NEW

BL

NEW

BL

NEW

THE USE OF THE CELLAR FOR

LIVING, SLEEPING, COOKING OR

SEPARATE RENTAL IS STRICTLY

PROHIBITED BY LAW.

(4) A.O SMITH

NATURAL GAS

MODEL: GCV40300

SERIAL # 1345A021658

40,000 BTU

CAPACITY: 40.0

(4) GREEN MOUNTAIN

(NATURAL GAS)

MODEL: GREEN MNT/GWB120

BOILER # 99840-01,2,3,4,

120,000 BTU

(4) NEW GAS METER

EXIST'G

GARAGE ROOF

NEW STEEL DUNNASESIZED AND ERECTED BYTHE MECH. CONTRACTOR

(3) AC COOLING UNITMODEL TCJ 208(SINGLE FACE)36,000 BTU (3 TONS)

AC # 4

REFRIGERANT PIPINGDOWN TO AH4AT 1ST FLOOR

REFRIGERATING PIPINGS SIZESAND INSTALLED AS PERMANUFACTURERRECOMMENDATIONS

CLOSET

PANTRY

TOILET

KITCHENETT

CM S.D.

CM S.D.

STORAGE

STORAGE

STORAGE

EXISTING 12" Ø

CHIMNEY

GARAGE

GARAGE

NEW HARDWOODFLOOR

TOILET

EXIST'G

EXIST'G

BEDROOM

EXIST'G

BEDROOM

EXIST'G

EXIST'G

EXIST'G

EXIST'G

EXIST'G

ABOVEAC AH4

NEW 12"X12 CHIMNEY

NEW 12"X12 CHIMNEY

EXIST'G 12" X12"

FRESH AIR VENT F.A.V.

DENOTES MIN 50cfm EXHAUST FAN DUCTED TO OUT DOORS

PROVIDE FUSIBLE-LINK FIRE DAMPER WHERE EXHAUST DUCTS

PASS THRU RATED CONSTRUCTION

LEGEND

DENOTES FLOOR DRAIN

4" CONCRETE MASONRY WALL

DENOTES AREA DRAIN

PROVIDE

5

8

" TILE BRAKER BD. AT AREAS RECEIVING CERAMIC TILES

C.M.S.D.

DENOTES APPROVED TYPE SMOKE DETECTOR & CARBON MONOXIDE

NEW 2 HR RATED WALL

2- LAYERS

3

8

" GYP. BOARD TYPE X STC 55 BSA # 301-60 SM EACH SIDE ON

2

1

2

MTL. STUD SECURED TO EACH SIDE OF METAL STUDS. A 24 GA 36"X

48" STEEL SHEET SECURED BETWEEN GYPSUM PANELS 18" ABOVE LINE

OVERALL

ASSEMBLY THICKNESS IS 4

1

2

"

DENOTES EXTERIOR WALL CONSTRUCTED OF 2"x4" WOOD STUDS @ 16"

O.C. WITH 1 LAYER 5/8" TYPE 'X' 6WB ON THE INTERIOR SIDE, WR 21 BATT

INSULATION THROUGH OUT STUD CAVITIES

EXT. FINISH -1HR FIRE RATED - U Des UB14.

EXIST. WORK TO BE REMOVED

EXIST'G WORK TO REMAIN

INTERIOR PARTITION WALL

ONE LAYER

3

8

" SYPSUM BD. EACH SIDE OF 3

3

8

" WOOD STUDS @ 16" O.C.

BRACE STUDS @ 4'-0 MIN,. VERTICALLY AT CHASE WALL ONLY

NEW WD DOOR

NEW WD DOOR

NEW WD DOOR

M.VENT

50 CFM

M.VENT

50 CFM

M.VENT

50 CFM

CM S.D.

CM S.D.

NEW WD DOOR

NEW WD DOOR

REMOVE EXISTING PERTITIONWALL AND REPLACE WITH 2#CLOSET DOORS AS SHOWN

REPLACED WITHPARTITIONWALL AND TOPLEVEL WINDOWAS SHOWN

PLACE NEW EXTERNAL STEELSTACK CHIMNEYCONNECT TO THE EXISTING

NEW KITCHEN SINK

SEE BOILER &

HWH NOTES

ON THIS SHEET

REMOVE EXISTING DOOR ANDREPLACE WITH PARTITION WALLAS SHOWN.

