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

FIRE STOPPING1. CONCEALED SPACES (EXCEPT SHAFTS & SPRINKLER SPACES), WITHIN PARTITIONS, WALLS, FLOORS, ROOFS, STAIRS, FURRING &

PIPE SPACES, THAT WOULD PERMIT THE PASSAGE OF FLAME, SMOKE, FUMES, OR HOT GASES FROM ONE FLOOR TO ANOTHER OR

TO ROOF SPACES, OR FROM ONE CONCEALED AREA TO ANOTHER, SHALL BE FIRE STOPPED, TO FORM AND EFFECTIVE DRAFT

BARRIER OR SHALL BE FILLED WITH NON-COMBUSTABLE MATERIAL AS PER C26-504.7.

2. EXTERIOR CORNERS AND EAVES SHALL BE FIRE STOPPED AT THE ENDS OF PARTY WALLS.

3. ALL SPACES BETWEEN CHIMNEYS AND WOOD JOISTS, BEAMS OR HEADERS SHALL BE FIRE STOPPED AS PER ARTICLE 5.

ASPHALT ROOF SHINGLESALL SLOPED ROOF SHINGLES SHALL BE CLASS-A ASPHALT ROOF SHINGLES OR APPROVED EQUAL. SHINGLES SHALL BE APPLIED

OVER 15# ASPHALT FELT WITH GAF-WEATHER-WATCH ICE AND WATER BARRIER APPLIED AT EAVES, VALLEYS AND FLASHINGS.

ROOFER TO PROVIDE ALL FLASHING NECESSARY FOR A WATERTIGHT, WEATHERPROOF JOB. ROOFING IS TO BE APPLIED IN STRICT

ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. CONTRACTOR SHALL SUPPLY COLOR SAMPLES OF THE SHINGLES FOR

ARCHITECT'S AND/OR OWNER'S APPROVAL, PRIOR TO INSTALLATION.

GYPSUM WALLBOARDGYPSUM WALLBOARD APPLICATION SHALL BE TAPE JOINT SYSTEM. ALL GYPSUM BOARD TO BE 5/8" ON WALLS AND 1/2" ON

CEILING UNLESS OTHERWISE INDICATED. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS AND EDGES SHALL BE TAPED AND

RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH.

METAL CORNER BEADS TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. ALL WALLS AND CEILINGS OF ALL

GARAGES AND MECHANICAL ROOMS TO BE SHEATHED WITH 5/8" TYPE-X FIRECODE SHEETROCK. SHOWER AND TUB ENCLOSURES

TO BE LINED WITH 5/8" WONDERBOARD. ALL OTHER BATHROOMS AND LAUNDRY ROOMS TO HAVE 5/8" WATER RESISTANT

SHEETROCK.

"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 (43 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:

LEGEND

DENOTES FLOOR DRAIN

DENOTES 2 HR RATED PARTITION

CONSTRUCTED OF 2X4 WOOD STUD

@ 16" O.C. WITH 2 LAYERS

5

8

" TYPE "X"

G.W.B. EACH SIDE-TWO HR. RATED

(B.S.A. NO. 171-52-SM).

C.M.& S.D.

DENOTES APPROVED TYPE

SMOKE DETECTOR & CARBON MONOXIDE

DENOTES NON-RATED NON BEARING

PARTITION CONSTRUCTED OF 2"x4" WOOD

STUDS @ 16" O.C. WITH 1 LAYER 5/8" G.W.B

EACH SIDE. IN WET AREAS (BATH, KITCHEN

AND LAUNDRY) USE M.R. G.W.B.

(B.S.A. No. 171-52-SM)

S.D.

DENOTES APPROVED TYPE SMOKE DETECTOR

EXISTING PARTITION TO BE REMOVED

DENOTES 100 CMF EXHAUST FAN

DUCTED TO OUTSIDE.

