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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
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.
MECHANICAL VENTILATION 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.
GENERAL 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. 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.
ELECTRICAL 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.
MECHANICAL & PLUMBING NOTES:
1. EACH DWELLING UNIT SHALL BE EQUIPPED WITH 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.
2. NO DEVICE SHALL BE DEEMED TO BE IN COMPLIANCE WITH BUILDING
DEPARTMENT REQUIREMENTS UNLESS IT IS OF WITHER THE IONIZATION
CHAMBER OR PHOTOELECTRIC TYPE, SUCH DEVICE SHALL BE IN COMPLIANCE
WITH THE REQUIREMENTS OF REFERENCE STANDARD RS 17-1.
3. SMOKE DETECTOR SHALL BE LOCATED WITHIN 15'0' OF BEDROOM DOORS.
BUILDING DEPARTMENT NOTES:1. ALL NEW CONSTRUCTION SHALL ADHERE TO THE NEW YORK STATE ENERGY
CONSERVATION GUIDELINES.
2. ALL CONSTRUCTION WORK SHALL BE CONFINED TO THE AREAS SHOWN ON
PLANS AND SHALL NOT BLOCK ANY MEANS OF EGRESS.
3. CONSTRUCTION WORK SHALL TAKE PLACE BETWEEN TO THE HOURS OF 8:00
A.M. AND 5:00 P.M.
SMOKE DETECTION NOTES:
Table 3-4 CONCTRUCTION CLASS IID
EXTERIOR WALL BETWEEN 3' OR
LESS - BEARING 2HR
-NON BEARING 2HR
BETWEEN 3' AND 15'-BEARING 1HR
-NON BEARING 1HR
BETWEEN 15' AND 30' 1HR
-NON BEARING 1HR
30' OR MORE'-BEARING 1 HR
-NON BEARING 0 HR
INTERIOR BEARING PARTITION 1 HR
ENCLOSURE OF VERTICAL EXITS 2 HR
FLOOR CONSTRUCTION 1HR
ROOF CONSTRUCTION
3
4
HR
CONTRACTOR SHALL PROVIDE CONTROLLED INSPECTIONS IN ACCORDANCE
WITH APPLICABLE NYC BUILDING CODE PROVISIONS. WORK SUBJECT TO
CONTROLLED INSPECTIONS SHALL INCLUDE THE FOLLOWING:
SPECIAL INSPECTION
"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."
TR3 & TR2 EXEMPTIONS
The work meets the exemption criteria of Buildings Bulletin
2009-026, item IV, and i herby elect to waive the requirement
of concrete testing and of the TR2 form and/or TR3 form.
* The total structural concrete specified for the project is
less than 50 cubic yards (38 m³);
* The structural design of the concrete is based on a
specified compressive strength, fc, no greater than
2,500 pounds per square inch (psi) (17.2 MPa) ,
regardless of the compressive strength specified in the
construction documents or used in the construction; and
* The concrete to be placed is specified to have a
compressive strength of at least 4,000 psi (28 MPa)
NOTE:A-001 ZONING ANALYSIS, SITE PLAN, GENERAL NOTES
A-004 ELEVATIONS, SECTIONS
DRAWING LIST
DEMOLITION FLOOR PLAN, NOTE
RISER DIAGRAMS, DETAILS
EXISTING: 3 STORY BRICK DWELLING
PROPOSED DEVELOPMENT:
INTERIOR ALTERATION.
