N 20° 11' 00" E 94.85'

S 69

° 49'

00"

E 1

02.6

7'

N 76

° 05'

00"

W 9

5.33

'

N 20° 11' 00" E 48.00'N 20° 11' 00" E 46.85'

F.Y.S.Y.

F.Y.

S.Y.

R.Y.

PROPOSED2 FAMILYFRAME DWELLING3 STORIES

PROPOSED2 FAMILYFRAME DWELLING3 STORIES

S 25° 32' 00" W 48.21'

CORTLAND STREET(50.0' R.O.W)

BAYA

RD S

TREE

T(5

0.0'

R.O

.W)

SITE PLANSCALE: 1:10

LOT : 1BLOCK # 9302

No. 64

No. 62

UP

OVER

HUNG

OVER

HUNG

OVERHUNGUP

OVERHUNG

25.0' 5.0'

5.0' 25.0' 16.0'2.0'

2.0'

R.Y.

25.4

'

55.0

'

55.0

'

17.1

'

LOT A:4,008.33 SQ.FT. LOT B:

4,820.18 SQ.FT.

F.Y.

17.2

'

2.0'

2.0'

6.9'S.Y.

DEPRESSED CURB

CONCRETEDRIVEWAY AND

APRON

CONC

RETE

DR

IVEW

AY A

ND A

PRON

DEPR

ESSE

D CU

RB

16.0'10.0' 10.6'

48.2'

HVAC

CON

DENS

EROV

ER 4

" CON

C. P

AD

HVAC CONDENSEROVER 4" CONC. PAD

CONC

RETE

WAL

KWAY

CONC

RETE

WAL

KWAY

CONC

RETE

WAL

KWAY

CONCRETE WALKWAY

GRASS GRASS

GRASS

GRASS

28.4

'20

.0'

54.3

'

OVER

HUNG

OVER

HUNG

2.0'

2.0'

22.0

'

CONCRETE WALKWAY

No. 62

S 69

° 49'

00"

E 9

8.17

'

N 69

° 49'

00"

W 9

8.17

'

EXIS

TING

CHA

IN L

INK

FENC

E

EXIS

TING

CHA

IN L

INK

FENC

E

PROP

OSED

6 F

OOT

VINY

L FE

NCE

PROP

OSED

4 F

OOT

VINY

L FE

NCE

PROP

OSED

4 F

OOT

VINY

L FE

NCE

EXISTING CMU WALL

PROP

OSED

4 F

OOT

VINY

L FE

NCE

PROP

OSED

4 F

OOT

OPEN

VIN

YL F

ENCE

PROPOSED 4 FOOT OPEN VINYL FENCE

S 25° 32' 00" W 36.6'S 25° 32' 00" W 84.81'

THIS DOCUMENT IS THE EXCLUSIVE PROPERTYOF PALERMO|EDWARDS ARCHITECTURE. THEDOCUMENT AND THE INFORMATION IT CONTAINSMAY NOT BE REPRODUCED OR USED FOR OTHERTHAN THE SPECIFIC PROJECT FOR WHICH ITWAS PREPARED WITHOUT THE EXPLICITCONSENT OF PALERMO|EDWARDSARCHITECTURE.

SEAL:

AI015932JENNIFER L. PALERMO, RA

jpalermo@palermoedwards.com

600 Mountain RdKinnelon, NJ 07405

201.532.4453.tel

ArchitecturePalermo|Edwards

973.909.7753.fax

CONSULTANTS:

FOR:

SUBMISSIONS:

CHKD BY:DRAWN BY:

PROJECT NO:

M.V.J.C.

20064

REVISIONS:# REVISION DESCRIPTION DATE

SHEET LABEL

SHEET TITLE:

SHEET No.

DATE: 09.09.20

OF 6

62-64 CORTLANDSTREET,BELLEVILLE,NJ

Lot : 01Block: 9302

PROPOSED TWO NEW TWOFAMILY DWELLING.

MILTON BERMEJO

1T-100

NOTES:

ALL WORK SHALL CONFORM TO CITY STANDARDS.