REMOVEEXIST 3'x 8' HT.FRAME WALLPORTION TONEW WINDOWOPENING(AS SHOWN)

EXIST'G DOORTO BE REMOVED

NEW PARTITION WALL

EXIST'GWOOD CLADDING

EXIST'GFACING BRICK(RECESSED DECOR)

EXIST'GWOOD CLADDING

2

1

3

2

2

2

2

3

3

10T @ 9.50

11R @ 8.25

REMOVEEXIST 3'x 8' HT.FRAME WALLPORTION TONEW WINDOWOPENING(AS SHOWN)

REMOTE CONTROL SWITCH

FLOORNEW HARDWOOD

EXIST'G

EXIST'G

REMOVE EXISTING DOORS ANDPARTITION WALLS AS SHOWN ANDREPLACE WITH PANTRY CABINET

(NET AREA: 826 SF)

USE GROUP: 6

OCC. GR: B (BUSINESS)

OCCUPANCY LOAD @

25 SF /PERSON = 33 PERSONS

AC UNIT AH3

ROOM

BATH

139 STUYVESANT AVENUEBROOKLYN NEW YORK.

THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND

SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,

DEVIATIONS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR

SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE

WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR,

SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE

WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE

WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALWAYS USE

DIMENSIONS AS SHOWN. DRAWINGS ARE NOT TO BE SCALED.

PROJECT

SEAL & SIGNATURE

DATE: 12-30-2014

PROJECT No: 139 STUYVESANT AVE

DRAWING BY:

CHK BY:

TITUS

B. AWOSIKA

DWG No:

CADO FILE No:

J: STUYVESANT AVE

A R C H I T E C T S

C O N S U L T AN T SP L A N N E R S

BANJI AWOSIKA

ARCHITECT P.C.

140-23 Queens Blvd.Jamaica, NY 11435Tel. 1(718) 657 5004Fax. 1(718) 657 2447

B

2 OF 5

No.

REVISION DATE

SHORING AREA & EXCAVATION DETAIL 03.22.101

D.O.B. No:

FLOOR PLANS

DOB HUB APROVAL:

A-002.01

PLAN CHANGES 12-30-2014 01

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Page 4: 139 STUYVESANT AVENUE

SCALE 1/4"=1'0"

ROOF PLANSCALE 1/4"=1'0"

THIRD FLOOR PLAN

NEW 12"X12" CHIMNEY

AC # 1 AC # 2 AC # 3

REFRIGERANT PIPINGS,SIZED ANDINSTALLED AS PERMANUFACTURERRECOMMENDATIONS

NEW STEEL DUNNAGESIZED AND ERECTED BYTHE MECH. CONTRACTION

(3)AC COOLING UNITMODEL: TC-208(SINGLE FACE)36,000 BTU(3 TONES)

EXIST'G ROOF

CLAY CHIMNEY

REFRIGERANT PIPING DOWN TOAH1, AH2, AH3 AT 4TH, 3RD,2ND FLOOR

BULKHEAD

LIVING RM

ROOM AREA= 240 SF REQ'D

LIGHT(10%) = 24.0 SF SF

REQ'D V.A. (5%) = 30.0 SF

CM S.D.

BEDROOM

CLO

SE

T

CLO

SE

TC

LO

SE

T

CLO

SE

TC

LO

SE

T

CM S.D.

ROOM AREA= 95 SF REQ'D

LIGHT(10%) = 9.5 SF SF

REQ'D V.A. (5%) = 4.8 SF

AREA OF OPENING: 15 SF

CM S.D.

ROOM AREA= 95 SF REQ'D

LIGHT(10%) = 9.5 SF SF

REQ'D V.A. (5%) = 4.8 SF

AREA OF OPENING: 15 SF

ROOM AREA= 126 SF REQ'D

LIGHT(10%) = 12.6 SF SF

REQ'D V.A. (5%) = 6.3 SF

AREA OF OPENING: 30 SF

CM S.D.

FR

TOILET

EXIST'G FIRE ESCAPE

KITCHENETT

CM S.D.

NEW HARDWOODFLOOR

EXIST'G

EXIST'G

BEDROOM

EXIST'G

BEDROOM

EXIST'G

EXIST'G

NEW 12"X12 CHIMNEY

SCALE 1/4"=1'0"

FOURTH FLOOR PLAN

LIVING RM

ROOM AREA= 240 SF REQ'D

LIGHT(10%) = 24.0 SF SF

REQ'D V.A. (5%) = 30.0 SF

CM S.D.