SCOPE OF WORK
ENERGY CODE PROGRESS INSPECTION
TAB. REFERENCE 1RCNY
PROGRESS INSPECTIONSY N
PROTECTION OF FOUNDATION INSULATION (IA1), (IIA1)
INSULATION PLACEMENT AND R VALUES(IA2), (IIA2)
FENESTRATION THERMAL VALUES AND RATINGS (IA3), (IIA3)
FENESTRATION RATINGS FOR AIR LEAKAGE (IA4), (IIA4)
FENESTRATION AREAS (IA5), (IIA5)
AIR SEALING AND INSULATION - VISUAL (IA6), (IIA6)
AIR SEALING AND INSULATION - TESTING (IA7)
PROJECTION FACTORS (IIA7)
LOADING DECK WEATHER SEALS (IIA8)
VESTIBULES (IIA9)
FIREPLACES (IB1), (IIB1)
DAMPERS INTEGRAL TO BUILDING ENVELOPE (IB2), (IIB2)
HVAC AND SERVICE WATER HEATING EQUIPMENT (IB3), (IIB3)
HVAC AND SERVICE WATER HEATING SYSTEM CONTROLS (IB4), (IIB4)
DUCT PLENUM AND PIPING INSULATION AND SEALING (IB5), (IIB5)
DUCT LEAKAGE TESTING (IB6), (IIB6)
ELECTRICAL METERING (IC1), (IIC1)
LIGHTING IN DWELLING UNITS (IC2), (IIC2)
INTERIOR LIGHTING POWER (IIC3)
EXTERIOR LIGHTING POWER (IIC4)
LIGHTING CONTROLS (IIC5)
EXIT SIGNS (IIC6)
TANDEM WIRING (IIC7)
ELECTRICAL MOTORS (IIC8)
TENANCE INFORMATION
PERMANENT CERTIFICATE
(ID1), (IID1)
(ID2)
X
X
X
X
X
NOTE:TO THE BEST OF MY KNOWLEDGE , BELIEF AND PROFESSIONAL JUDGMENT,THESE PLANS AND
SPECIFICATIONS ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION
CODE OF NEW YORK STATE, USING CHAPTER - CHAPTER IV
X
X
X
SPECIAL INSPECTION CODE / SECTION
FINAL INSPECTION. DIRECTIVE 14
SOILS - SITE PREPARATION
BC 1704.7.1
SOILS - INVESTIGATIONS (BORINGS/TEST PITS)
TR4 BC 1704.7.4
PILE FOUNDATIONS & DRILLED
PIER INSTALLATION
TR5 BC 1704.8
MECHANICAL SYSTEMS
BC 1704.15
STRUCTURAL SAFETY - STRUCTURAL STABILITY
BC 1704.19
SOIL PERCOLATION TEST - DRYWELL
BC 1704.20.1
SITE STORM DRAINAGE DISPOSAL
AND DETENTION SYSTEM INSTALLATION
BC 1704.20
HEATING SYSTEMS
BC 1704.23
FIRESTOP, DRAFTSTOP, AND FIREBLOCK SYSTEMS
BC 1704.25
PROGRESS INSPECTION ITEMS CODE / SECTION
FRAME INSPECTION
ENERGY CODE COMPLIANCE INSPECTIONS
BC 109.3.2
BC 109.3.3
BC 109.3.5
FIRE-RESISTANCE RATED CONSTRUCTION
BC 109.3.4
X
X
X
X
X
X
X
CONCRETE - CAST-IN-PLACE BC 1704.4
SMOKE CONTROL SYSTEMS
BC 1704.14X
PR
0S
PE
CT
S
TR
EE
T
(40
' WID
E)
GRAND AVENUE
PROPOSED
3
STORY
2 FAMILY DWELLING
BRICK HOUSE
EXISTING
3
STORY
BRICK
ZONING COMPUTATION
BLOCK: 1155LOT: 5ZONE:MAP #
LEGEND
DENOTES MIN 50cfm EXHAUST FAN DUCTED TO OUT DOORS
PROVIDE FUSIBLE-LINK FIRE DAMPER WHERE EXHAUST DUCTS
PASS THRU RATED CONSTRUCTION
DENOTES MARBLE SADDLE
DENOTES APPROVED TYPE SMOKE DETECTOR & CARBON MONOXIDE
C.M.&S.D
2
DENOTES NON-RATED NON BEARING PARTITION
CONSTRUCTED OF 3
5
8
20 GA.MTL. STUDS @
16" O.C., WITH 1 LAYER 5/8" G.W.B ON BOTH SIDES.