THE FINAL DETERMINATION BY THE DEPARTMENT OF ENGINEERING OF THE CITY.NEW CURBS AND SIDEWALKS SHALL BE CONSTRUCTED AT ALL PROPERTY FRONTAGES WITH

ADDRESS ORDINANCE.ADDRESSES SHALL BE DISPLAYED SO AS IN CONFORMANCE WITH THE CITY'S 911 LOCATABLE

3. ALL LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROX. AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR.

COMMENCEMENTS OF CONSTRUCTION BY THE CONTRACTOR.2. ALL UTILITY COMPANIES ARE TO BE NOTIFIED FOR MARK UP PRIOR TO THE

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND NOTIFICATION REQUIRED FOR ALL CONSTRUCTION PRIOR TO THE START OF ANY WORK.

GENERAL NOTES:

ADDRESS: BLOCK: 9302

LOT: 1

ZONING: R-B

LAST LEGAL USE : TWO FAMILY DWELLING.

62-64 CORTLAND STREET

PROVIDED : 2

LOT AREA: 4,008.33 SQ. FT.

PARKING SPACES

2,691.18 SQ.F

LOT B

LANDSCAPE

TOTAL

LOT #

4,820.18 SQ.F

REQUIRED : 2

782.0 SQ.FCIRCULATION

1,347.0 SQ.FGROUND FLOOR AREA

APPLICABLE CODES

62-64 CORTLAND STREET, BELLEVILLE, NJ LOT: 1BLOCK: 9302

PROPOSED TWO NEW TWO FAMILY DWELLING.

40 20 60DEAD LOAD

DESIGN LOADS

LBS./S.F. LIVE LOAD TOTAL

4060

152040

25ATTIC

FIRST FLOORSECOND FLOOR

451530ROOF

2018 IECC Energy Subcode2017 National Electrical Code2018 International Residential Code-N.J. - Latest Version

2018 International Mechanical Code2018 International Fuel Gas Code

2018 National Standard Plumbing Code

PAGE LABELT-100

DRAWINGS INDEXDESCRIPTION

BUILDING DATA / KEY MAPS / SITE PLAN

PAGE #1 OF 6

3 OF 6

A-110 ARCHITECTURAL ELEVATIONS 4 OF 6

5 OF 6

2 OF 6

U.C.C. Uniform Construction Code - Latest Version

A-100 ARCHITECTURAL FLOOR PLANS

MIN. LOT WIDTH (FEET)

TWO FAMILY

35.0'

ZONE: R-B LOT A

REQUIRED

MIN. SIDE YARDMIN. REAR YARD

5.0'MIN. FRONT YARD 20.0'

PROVIDED NOTES

MIN. LOT AREA (SQ. FT.) 3,500.0 S.F.

GENERAL BULK & DESIGN STANDARDS

20.0'

OK

MAX. LOT COVERAGE 75%

TWO FAMILY

FLOOD HAZARD DETERMINATION

USE GROUP R-5

CONSTRUCTION TYPE 5-B

NUMBER OF STORIES

39.0'

FIRST FLOOR AREASECOND FLOOR AREA

TOTAL AREAVOLUME

HEIGTH OF STRUCTURE

3

N.J.U.C.C 2018

THIRD FLOOR AREA

THIS PROPERTY IS LOCATED ON FLOODHAZARD ZONE X: AREAS DETERMINED TO BEOUTSIDE THE 0.2 % CHANCE FLOOD PLAN

The flood map for the selected area is number34013C0116G, effective on 04/03/2020.

R-5

5-B

39.0'

4,203.0 SQ. FT.42,030.0 CU. FT.

3

1,428.0 SQ. FT.

1,347.0 SQ. FT.

1,428.0 SQ. FT.

LOT: BLOT: A

2,064.33 SQ.F

LOT A

4,008.33 SQ. F

597.0 SQ.F

1,347.0 SQ.F

1000 2000 3000 4000 50000

GRAPHIC SCALE

KEY MAP 3000 FEETZONING MAP REDEVELOPMENT ZONE

3000.0'

PROPOSED USE : TWO NEW TWO FAMILY DWELLING.

PROJECT DESCRIPTION : PROPOSED SUBDIVISION OF AN EXISTING 8,828.51.00 SQ. FT. LOT INTO 2 LOTS 4,008.33 SQ.FT. & 4,820.18 SQ.FT. AND CONSTRUCTION OF A TWO NEW TWO FAMILY DWELLING.

