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621 GRAND AVENUE

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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

Page 3: 621 GRAND AVENUE

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

Page 4: 621 GRAND AVENUE

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

Page 5: 621 GRAND AVENUE

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