(SEE SHEET A002-00)
2 HR FIRE RATED WALL CONSTRUCTED OF: ON THE EXTERIOR -
AL. SIDING FINISH, ONE LAYER
5
8
",WATER - RESISTANT GYPSUM WALLBOARD APPLIED
TO WET SIDE OF 3
5
8
" WOOD STUDS 16" O.C. WITH 1" TYPE S DRYWALL SCREWS 12" O.C.
OPPOSITE SIDE, TWO LAYERS FOR EACH SIDE
5
8
" GYPSUM WALLBOARD INSTALLED
VERTICALLY. USE INSULATION CAVITY R13.
5
4
DENOTES 1 HR RATED PARTITION CONSTRUCTED OF 2"x4" WOOD STUDS
@ 16" O.C. WITH 1 LAYER 5/8" TYPE 'x' G.W.B EACH SIDE,
EX. IN.
7
6
DENOTES 2 HR RATED PARTITION CONSTRUCTED OF 3
5
8
" METAL STUDS @ 16"
O.C. WITH 2 LAYERS 5/8" TYPE 'x' G.W.B EACH SIDE-(GA FILE NO. WP 4135 &
B.S.A. No. 171-52-SM). STC RATING 50 MIN. (SEE SHEET A002-00)
DENOTES FLOOR DRAIN
DENOTES AREA DRAIN
3
NON FIRE RATED WALL CONSTRUCTED OF: ONE LAYER
5
8
",WATER - RESISTANT GYPSUM
WALLBOARDAPPLIED TO WET SIDE OF 3
5
8
" WOOD STUDS 16" O.C.
EX.
EX.
IN.
IN.
1a
DENOTES 12" THICK CONCRETE FOUNDATION WALL
(3500 PSI MIN.) (SEE SHEET A002-00)
1b
DENOTES FURRED OUT FUTING & 12" THICK CONCRETE FOUNDATION WALL
(3500 PSI MIN.) INTERIOR FINISH WITH 1
5
8
" MTL STUDS @ 16" O.C. WITH ONE
LAYER
5
8
" G.W.B OVER & 1
1
2
" BATT INSULATION R13 THROUGH-OUT STUD CAVITY.
(SEE SHEET A002-00)
EX. IN.
2 HR RATED 8" LOAD BEARING CMU FINISH LOT LINE WALL (2 HR F.P.)
AND 1 1/2" MTL FURRING @ 16" O.C.W / 1
1
2
" RIGID INSULATION CAVITY R13 IN
BETWEEN AND
1
2
" GYP. BD. INTERIOR SIDE. REINFORCED WITH #4 BARS @ 24"
O.C. VERTICALLY. MEA# 1-74-M. (SEE SHEET A002-00)
COMPACT FLUORESCENT LIGHTS.
16'
55
'
PARRALL
EL W
ITH G
REE
N A
VEN
UE
16'
55
'
CONCRETE YARD
HIGH 8' BLOCK RET. WALL
(40' WIDE)
PARRALL
EL W
ITH G
REE
N A
VEN
UE
P A
R
T
Y
P A
R
T
Y
W A
L
L
W A
L
L
#621
EXISTINGSTORE @ FIRST
EXISTING
3
STORY
BRICK
#623 1 2
#619
0'-0
3
4
" W
0'-0
1
2
"W
EXIST'G FENCE RT
WALL 0'-4
1
2
" NE
PARALLEL WITH GRAND AVENUE
SCALE 3/16"=1'0"
SITE PLAN
FENCE 4'-2"EFENCE 3'-61/2"E
ASPHALT PAVED PARKING AREA
HIGH YARD
47
'-10
3/4
"
1
NO.
ARCHITECTS
DATE
PROJECT MANAGERS
ISSUE
REVISIONS
CLIENT
PROJECT
SITE PLAN
SEAL & SIGNATURE
DATE:
PROJECT No.