LOT AREA: 4,820.18 SQ. FT.

MIN. LOT DEPTH (FEET) 100.0'

MAX. BUILDING HEIGHT 3 STORIES /40.0'MIN. OPEN SPACE 25%

36.6'

6.9' & 5.0'17.1'

4,008.33 S.F.

22.0'

48%

95.33'

3 STORIES /39.0'

52%

A-210 ARCHITECTURAL ELEVATIONS

A-200 ARCHITECTURAL FLOOR PLANS

OK

OK

NON-CONFORMING (EXIST. CONDITION)

OK

OK

OK

OK

OK

MIN. LOT WIDTH (FEET)

TWO FAMILY

35.0'

ZONE: R-B LOT B

REQUIRED

MIN. SIDE YARDMIN. REAR YARD

5.0'MIN. FRONT YARD 20.0'

PROVIDED NOTES

MIN. LOT AREA (SQ. FT.) 3,500.0 S.F.

GENERAL BULK & DESIGN STANDARDS

20.0'

OK

MAX. LOT COVERAGE 75%

TWO FAMILY

MIN. LOT DEPTH (FEET) 100.0'

MAX. BUILDING HEIGHT 3 STORIES /40.0'MIN. OPEN SPACE 25%

48.0'

5.0'17.2' & 16.0' (CORNER LOT)

4,820.18 S.F.

25.4'

44%

98.17'

3 STORIES /39.0'

56%

OK

OK

NON-CONFORMING

OK

OK

OK

OK

OK

4,203.0 SQ. FT.42,030.0 CU. FT.

1,428.0 SQ. FT.

1,347.0 SQ. FT.

1,428.0 SQ. FT.

NON-CONFORMING NON-CONFORMING

6 OF 6

S-100 DRAINAGE PLAN/ CALCULATIONS

CORTLAND STREET(50.0' R.O.W)

BAYA

RD S

TREE

T(5

0.0'

R.O

.W)

SCALE: 1:10

LOT : 1BLOCK # 9302

No. 64

No. 62

DRAINAGE PLAN

GRASS

GRASS

GRASS

GRASS

4" Ø

PVC

ROO

F DR

AIN

@ 2

%

4" Ø

PVC

ROO

F DR

AIN

@ 2

%

4" Ø

PVC

ROO

F DR

AIN

@ 2

%

4" Ø

PVC

ROO

F DR

AIN

@ 2

%

INV.RIM.

GRAVEL PIT1' Ø

SEEPAGE PIT6'-6"Ø x 6'-3"

4"Ø PVC TO SEEPAGE PIT

CLEA

NOUT

CLEA

NOUT

4" Ø

PVC

OVE

RFLO

W

OVERFLOW

INV.RIM.

GRAVEL PIT1' Ø

SEEPAGE PIT6'-6"Ø x 6'-3"

4"Ø PVC TO SEEPAGE PIT

CLEA

NOUT

CLEA

NOUT

4" Ø

PVC

OVE

RFLO

W

OVERFLOW

GAS METER ANDSERVICE LINE (TYP)

ELECTRIC (TYP)

CLEA

NOUT

CLEA

NOUT

CLEA

NOUT

CLEA

NOUT

STANDARD SANITARY CLEANOUTN.T.S.

STANDARD SANITARY SERVICE - LATERAL DETAILN.T.S.

SECTION A-A

TEE SADDLE WYE SADDLE

CONNECTION TO PVC, CLAY OR DUCTILE IRON SEWERN.T.S.

ROOF DRAIN WITH CLEANOUT DETAILN.T.S.

6'-6"

4" 4"

1'-0" 1'-0"

7"5'

-8"

1'-0

"1'

-0"

10'-3

"

2'-0"

ADJUST TO GRADE WITH BRICK ASREQUIRED , ALL JOINTS TO BE GROUTEDAND BRICK WORK TO BE PLASTEREDWITH 1/2" THK. CEMENT OVEREXTERNAL GROUT.

6' SEEPAGE PIT WITH RESIDENTIAL TRAFFIC TOP PEERLESS CONCRETE PROD. LID

OR APPROVED EQUAL.

CLEAN CRUSHED STONE 12" THK.