PROVIDE FUSIBLE-LINK FIRE DAMPER

WHERE EXHAUST DUCTS

PASS THRU RATED CONSTRUCTION

EXISTING PARTITION TO REMAIN

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

EXISTING: ONE FLOOR & CELLAR

PROPOSED DEVELOPMENT:

CONVERT TO COMMUNITY FACILITY-CHURCH

- REPAIR WALLS & PARTITIONS

- INSTALLATION NEW BOILER & 1 HOT WATER HEATER.

- INSTALLATION OF NEW PLUMBING AND FIXTURES

- INSTALLATION NEW DOORS & WINDOWS

SCOPE OF WORK

CONTRACTOR SHALL PROVIDE CONTROLLED INSPECTIONS IN ACCORDANCE

WITH APPLICABLE NYC BUILDING CODE PROVISIONS. WORK SUBJECT TO

CONTROLLED INSPECTIONS SHALL INCLUDE THE FOLLOWING:

SPECIAL INSPECTION

ENERGY CODE PROGRESS INSPECTION

TAB. REFERENCE 1RCNY

PROGRESS INSPECTIONSN

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)

SPECIAL INSPECTION CODE / SECTION

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 SYSTEMSBC 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 109.3.2BC 109.3.3

BC 109.3.5

FIRE-RESISTANCE RATED CONSTRUCTION

BC 109.3.4

X

X

X

X

X

X

CONCRETE - CAST-IN-PLACE BC 1704.4

SMOKE CONTROL SYSTEMSBC 1704.14X

X

X

X

AREA OF WORKSCALE N.T.S.

X

X

X

ZONING: R5MAP #: 31aBLOCK #: 15805LOT #: 25

100.00'

OPEN PORCH

down

BEACH 30th STREET

SCALE 1/16"=1'0"1

SITE PLAN

TAX LOT 25

SE

AG

IR

T A

VE

NU

E

# 202 BEACH 30th STREETBLOCK: 15805

LOT:25ZONE R5

MAP: 31A

95.0

0'

LINE

PARALL

EL W

ITH S

EAG

IRT

BLV

D.

EXISTING

RESIDENTIAL MULTI FAMILY

42' W

IDE

UPT

O F

INAL)

74.9'

32

.9'

15.00'

RAISED

CONC.

OPEN PORCH OPEN PORCH

(HUDSON AVE.) (50' WIDE)

RAMP UP

56.9'

cell steps

5.O8E

BRICKFENCE

90°

90°

chai

n lin

k fe

nce

FINAL

MAP

LINE

- C

ITY

OF

NEW

YO

RK

chai

n lin

k fe

nce

PROPOSEDCOMMUNITY FACILITY - PLACE OF WORSHIP.

C.LK.FC. ±0.1N

74.9'

LOCATION: # 202 B 30 STREET

ZONING DISTRICT: R5

MAP #: 31 A

BLOCK: 15805

LOT: 25

EXISTING 1 BUILDING, 4 UNITS, 1 FLOOR AND CELLAR.

PROPOSED DEVELOPMENT:

CONVERSION TO COMMUNITY FACILITY - (PLACE OF WORSHIP)

NO CHANGE IN BULK OF BUILDING.

-LOT AREA: 100'X95= 9,500 SF , CORNER LOT.

ZR 24-11 -F.A.R.: 2.0

-FLOOR AREA ALLOWED: 9,500X2.0 = 19,000 SF

-EXISTING FLOOR AREA :

-EXISTING CELLAR: (597.12 + 839.88 ) = 1,437.00 SF (NOT INCLUDED)

-EXISTING/PROPOSED FIRST FLOOR.: = 2,464.21 S.F.

2,464.21 S.F. < 19,000 SF O.K.

ZR 24-11 - MAX. LOT COVERAGE: 60% (CORNER LOT)

- REQUIRED L.C. = 60% x 9,500 = 5,700SF

- PROPOSED L.C. = 2,464.21 SF OR

2464.21/9,500 x 100 = 25.93% O.K

ZR 24-34 - FRONT YARDS

- REQUIRED 15' DEPTH.

-EXISTING: 5' & 15' DEPTH. O.K.