DRAWN BY:
CHK BY:
DWG No.
Z-001.00
CADD FILE No. 2 of 5
AA/0913
AKEEB
TITLE
156-09 ROCKAWAY BLVD, SPRINGFIELD GRDS, NY 11434PHONE: 718 712 1600, 718 712 2098, FAX 718 712 5402
SURESH SHAH
61 GRAND AVENUE
TITUS
UP TO
2ND FLR
BATH
M.VENT
100 CFM
UP TO
3RD FLR
BATH
M.VENT
100 CFM
DN TO
1ST FLR
BATH
M.VENT
100 CFM
REF
LIVING
MASTER BEDROOM.
BEDROOM
NEW BEDROOM.
BEDROOM.
DN TO
2RD FLR
DN TO
CELLAR
LIVING
REF
KITCHEN
SCALE 1/4"=1'0"
EXIST'G AND PROP. CELLAR PLAN
SCALE 1/4"=1'0"
EXIST'G AND PROP. 1ST FLR. PLANSCALE 1/4"=1'0"
EXIST'G AND PROP. 2ND FLR. PLANSCALE 1/4"=1'0"
EXIST'G AND PROP. 3RD FLR. PLAN
WALK IN
CLOSET
WALK IN
CLOSET
WALK IN
CLOSET
WALK IN
CLOSET
EXIST. (2) ELECT. METER
Room Area= 163.5 SF
Req'd Light(10%)= 16.3 SF
Req'd VA (5%)=8.25 SF
Area Of Opening=20.0 SF
Room Area= 169 SF
Req'd Light(10%)= 16.9 SF
Req'd VA (5%)=8.45 SF
Area Of Opening=20.0 SF
Room Area= 180.6 SF
Req'd Light(10%)= 18.6 SF
Req'd VA (5%)=9.3 SF
Area Of Opening=20.0 SF
Room Area= 184.8 SF
Req'd Light(10%)= 18.4 SF
Req'd VA (5%)=9.2 SF
Area Of Opening=25.0 SF
ALL WINDOWS TO HAVE THERMAL BREAK
LINTELSYMBOL SIZE REMARKS
3-2'-0"X4'0"
W/ALUMINUM FRAME
PAINTED BLACK MATE
TYPE
DOUBLE GLAZED
DOUBLE HUNG
2-2'-6"X4'-0"
DOUBLE GLAZED
DOUBLE HUNG
2-2'-0"X4'-0"
4
1
2
3
SADDLE
METAL:
MAX. HGT: 1/2"
INTERIOR DOOR
METAL:
MAX. HGT: 1/2"
METAL:
MAX. HGT: 1/2"
H.C. ACCESIBLE,
LATCH TYPE DOOR
HANDLE, MIN. 5 SF GLAZING
FPSC 1 1/2 HR.
RATED
HOLLOW METAL
DOOR
OPEN CELLAR
ISLAND
18", 30" & 18"
base cabinets.
KITCHEN
ISLAND
18", 30" & 18"
base cabinets.
C.M. & S.D.
C.M. & S.D.
C.M. & S.D.
C.M. & S.D.
C.M. & S.D.
C.M. & S.D.
C.M. & S.D.
C.M. & S.D.
C.M. & S.D.
1
2
3
4
2
4
5
4
5
5
3
4
4
4
5
4
5
4
5
5
5 MARBLE
2'2 X 6'8"
METAL:
MAX. HGT: 1/2"
INTERIOR DOOR
PANEL WOOD
DOOR
HOLLOW METAL
DOOR
H.C. ACCESIBLE,
LATCH TYPE DOOR
HANDLE, MIN. 5 SF GLAZING
6
6
CL.
CL.