MIRAFI 140N FILTER FABRIC ORAPPROVED EQUAL.

SEEPAGE PIT W/ RESIDENTIAL TRAFFIC TOP DETAILN.T.S.

2'-0

"M

IN.

6'-3

"

HEAVY DUTY FRAME AND SQUARE GRATEMODEL 22432 AS MANUFACTUREDBY GENERAL FOUNDRY INC OR APPROVED EQUAL.GRADE

6'-6"

4" 4"

1'-0" 1'-0"

7"5'

-8"

CAMBELL CASTING PATTERN1104 B OR EQUAL

1'-0

"1'

-0"

10'-3

"

2'-0"

LIGHT DUTY FRAME AND SQUARE GRATEMODEL 3183 AS MANUFACTUREDBY CAMPBELL FOUNDRY OR APPROVED EQUAL.

ADJUST TO GRADE WITH BRICK ASREQUIRED , ALL JOINTS TO BE GROUTEDAND BRICK WORK TO BE PLASTEREDWITH 1/2" THK. CEMENT OVEREXTERNAL GROUT.

6' SEEPAGE PIT WITH RESIDENTIAL TRAFFIC TOP PEERLESS CONCRETE PROD. LID

OR APPROVED EQUAL.

CLEAN CRUSHED STONE 12" THK.

MIRAFI 140N FILTER FABRIC ORAPPROVED EQUAL.

SEEPAGE PIT W/ RESIDENTIAL TRAFFIC TOP DETAILN.T.S.

2'-0

"M

IN.

6'-3

"

THIS DOCUMENT IS THE EXCLUSIVE PROPERTYOF PALERMO|EDWARDS ARCHITECTURE. THEDOCUMENT AND THE INFORMATION IT CONTAINSMAY NOT BE REPRODUCED OR USED FOR OTHERTHAN THE SPECIFIC PROJECT FOR WHICH ITWAS PREPARED WITHOUT THE EXPLICITCONSENT OF PALERMO|EDWARDSARCHITECTURE.

SEAL:

AI015932JENNIFER L. PALERMO, RA

jpalermo@palermoedwards.com

600 Mountain RdKinnelon, NJ 07405

201.532.4453.tel

ArchitecturePalermo|Edwards

973.909.7753.fax

CONSULTANTS:

FOR:

SUBMISSIONS:

CHKD BY:DRAWN BY:

PROJECT NO:

M.V.J.C.

20064

REVISIONS:# REVISION DESCRIPTION DATE

SHEET LABEL

SHEET TITLE:

SHEET No.

DATE: 09.09.20

OF 6

62-64 CORTLANDSTREET,BELLEVILLE,NJ

Lot : 01Block: 9302

PROPOSED TWO NEW TWOFAMILY DWELLING.

MILTON BERMEJO

2S-100

NOTE:

ONE AND TWO-FAMILY DWELLINGS (USE GROUP R-5) PROVIDEDWITH A SEPARATE/INDEPENDENT MEANS OF EGRESS DO NOTREQUIRE AN AUTOMATIC FIRE SUPPRESSION SYSTEM (SPRINKLERSYSTEM) AS PER IRC-2018.

UTILITY NOTES (AS APPLICABLE):

1. NEW SERVICE INSTALLATION REQUIRES EXISTING SERVICES TO BETERMINATED PER DEPARTMENT GUIDELINES. THE CONTRACTORIS RESPONSIBLE TO COORDINATE WITH THE DEPARTMENT OFWATER AND SEWER UTILITIES TO OBTAIN PERMITS ANDSCHEDULE OF THE DISCONTINUANCE OF WATER AND SEWERSERVICE. EXISTING SEWER SERVICE SHOULD BE CAPPED AT THECURB AND EXISTING WATER SERVICE SHOULD BE TERMINATEDAT THE MAIN PRIOR TO THE INSTALLATION OF ANY NEW UTILITIES.COORDINATION WITH THE DEPARTMENT'S INSPECTOR TOCONFIRM DOCUMENTATION OF THE ACTUAL DISCONTINUANCE OFSERVICE IS REQUIRED.