ZR 24-36 - REAR YARD

- REQUIRED NONE'

- EXISTING 10.16'

ZR 24-521 - HEIGHT & SETBACK

- REQUIRED : MAX. HEIGHT ABOVE FRONT YARD LINE: 35'

- HEIGHT ABOVE FRONT YARD LINE: 21'

ZR 25-31 - PARKING REQUIREMENT:

REQD. 1 PER 15 PERSONS

NEW/EXIST. AREA OF LARGEST PLACE OF ASSEMBLY: 47' x 31.75'= 1,492.25 SF

RATED CAPACITY: 10 SF / PERSON (BC TABLE 6-2)

1492.21 SF / 10 = 149 PERSONS

REQD. PARKING: 149 / 15 =10 SPACES ( ZR 25-31)

10 SPACES WAIVED

NO PARKING REQD.

NONE PROVIDED.

10.16'

RAISED

CONC.

1

2

3

4

RAMP UP

X

X

74.9'

32

.9' EXISTING 1ST FLOOR

EXISTING: 32.9' x 74.9' = 2,464.21 S.F.

EXIST/PROPOSED FIRST FLOOR:

PROPOSED: =2,464.21 S.F.TOTAL: =2,464.21 S.F.

Two (2) lamp, emergency light battery pack powered, NYC

approved.

12.0'1'-9"

6'-6

"

8'-10"

95.0

0'

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:

DRAWING BY:

CHK BY:

T. AJAYI

B. AWOSIKA

DWG No:

CADO FILE No:

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

OF 6

No.

REVISION DATE

SHORING AREA & EXCAVATION DETAIL 03.22.101

D.O.B. No:

9/30/2014

202 BEACH 30 STREETFARROCKAWAY

QUEENS NY

SITE PLAN, NOTES

PR0POSED 1

EXIST. LIVING ROOM

EXIST KITCHEN

EXIST. LIVING ROOM

EXIST KITCHEN

CL.

CL.

CL.

EXIST. BEDROOM

EXIST. BEDROOM

EXIST. BATH EXIST. BATH

EXIST. BEDROOM

EXIST. BEDROOM

EXIST. LIVING ROOM

EXIST KITCHEN

EXIST. LIVING ROOM

EXIST KITCHEN

CL.

CL.

CL.

EXIST. BEDROOM

EXIST. BEDROOM

EXIST. BATHEXIST. BATH

EXIST. BEDROOM

EXIST. BEDROOM

SCALE 1/4"=1'0"

EXIST. CELLAR PLAN

SCALE 1/4"=1'0"

EXIST. FIRST FLOOR PLAN

CL.

CL.CL. CL.

CL

EXIST. MECH. ROOM

EXISTING STORAGE AREA EXISTING OPEN CELLAR

up

EXIST. CHIMNEY

FAV

CLOSET CLOSET

EXIST. (4)

ELECT

METER

EXIST. (1) GAS METER

W

UNEXCAVATED

EXIST. RAISED

PLATFORMEXIST

PRO

PERTY

LIN

EPR

OPE

RTY

LI

NE

PRO

PERT

LINE

EXISTING 9" THICK FOUNDATION WALL

EXIST. (1) WATER METER

100.00'

190.0

0'

6' HIGH

down

REMOVE EXISTING

PARTITIONS, DOOR,

TOILET, LAVATORY &

SHOWER .TOILET FIXT.

CAP CONNECTION

BELOW FLOOR,

PATCH-UP FLOOR

TO MATCH EXIST.

REMOVE EXISTING

PARTITIONS, DOOR,

TOILET, LAVATORY &

SHOWER .TOILET FIXT.

CAP CONNECTION

BELOW FLOOR,

PATCH-UP FLOOR

TO MATCH EXIST.

REMOVE EXISTING

PARTITIONS, DOOR,

TOILET, LAVATORY &

SHOWER .TOILET FIXT.

CAP CONNECTION

BELOW FLOOR,

PATCH-UP FLOOR

TO MATCH EXIST.

CL

REMOVE

EXIST KITCHEN

APPLIANCES

& SINK

REMOVE EXISTING

PARTITIONS, DOOR,

TOILET, LAVATORY &

SHOWER .TOILET FIXT.