NEW
NEWNEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
A
FD
62'2 X 6'8"
METAL:
MAX. HGT: 1/2"
DOUBLE GLAZED
DOUBLE HUNG
W/ALUMINUM FRAME
PAINTED BLACK MATE
W/ALUMINUM FRAME
PAINTED BLACK MATE
(2)DOUBLE HUNG
DOUBLE HUNG
DOUBLE HUNG
A A A
BB
BB
B
B B
B
6T
@
10.0
7R
@
13.7
6T
@
9.50
7R
@
8.00
Room Area= 180.6 SF
Req'd Light(10%)= 18.6 SF
Req'd VA (5%)=9.3 SF
Area Of Opening=20.0 SF
Room Area= 95 SF
Req'd Light(10%)= 9.5 SF
Req'd VA (5%)=4.7 SF
Area Of Opening=25.0 SF
Room Area= 95 SF
Req'd Light(10%)= 9.5 SF
Req'd VA (5%)=4.7 SF
Area Of Opening=25.0 SF
Room Area= 184.8 SF
Req'd Light(10%)= 18.4 SF
Req'd VA (5%)=9.2 SF
Area Of Opening=20.0 SF
EX
IS
TIN
G P
AR
TY
W
AL
L
EX
IS
TIN
G P
AR
TY
W
AL
L
EX
IS
TIN
G P
AR
TY
W
AL
L
EX
IS
TIN
G B
RIC
K P
AR
TY
W
AL
L
EX
IS
TIN
G P
AR
TY
W
AL
L
EX
IS
TIN
G P
AR
TY
W
AL
L
EX
IS
TIN
G P
AR
TY
B
RIC
K W
AL
L
EX
IS
TIN
G P
AR
TY
W
AL
L
EXIST. (2) GAS METER
11T
@
10.0"
12R
@
8.0"
11T
@
10.0"
12R
@
8.0"
11T
@
10"
12R
@
8"
11T
@
10"
12R
@
8"
11T
@
10"
12R
@
8"
NEW
INTERIOR FINISH
(2) 5/8" GYPSUM BD TYPE ''X'' 2 X 4 WD STUDS
(2) 5/8" GYPSUM BD TYPE ''X''
INTERIOR WALL DETAIL ( 2-HR RATED)
(2) 5/8" GYPSUM BD TYPE ''X''
2'-0"x 4'-0" sky light
WALL ASSEMBLY
5/8" GYPSUM BDINTERIOR FINISH
2 X 4 WD STUDS @ 16" O.C.
5/8" GYPSUM BDINTERIOR FINISH
INTERIOR WALL DETAIL ( NON RATED)
@ 16" O.C. 5/8" GYPSUM BD TYPE ''X'' 2 X 4 WD STUDS
INTERIOR WALL DETAIL ( 1-HR RATED)INTERIOR FINISH5/8" GYPSUM BD TYPE ''X''
INTERIOR FINISH @ 16" O.C.
INTERIOR FINISH
1
INTERIOR FINISH 2 X 4 WD STUDS @ 16" O.C.
CEILING SEPARATION (1-HR RATED)
PROVIDE 12 X 12 FLOOR JOIST
AT END OF FLOOR JOISTS
WC
UL: U-425
5/8" GYPSUM BD TYPE ''X''INTERIOR FINISH
UL: U-425
UL: U-425
7
UL: U-425
7
7
3
WINDOW SCHEDULE
DOOR SCHEDULE
1a
1b
6
7
1b 1b
33
3
3
3
3
3
3
A-002
EX
IS
T'G
S
TE
EL D
OO
R
1
2
3
4
5
6
7
89
10
11
12
2
7
89
10
11
12
UP TO
2ND FLR
DN TO
1ST FLR
A-002 A-002 A-002
A-002
A-002 A-002
A-002
A-002 A-002
A-002 A-002
NO.
ARCHITECTS
DATE
PROJECT MANAGERS
ISSUE
REVISIONS
CLIENT
PROJECT
FLOOR PLANS
SEAL & SIGNATURE
DATE:
PROJECT No.
DRAWN BY:
CHK BY:
DWG No.