BEDROOM

CLO

SE

T

CLO

SE

TC

LO

SE

T

CLO

SE

TC

LO

SE

T

AC UNIT

30" X 6'-8" WD DOOR

30" X 6'-8" WD DOOR

CM S.D.

ROOM AREA= 95 SF REQ'D

LIGHT(10%) = 9.5 SF SF

REQ'D V.A. (5%) = 4.8 SF

AREA OF OPENING: 15 SF

CM S.D.

ROOM AREA= 95 SF REQ'D

LIGHT(10%) = 9.5 SF SF

REQ'D V.A. (5%) = 4.8 SF

AREA OF OPENING: 15 SF

ROOM AREA= 126 SF REQ'D

LIGHT(10%) = 12.6 SF SF

REQ'D V.A. (5%) = 6.3 SF

AREA OF OPENING: 30 SF

CM S.D.

FR

TOILET

EXIST'G FIRE ESCAPE

KITCHENETT

CM S.D.

NEW HARDWOODFLOOR

AH3

EXIST'G

FLOOR

EXIST'G

BEDROOM

EXIST'G

BEDROOM

EXIST'G

EXIST'G

NEW 12"X12 CHIMNEY

M.VENT

50 CFM

M.VENT

50 CFM

skylight

new skylight

NEW HARDWOODFLOORNEW HARDWOOD

AC UNIT AH3

BATHBATH

THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND

SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,

DEVIATIONS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR

SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE

WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR,

SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE

WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE

WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALWAYS USE

DIMENSIONS AS SHOWN. DRAWINGS ARE NOT TO BE SCALED.

PROJECT

SEAL & SIGNATURE

DATE: 12-30-2014

PROJECT No: 139 STUYVESANT AVE.

DRAWING BY:

CHK BY:

TITUS

B. AWOSIKA

DWG No:

CADO FILE No:

J: STUYVESANT AVE

A R C H I T E C T S

C O N S U L T AN T SP L A N N E R S

BANJI AWOSIKA

ARCHITECT P.C.

140-23 Queens Blvd.Jamaica, NY 11435Tel. 1(718) 657 5004Fax. 1(718) 657 2447

B

3 OF 5

No.

REVISION DATE

SHORING AREA & EXCAVATION DETAIL 03.22.101

D.O.B. No:

FLOOR PLANS AND ROOF PLAN

DOB HUB APROVAL:

A-003.01

139 STUYVESANT AVENUEBROOKLYN NEW YORK.

PLAN CHANGES 12-30-2014 01

AutoCAD SHX Text
1
Page 5: 139 STUYVESANT AVENUE

SCALE 3/16"=1'0"

SIDE ELEVATION

PARAPET WALL

SCALE 3/16"=1'0"

REAR ELEVATION

EXIST. GARRAGE

FIRE ESCAPE

FIRE ESCAPE

SCALE 3/16"=1'0"

FRONT ELEVATION

PARAPET WALL

THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND

SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,

DEVIATIONS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR

SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE

WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR,

SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE

WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE

WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALWAYS USE

DIMENSIONS AS SHOWN. DRAWINGS ARE NOT TO BE SCALED.

PROJECT

SEAL & SIGNATURE

DATE: 12-30-2014

PROJECT No: 139 STUYVESANT AVE.

DRAWING BY:

CHK BY:

TITUS

B. AWOSIKA

DWG No:

CADO FILE No:

J: STUYVESANT AVE.

A R C H I T E C T S

C O N S U L T AN T SP L A N N E R S

BANJI AWOSIKA

ARCHITECT P.C.

140-23 Queens Blvd.Jamaica, NY 11435Tel. 1(718) 657 5004Fax. 1(718) 657 2447

B

4 OF 5

No.

REVISION DATE

SHORING AREA & EXCAVATION DETAIL 03.22.101

D.O.B. No:

ELEVATIONS

DOB HUB APROVAL:

A-004.01

139 STUYVESANT AVENUEBROOKLYN NEW YORK.

PLAN CHANGES 12-30-2014 01

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1
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1
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1
Page 6: 139 STUYVESANT AVENUE

ROOF

4TH FLOOR

3RD FLOOR

2ND FLOOR

1ST FLOOR

CELLAR

TO EXIST'G SEWER SYSTEM

HOUSE TRAP

C.0.

C.0.

C.0.

C.0.

W.C

LAV.