2. WATER AND SEWER UTILITIES NEED TO BE METERED WHERE THEUTILITIES ENTER THE BUILDING.

3. REQUIRED MINIMUM HORIZONTAL AND VERTICAL CLEARANCESFOR WATER AND SEWER UTILITIES, AND COVER REQUIREMENTSARE TO BE MAINTAINED.

4. A HYDRAULIC FLOW TEST (HFT) NEEDS TO BE PERFORMED TOENSURE THAT THE WATER SERVICE AND PRESSURE (PSI)PROVIDED FOR THIS PROJECT IS SUFFICIENT FOR DOMESTICWATER SUPPLY AND FIRE PROTECTION (IF REQUIRED) PERDEPARTMENT STANDARDS.

5. DOMESTIC AND FIRE SERVICES MUST BE METERED SEPARATELY.FIRE SERVICE LINES MUST HAVE A BACKFLOW PREVENTER (RPZ)AND MUST BE VERIFIED BY THE WATER AND SEWER DEPARTMENTAND INSPECTED BY THE FIRE DEPARTMENT. AN ACCEPTABLEMINIMUM OF 4" DIP CLASS 52 WATER LINES CAN BE USED FORFIRE LINES.

6. OVERLAND FLOW OF STORMWATER RUNOFF OVER SIDEWALKSAND DRIVEWAYS IS NOT PERMITTED.

7. IF ANY STORMWATER RUNOFF DRAINAGE PROBLEMS OCCUR ONTHE PROPERTY AND/OR NEIGHBORING PROPERTIES, IT WILL BETHE APPLICANT'S RESPONSIBILITY TO REMEDY THE DRAINAGEISSUE.

8. THE STORMWATER COLLECTION SYSTEM SHALL BE MAINTAINEDBY THE PROPERTY OWNER REGULARLY TO ENSURE THAT THEFACILITY OPERATES AT DESIGN CAPACITY.

9. AN ANALYSIS OF THE SOIL SURROUNDING THE PROPOSEDSTORMWATER COLLECTION SYSTEM NEEDS TO BE PERFORMEDTO CONFIRM THAT EXISTING SOILS CAN SUPPORT THE PROPOSEDSYSTEM. A COPY OF THE ANALYSIS SHALL BE FORWARDED TOTHE DEPARTMENT OF WATER AND SEWER UTILITIES. SHOULDEXISTING SOILS BE UNSUITABLE, OR ROCK IS ENCOUNTERED, ANALTERNATE METHOD WILL BE DESIGNED AND SUBMITTED FORREVIEW.

10. ALL WATER AND SANITARY SEWER STRUCTURES/ FACILITIESMUST CONFORM TO THE TOWNSHIP OF BELLEVILLE STANDARD.

11. TAPPING VALVES FOR FIRE SERVICE SHALL MEET TOWNSHIP OFBELLEVILLE STANDARD, OPENING IN A CLOCKWISE DIRECTIONAND HAVE A PRESSURE OF 200 PSI.

0.00 10.00 20.00 30.000

0.05

0.10

0.15

0.20

0.099

PEAK

FL

OW (

CFS

)

0.25

0.30.

0.263

0.35

0.40

0.45

0.50

64 CORTLAND STREET.

62 CORTLAND STREET.

0.00 10.00 20.00 30.000

0.05

0.10

0.15

0.20

0.120

PEAK

FL

OW (

CFS

)

0.25

0.30. 0.301

0.35

0.40

0.45

0.50

WATER RETENTION SYSTEMSTORAGE VOLUME CALCULATION:

SEEPAGE PIT SPECS.

SEEPAGE PIT

GRAVEL

H1

W. GRAVEL

R 1

6'-3" HIGH X 6'-6" DIAM. SEEPAGE PIT.PEERLESS 1,000 GALLONS / 130.0 CU.FT.

WATER RETENTION SYSTEMSTORAGE VOLUME CALCULATION:

SEEPAGE PIT SPECS.

SEEPAGE PIT

GRAVELH

1

W. GRAVEL

R 1

6'-3" HIGH X 6'-6" DIAM. SEEPAGE PIT.PEERLESS 1,000 GALLONS / 130.0 CU.FT.

30" V

ANIT

Y

W.I.C.5'-0" X 8'-0"

AREA: 40.0 S.F.