A-001.00
CADD FILE No. 3 of 5
AA/0913
AKEEB
TITLE
156-09 ROCKAWAY BLVD, SPRINGFIELD GRDS, NY 11434PHONE: 718 712 1600, 718 712 2098, FAX 718 712 5402
SURESH SHAH
61 GRAND AVENUE
TITUS
EXISTING 3/4" PLYWOOD
SUB FLOOR
3/4" PLYWOOD
SUB FLOOR
EXISTING CELLAR
PROPOSED 1st FLOOR
PROPOSED 3rd FLOOR
NEW FLOOR FINISH TO
ARCHITECTS SPECIFICATION
FINISH FLOOR BY OWNER
EXISTING 4" CONC. SLAB
INFILL CAVITY BETWEEN
JOIST WITH CEMENT
NEW 5/8 TYPE-X GYP BOARD
FINISH OVER STUDS
-1HR RATED
FILL CAVITY
BETWEEN JOIST
PROVIDE R38 BATT INSULATION
BETWEEN FLOOR JOIST-TYP
NEW 5/8 TYPE-X GYP BOARD
FINISH
UNDER STUDS-1HR RATED
FILL CAVITY
BETWEEN JOIST
COURSE OF SOLID CONCRETE
BLOCK UNDER JOIST BEARING
NEW BUILT UP ROOFING (GAF
PLY 4 ROOFING FELT M.E.A. #
50-70-M
4" STONE COPING
EXISTING PARAPET WALL
10" EXISTING PARTY WALL.
1" MIN. FURRING CHANNEL
EXIST'G 5/8 TYPE-X GYP
BOARD FINISH
UNDER STUDS-1HR RATED
CONC. FOOTING
EXIST'G 2"X 12" WOOD JOIST @ 12" 0.C
2"X 12" WOOD JOIST @ 12" 0.C
2 HR RATED PARTITION
CL
EXIST'G 2"X 12" WOOD JOIST
@ 12" 0.C
PROPOSED 2nd FLOOR
POPOSED 3rd FLOOR
PROPOSED 2nd FLOOR
PROPOSED 1st FLOOR
EXIST'G CELLAR
EXIST'G 2"X 12" WOOD JOIST @ 12" 0.C
EXIST'G 2"X 12" WOOD JOIST @ 12" 0.C
EXISTING 3/4" PLYWOOD
SUB FLOOR
NEW FLOOR FINISH TO
ARCHITECTS SPECIFICATION
PROVIDE NEW R19 BATT
INSULATION
BETWEEN FLOOR JOIST-TYP
CLOSET
WALK IN
PROVIDE NEW R19 BATT
INSULATION
BETWEEN FLOOR JOIST-TYP
PROVIDE NEW R19 BATT
INSULATION
BETWEEN FLOOR JOIST-TYP
PROVIDE NEW R19 BATT
INSULATION
BETWEEN FLOOR JOIST-TYP
SCALE 1/4"=1'0"
FRONT ELEVATION SIDE ELEVATION
SCALE 1/4"=1'0"
SECTION A-ASCALE 1/4"=1'0"
SECTION B-B
REAR ELEVATION
B
UILD
IN
G H
EIG
HT
EXISTING 2nd FL. LEVEL
EXIST'G 1st FL. LEVEL
EXIST'G ROOF LEVEL
EXISTING BASE PLANE
EXIST'G 3rd FL. LEVEL
PROVIDE NEW R19 BATT
INSULATION
BETWEEN FLOOR JOIST-TYP
B
UILD
IN
G H
EIG
HT
EXISTING 2nd FL. LEVEL
EXIST'G 1st FL. LEVEL
EXIST'G ROOF LEVEL
EXIST'G BASE PLANE
EXIST'G 3rd FL. LEVEL
EXIST'G CELLAR
EXISTING 2nd FL. LEVEL
EXIST'G 1st FL. LEVEL
EXIST'G ROOF LEVEL
EXIST'G BASE PLANE
EXIST'G 3rd FL. LEVEL
EXIST'G CELLAR
25'-9"
B
UILD
IN
G H
EIG
HT
EXISTING 2nd FL. LEVEL
EXIST'G 1st FL. LEVEL
EXIST'G ROOF LEVEL
EXISTING BASE PLANE
EXIST'G 3rd FL. LEVEL
CELLAR
CELLAR
SCALE 1/4"=1'0" SCALE 1/4"=1'0"
25'-9"
1
2
12
3
BEDROOM
BEDROOM
EXISTING 3/4" PLYWOOD
SUB FLOOR
NEW FLOOR FINISH TO
ARCHITECTS SPECIFICATION
PROVIDE R38 BATT INSULATION
BETWEEN FLOOR JOIST-TYP
NEW 5/8 TYPE-X GYP BOARD
FINISH
UNDER STUDS-1HR RATED
HALL WAY
EXIST'G 2"X 12" WOOD JOIST
@ 12" 0.C
EXIST'G 2"X 12" WOOD JOIST
@ 12" 0.C
MASTER BEDROOM.