TUB

W.C

LAV.

TUB

W.C

LAV.

TUB

W.C

LAV.

TUB

C.0.

C.0.

4"

4"

4"

4"

4"

4"

2"

2" 2"4"

2" 2"4"

2" 2"4"

2" 2"4"

2"

2"

2"

1 1/2"

1 1/2"

1 1/2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

3"

2"

SINK

NTS

PLUMBING RISER DIAGRAM

ROOF

4TH FLOOR

3RD FLOOR

2ND FLOOR

1ST FLOOR

4"

NTS

GAS RISER DIAGRAM

INCOMING GAS SIZED AS PER UTILITY COMPANY REQUIREMENTS

CELLAR

GASBOILER

GASBOILER

GASBOILER

GASBOILER

H.W.H. H.W.H. H.W.H. H.W.H.

3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4"

4 GAS METERS

3/4"

3/4"

3/4"

RANGE

RANGE

RANGE

STORM COLLAR

RODENT CAP

RODENT CAPWITH MESH BIRD SCREEN(SPARK ARRESTER)

CHIMNEY WALL(TYP.)

CHIMNEY DETAILS

SEALANT

ROOF TOP A/C UNIT

W8 X 18 SUPPORT BEAM

ROOF ELEVATION

SCALE: NTS

A/C UNIT SUPPORT DETAIL

EXIST'G ROOFING

EXIST'G JOIST

8" X 8" X 3/9" STEEL PL.1" DRY PACK

EXIST'GPARAPETWALL

DUCT

EXIST'G WALL

EXIST'G CELING

SCALE: NTS

2 HR MECH. DUCT ENCLOSURE

(2) LAYERS 1" FC GIPSUM BOARD ONON 1" T & G BOARD

EXT'G JOIST

CEILING

AC UNIT

BOLTS

GALVANIZEDRODHANGER

2 HR ENCLOSURE

AC UNIT HANGER DETAIL

2HR MECH. DUCT ENCLOSURE

EXT'G CEILING

(2) LAYERS " F.C. GYPSUM BOARD ON1" T&G CORE BOARD

DUCT

EXT'GWALL

) ) )

N.T.S.

LINTEL REMARKSSYMBOL SIZE

WINDOW SCHEDULE

METAL FRAME: DOUBLE PANEL

GLAZING

U-FACTOR

DOUBLE GLAZED

8'0" X 3'8"

0.30

2

REMARKS

DOOR SCHEDULE

1

SYMBOL

STYLESIZE FRAME/THK. RATING TYPE

2'8" X 6'8"

1 3/4"

WOOD NONE

STORAGE

SGL HINGEDSTANDARD HARDWARE

DOOR MAT.

3'-0" X 6'8'

1 3/4"

METAL MECH. ROOM SGL HINGEDSTANDARD HARDWARE1 1/2 FPSC

2

3

SGL HINGEDSTANDARD HARDWARE

6'0" X 3'8"

2'6" X 1'8"

FIXED GLAZED 0.30

DOUBLE GLAZED

DOUBLE HUNG

0.30

1

DOUBLE HUNG

CELLAR

3SGL HINGEDWOOD

1 3/4"NONE

CLOSET

2'0" X 6'-8" STANDARD HARDWARE

THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND

SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,

DEVIATIONS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR

SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE

WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR,

SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE

WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE

WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALWAYS USE

DIMENSIONS AS SHOWN. DRAWINGS ARE NOT TO BE SCALED.

PROJECT

SEAL & SIGNATURE

DATE:

PROJECT No: 139 STUYVESANT AVE

DRAWING BY:

CHK BY:

TITUS

B. AWOSIKA

DWG No:

CADO FILE No:

J: STUYVESANT AVE

A R C H I T E C T S

C O N S U L T AN T SP L A N N E R S

BANJI AWOSIKA

ARCHITECT P.C.

140-23 Queens Blvd.Jamaica, NY 11435Tel. 1(718) 657 5004Fax. 1(718) 657 2447

B

5 OF 5

No.

REVISION DATE

SHORING AREA & EXCAVATION DETAIL 03.22.101

D.O.B. No:

DETAILS, GAS AND PLUMBING RISERDIAGRAMS, SCHEDULES

DOB HUB APROVAL:

A-005.01

139 STUYVESANT AVENUEBROOKLYN NEW YORK.

12-30-2014

PLAN CHANGES 12-30-2014 01

AutoCAD SHX Text
1