CAP CONNECTION

BELOW FLOOR,

PATCH-UP FLOOR

TO MATCH EXIST.

EXISTING EXTERIOR WALLS

FIRST FLOOR: (74'-10'' X 2) + (32'-11" X 2) += 215.5 LF

WALLS REMOVED= 0 LF

TOTAL EXISTING EXTERIOR WALLS = 215.5 SF

TOTAL WALLS REMOVED = 0 L.F.

PERCENTAGE OF WALLS REMOVED

= 0 < 50.0% OK

I HEREBY CERTIFY THAT LESS THAN 50%

OF EXTERIOR WALLS ARE BEING DEMOLISHED

DEMO OF EXTERIOR WALLS

up

LANDING

up

R=6"

4 Risers @ 8"

3 Treads@11.5"3 Treads@11.5"

4 Risers @ 8"

up up

4 Risers @ 8"

3 Treads@11.5"

3 Treads@11.5"

4 Risers @ 8"

EXISTING

PARTITIONS & DOORS

TO BE REMOVED

(BY USING HAND TOOLS)

2

2

2

2

REMOVE

EXIST WINDOW AND SEAL WITH

BLOCKS

REMOVE

EXIST WINDOW AND SEAL WITH

BLOCKS

DEMOLITION FLOOR PLAN, NOTES

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:

DRAWING BY:

CHK BY:

T. AJAYI

B. AWOSIKA

DWG No:

CADO FILE No:

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

OF 6

No.

REVISION DATE

SHORING AREA & EXCAVATION DETAIL 03.22.101

D.O.B. No:

202 BEACH 30TH STREET FAR ROCKAWAY

QUEENS NY

EXISTING STORAGE AREA

up

EXISTING OPEN CELLAR

NEW MECH. ROOM

up

up

EXIST. CHIMNEY

PRO

PERT

LINE

EXISTING 9" THICK FOUNDATION WALL

dn

EXIST. (4)

ELECT

METER

EXIST. (1) GAS METER

W

UNEXCAVATED

PRO

PERTY

LIN

EPR

OPE

RTY

LI

NE

PRO

PERT

LINE

CONTROLROOM H.C.

TOILETH.C.TOILET

RECEPTION

CHILDREN AREA

OFFICE

OFFICE

4 Risers @ 8"

3 Treads @11.5"

3 Treads @11.5"

4 Risers @ 8"up up

4 Risers @ 8"

3 Treads @11.5" 3 Treads @11.5"

4 Risers @ 8"

ACESSORY USE

NOT TO BE USED FOR LIVING,

SLEEPING,COOKING PURPOSES.

Room Area= 170 SF

Req'd Light(10%)= 17.0 SF

Req'd VA (5%)=7.3 SF

Room Area= 92.30 SF

Req'd Light(10%)= 9.23 SF

Req'd VA (5%)=4.6 SF

Room Area= 92.30 SF

Req'd Light(10%)= 9.23 SF

Req'd VA (5%)=4.6 SF

Room Area= 338.92 SF

Req'd Light(10%)= 33.89 SF

Req'd VA (5%)=16.94 SF

C.M.&S.D.

M.Vent

80 cfm

M.Vent

80 cfm

4

SCALE 1/4"=1'0"

EXIST. AND PROPOSED CELLAR FLOOR PLAN

SCALE 1/4"=1'0"

EXIST. AND PROPOSED FIRST FLOOR PLAN

OCCUPANCY BY MORE THAN 250 PERSONS IS DANGEROUS AND UNLAWFUL

Public Assembly License N0__________ Commissioner,

(where applicable) Dept. of Buildings, City of New

4 W

HE

AL

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PROGRESS INSPECTIONS:PUBLIC ASSEMBLY EMERGENCY LIGHTING CODE/SECTION 28-116.2.2