NEW
NEWNEW
NEW
WALL
FINISH
FINISH
WALLBRICK
BRICK WALLFINISH
BRICK WALL
BRICK FINISH
WALL
WALLBRICK
BRICK
FINISH
FINISH
2
STUCCO WALL FINISH
STUCCO WALL FINISH
BRICK WALLFINISH
WALLBRICK FINISH
STUCCO WALL FINISH
C
L
HAND RAIL H = 2'-10"
WOOD TREAD
WOOD RISER
BEDROOM
CLOSET
CLOSET
WALK IN
NEW
NO.
ARCHITECTS
DATE
PROJECT MANAGERS
ISSUE
REVISIONS
CLIENT
PROJECT
SECTIONS AND ELEVATIONS
SEAL & SIGNATURE
DATE:
PROJECT No.
DRAWN BY:
CHK BY:
DWG No.
A-002.00
CADD FILE No. 4 of 5
AA/0913
AKEEB
TITLE
156-09 ROCKAWAY BLVD, SPRINGFIELD GRDS, NY 11434PHONE: 718 712 1600, 718 712 2098, FAX 718 712 5402
SURESH SHAH
61 GRAND AVENUE
TITUS
STEEL STAIR DETAIL
N.T.S.
2ND FLOOR
CONCRETE-FILLED
STEEL PAN LANDING
FINISH
FLOOR
CLIP ANGLE AT EACH
STRINGER
1 1/4" X 1 1/4" X 1/8" STEEL
ANGLE SUPPORTS
CLIP ANGLE WELDEDTO STRINGER
1/2" GYPSUM BOARD
7/8" FURRING
3/4" CROSS FURRING
TUBE STEEL
HEADER
WOOD STAIR DETAIL
N.T.S.
1 HOUR CEILING/SOFFIT ASSEMBLY (
AS PER NYCBC SEC. 27.375 (i)(e). ONE
LAYER OF 5/8" F.C. 'X' GYP. BD. ON
RC-1 CHANNELS W/ 3" THERMAFIBER
INSULATION
WALL SRINGER
CARRIAGE CUT FOR RISER & TREADS
CONNECTING BRACKET AS REQ'D
BUILT UP WOOD BEAM ( SEE PLAN )
RISER - SEE PLAN
WOOD TREAD
WOOD RISER
HAND RAIL H = 2'-10"
PARAPET & PARAPET RAILING DETAIL
N.T.S
CAST STONE COPING
8"
MIN.
CANT STRIP
MET. TIES
ROOFING
LCC FLASHING
4" BRICK
BR. ABV.
FLASHING
5/8" F.C. GYP. BD.
6" CMU
TAPERED INSULATION
8"
MIN.
CANT STRIP
MET. TIES
ROOFING
LCC FLASHING
4" BRICK
BR. ABV.
FLASHING
5/8" F.C. GYP. BD.
6" CMU
@12" O.C.
W 2 x 12
TAPERED INSULATION
@12" O.C.
W 2 x 12
4'
3'
NOTE
Glazing may be clear, tinted transparent, or white translucent.
