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
VEN
UE
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
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
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
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
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
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