4

wc

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1

SANCTUARY

12

34

56

1

2

3

4

5

6

116 PERSONSMOVEABLE SEATS

STA

GE

1

2

3

4

5

6

1

2

3

4

5

6

1

2

3

4

5

6

1

2

3

4

5

6

1

2

3

4

5

6

1

2

3

4

5

6

1

2

3

4

5

6

1

2

3

4

5

6

1

2

3

4

5

6

1

2

3

4

5

6

1

2

3

4

5

6

1

2

3

4

5

6

1

2

3

4

5

6

1

2

3

4

5

6

1

2

3

4

5

6

8 R

X 6

P

=

4

8 P

ER

SO

NS

up

4 Risers @ 8"

3 Treads 1.8'

RAISEDCONC.+6"

RAISEDCONC.+6"

EXIST. OPEN PORCH. EXIST. OPEN PORCH.EXIST. OPEN PORCH.

4

slope 1:12

In lieu of providing emergency lighting with battery packs, an emergency generator has

been provided as an additional source of power in the event of an emergency as per

Section 27-542 of the NYC Building Code.

No Place of Assembly shall be located within 250 feet of any occupancy containing

explosive contents.

For all Class 3 Exits, not more than forty percent (40%) of the Exit capacity shall be

discharged into those specifically designated exits as per the NYC Building Code,

Section c27-533(d)

Artificial lighting by eletrical means is provided and will be avaiable at all times.

GENERAL NOTES

4 WHEAL CHAIRS SPACES = 4 PERSONS

1 GENERAL AUDIENCE = 102 PERSONS

0 SEAT ON STAGE = 0 PERSONS

10 MISCELLANEOUS SEATING = 10 PERSONS

TOTAL 116 PERSONS

POSTED CAPACITY:- SIZE 12"W X 16"H (MIN.)

- LETTERING - RED ON WHITE BACKGROUND, ONE INCH HIGH.

- NUMERALS - ONE AND A QUARTER INCH HIGH.

concrete ram with guard rail@ 42" min. HT. A.F.F. Typ.

slope 1:12

2

BRICKFENCE

CHORISTERS

BAND

9 R

X 6

P

=

5

4 P

ER

SO

NS

1 1 1

DO

OR

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AP

AC

IT

Y

54

P

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PR

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AR

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DIS

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S

DOOR EXIT CAPACITY

91 PERSONS

SECONDARY

DISCHARGES

DOOR EXIT CAPACITY

91 PERSONS

SECONDARY

DISCHARGES

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.

2

2

1

2 2 2 2 2 2

1

4

4

5

1

3

2

4

4

5

5

6

6

6

FLOOR PLAN, NOTES, DETAILS

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:

DRAWING BY:

CHK BY:

T. AJAYI

B. AWOSIKA

DWG No:

CADO FILE No:

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

OF 6

No.

REVISION DATE

SHORING AREA & EXCAVATION DETAIL 03.22.101

D.O.B. No:

9/30/2014

257-19 147th DRIVE.

J: 257-19 147TH DRIVE

QUEENS

202 BEACH 30TH STREET FAR ROCKAWAY

QUEENS NY

EXIST & PROPOSED FRONT ELEVATION

SCALE 1/4"=1'0"

EXIST & PROPOSED REAR ELEVATION

SCALE 1/4"=1'0"

PROPOSED LEFT SIDE ELEVATION

SCALE 1/4"=1'0"

EXIST & PROPOSED RIGHT SIDE ELEVATION

NEW GUARD RAILING (BEYOND)

@ 42" MIN. HT. A.F.F. TYP.

NEW STUCCO FINISH TYP.

NEW STUCCO FINISH TYP.

NEW STUCCO FINISH TYP.

EXIST CELLAR FLOOR

EXIST. GRADE LEVEL

EXIST 1st FL. LEVEL

PROP. FRONT WALL HT.

PROP. ROOF LEVEL

EXIST. GRADE LEVEL

EXIST 1st FL. LEVEL

PROP. FRONT WALL HT.

PROP. ROOF LEVEL

SCALE 1/4"=1'0"

EXIST. GRADE LEVEL

EXIST 1st FL. LEVEL

PROP. FRONT WALL HT.