SKYLIGHT DETAIL
N.T.S.
TYP. DETAIL @ JOIST PARALLEL TO WALL
N.T.S
1
1
4
" WIDE x
1
4
" THICK STL.
STRAP WALL ANCHOR
SPIKED TO MIN. 4 JOIST
@ 6'-0" O/C
5/8" GWB ON RESILIENT
1 HR RATED FURRING
CHANNELS (TYPE "X")
8" APP'RD LOAD BEARING
CONCRETE BLOCK
1
1
2
" FIBER GL. BATT
INSULATION R-11
5/8" GWB ON 1 1/2 M.STUDS @ 16" O/C
2"X12" WD JOIST
4" FACE BRICK
ADJUSTIBLE METAL
WALL TIES @ 16" o/c
VERT. AND HORIZ.
Guidelines
1. Width of stair:
a.Dwelling stairs: minimum 36 in. treads.
b.Public exit stairs: minimum 44 in. treads.
c.Rescue assistance area (ADA): 48 in. between handrails.
2. Treads:
a.Dwellings: 9 in. minimum (nosing to nosing).
b.Other (ADA): 11 in. minimum (nosing to nosing).
c.Uniform width within one flight.
3. Risers:
a.Dwellings: 8 1/4 in. maximum.
b.Other (ADA): minimum 4 in., maximum 7 in.
c.Uniform height within one flight.
4. Nosing: maximum 1 1/2 in. with 60 degrees under nosing; maximum 1/2 in.
radius at edge.
5. Stair rails:
a.Height in dwellings: 36 in.
b.Height in exit stairs: 42 in.
c.Rails should be arranged so that a sphere 4 in. in diameter cannot be passed
through.
d.Rails should be arranged to discourage climbing.
e.Concentrated load nonconcurrently applied at the top rail shall be 200 lb per ft
in vertical downward and horizontal direction. The test loads are applicable
for railings with supports not more than 8 ft apart.
6. Handrails:
a.Dwellings: on one side only, required.
b.Other (ADA): required on both sides.
c.Height: 34 to 38 in.
d.Grip surface: 1 1/4 to 1 1/2 in.
e.Clearance at wall: 1 1/2 in.
f.Projecting or recessed.
g.Extension at top of run: 12 in.
h.Extension at bottom of run: 12 in. plus width of tread.
i.When a guardrail more than 38 in. high is used, a separate handrail should be
installed (ASTM).
j.Nothing should interrupt the continuous sliding of hands.
7. Regulators and standards: building codes, ADA, ASTM, ANSI, NFPA, and OSHA.
ROOF
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
C.0.
4"
4"
4"
4"
4"
2"
2" 2"4"
2" 2"4"
2" 2"4"
2"
2"
2"
1 1/2"
1 1/2"
2"
2"
2"
2"
2"
2"
3"
2"
SINK
NTS
PLUMBING RISER DIAGRAM
W.C
ROOF
2RD FLOOR
4"
NTS
GAS RISER DIAGRAM
INCOMING GAS SIZED AS PER UTILITY COMPANY REQUIREMENTS
CELLAR
GASBOILER
GASBOILER
H.W.H. H.W.H.
3/4" 3/4" 3/4" 3/4"
2 GAS METERS
3/4"
3/4"
RANGE
RANGE
1ST FLOOR
3RD FLOOR
NTS
NO.
ARCHITECTS
DATE
PROJECT MANAGERS
ISSUE
REVISIONS
CLIENT
PROJECT
RISERS AND DETAILS
SEAL & SIGNATURE
DATE:
PROJECT No.
DRAWN BY:
CHK BY:
DWG No.
A-003.00
CADD FILE No. 5 of 5
AA/0913
AKEEB
TITLE
156-09 ROCKAWAY BLVD, SPRINGFIELD GRDS, NY 11434PHONE: 718 712 1600, 718 712 2098, FAX 718 712 5402
SURESH SHAH
61 GRAND AVENUE
TITUS