PROP. ROOF LEVEL

BRICK FINISH TYP.

NEW STUCCO FINISH TYP.

BRICK FINISH TYP.

BRICK FINISH TYP.

BRICK FINISH TYP.

ELEVATIONS, NOTES

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:

DRAWING BY:

CHK BY:

T. AJAYI

B. AWOSIKA

DWG No:

CADO FILE No:

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

OF 6

No.

REVISION DATE

SHORING AREA & EXCAVATION DETAIL 03.22.101

D.O.B. No: J: 257-19 147TH DRIVE

QUEENS

202 BEACH 30TH STREET FAR ROCKAWAY

QUEENS NY

EXIST. CELLAR

NEW CONGREGATIONAL HALL

SECTION A-A

unexcavated

EXIST 2 x 10 WD. RAFTERS TYP

CLASS 'C' ROOF W/ 3/4" CDX PLYWOOD SHEATING,

15# SELF TABBING ASPHALT STRIP SHINGLES OVER

30# BUILDING PAPER (TYP.)

NEW ASPHALT SHINGLES TYP

NEW (1) HR FIRE RETED CEILING W/ (1) LAYER OF 5/8" TYPE 'X' G.W.B.

OVER WOOD FURRING STRIPS @ 16" O.C. (TYP)

NEW 2 x 8 WD. JOIST @ 16" 0.C

DENOTES EXTERIOR WALL CONSTRUCTED OF BRICKS

NEW 2 x 10 WD. RAFTERS TYP

CLASS 'C' ROOF W/ 3/4" CDX PLYWOOD, 15# SELF TABBING

ASPHALT STRIP SHINGLES OVER 30# BUILDING PAPER (TYP.)

H.C.TOILET

H.C.TOILET

H.C.TOILET OFFICE

SCALE 1/4"=1'0"

SECTION B-B

NEW MECHANICHAL ROOMEXISTING CELLAR

NEW CONGREGATIONAL HALL

REMOVED & REPLACE EXISTING (1) HR FIRE RATED CEILING W/

(1) LAYER OF 5/8" TYPE 'X' G.W.B. OVER WD. FURRING STRIPS @ 16" O.C.

EXISTING WOOD JOIST FLOOR TO REMAIN

NEW FIN. FLOOR

NEW 3/4 PLYWOOD SUB-FLOOR

SCALE 3/16"=1'0"3

EXIST. PROPOSED ROOF PLAN

REMOVED & REPLACE EXISTING FIBERGLASS INSUL.(R 19)

REMOVED & REPLACE EXISTING (1) HR FIRE RATED CEILING W/

(1) LAYER OF 5/8" TYPE 'X' G.W.B. OVER WD. FURRING STRIPS @ 16" O.C.

15# SELF TABBING ASPHALT STRIP

SHINGLES OVER 30# BUILDING

PAPERCLASS "A" ROOF OVER

3/4" CDX PLYWOOD SHEATING (TYP.)

NYC-MEA-120-79-M

2"x10" RAFTERS

@16" O.C. (TYP.)

2"x1

0" R

AF

TE

RS

@1

6" O

.C

. (T

YP

.)

2"x1

0" R

AF

TE

RS

@1

6" O

.C

. (T

YP

.)

2"x1

0" R

AF

TE

RS

@1

6" O

.C

. (T

YP

.)

2"x1

0" R

AF

TE

RS

@1

6" O

.C

. (T

YP

.)

SLO

PE

SLO

PE

EXIST. FOUNDATION 9" THICK WALL

concrete ram with guard rail@ 42" min. HT. A.F.F. Typ.

SCALE 3/16"=1'0"

SECTIONS, DETAILS

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:

DRAWING BY:

CHK BY:

T. AJAYI

B. AWOSIKA

DWG No:

CADO FILE No:

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

OF 6

No.

REVISION DATE

SHORING AREA & EXCAVATION DETAIL 03.22.101

D.O.B. No:

202 BEACH 30TH STREET FAR ROCKAWAY

QUEENS NY