N

2'-4"

x 6'-

8"N

2'-6" x 6'-8"

N

2'-6" x 6'-8"

N

2'-6"

x 6'-

8"

N2'-8"

x 6'-

8"

30" VANITY

N

2'-4" x 6'-8"

HALL

WAY

CL.

CL.

N

N

L/CL.

13'-9" X 12'-6" BEDROOM

10'-0" X 12'-0"AREA: 120.0 S.F.

BEDROOM

10'-0" X 10'-0"AREA: 100.0 S.F.

BEDROOM

10'-0"

25'-0"

13'-9"

NN

NN

N

N

N

36" R

EFRI

DG.

30" MW/HOOD

15" 15"

S

D.W.

24"

36"

33"

N

12'-6

"

57'-0

"

8'-0

"5'

-0"

12'-0

"13

'-2"

12'-0

"

57'-0

"

2'-0

"2'

-0"

10'-0

"

6'-6" X 8'-0"AREA: 52.0 S.F.

BATH

8'-6" X 5'-0"AREA: 42.5 S.F.

BATH

N2'-8" x 6

'-8"

N

PORCH

UPUP

UP

1'-9"

1 1

6" STEP

5'-0"

6" STEP

3'-10" 3'-10"

UNIT 2 UNIT 1

1'-9"

CL.

N

N N N

N

N

18'-1" X 17'-0"AREA: 290.5 S.F.

LIVING ROOM

18'-1"23'-2

"

FIRST FLOOR PLANSCALE: 1/4"= 1'-0"GROSS AREA: 1,428.0 S.F.NET AREA: 1,275.0 S.F.

3'-10"

27'-0"

N

2'-4" x 6'-8"PANTRY

DN

3'-10"

21'-11"

GARBAGE

22'-10" X 16'-4"AREA: 372.9 S.F.

RECREATION ROOM

N2'-6" x 6

'-8"

55'-0

"

36'-6

"

25'-0"

15'-4"

16'-4

"

22'-10"

25'-0"

16'-4

"

55'-0

"

6'-4

"7'

-0"

8'-0

"3'

-2"

23'-8" X 24'-0"AREA: 568.0 S.F.

GARAGE

7'-8"

BASEMENT FLOOR PLANSCALE: 1/4"= 1'-0"GROSS AREA: 1,347.0 S.F.NET AREA: 1,165.0 S.F.

UP

N

FD

HVAC93% HIGH

EFFICENCY

MECH. RM.W.H.

W.H.

30" VANITY

6'-6

"

UP

STACK. W/D

FD

N

N

N

SHOWER

N

2'-4" x 6'-8"

N2'-8" x 6

'-8"

N

N

N2'-8" x 6'-8"

N2'-8" x 6

'-8"

L/CL.

N

5'-0" X 6'-6"AREA: 33.0 S.F.

BATH

5'-0" X 6'-4"AREA: 32.2 S.F.

LAUNDRY

N

2'-6" x 6'-8"

N

2'-6"

x 6'-

8"

N2'-8"

x 6'-

8"

HALL

WAY

CL.

CL.

N

N

10'-0" X 12'-0"AREA: 120.0 S.F.

BEDROOM

10'-0" X 10'-0"AREA: 100.0 S.F.

BEDROOM

10'-0"

25'-0"

13'-9"

NN

NN

N

N

36" R

EFRI

DG.

30" MW/HOOD

15" 15"

36"

S

12'-6

"

57'-0

"

5'-0

"12

'-0"

2'-0

"

8'-0

"

12'-0

"10

'-0"

2'-0

"

57'-0

"

N

SECOND FLOOR PLANSCALE: 1/4"= 1'-0"GROSS AREA: 1,428.0 S.F.NET AREA: 1,275.0 S.F.

8'-1"

27'-0"

3'-10"

N

N

KITCHEN10-0" X 12'-5"

AREA: 124.0 S.F.

15'-10" X 17'-0"AREA: 258.0 S.F.

LIVING ROOM

DNCL.N

PANT

RY

N

3'-6"

10'-4" X 10'-10"AREA: 120.0 S.F.

DINING ROOM

N

15'-10"10'-4"

2'-6

" N

N NN

30"

30"

ISLA

ND

24"

30" VANITY

N

2'-4" x 6'-8"

L/CL.

8'-6" X 5'-0"AREA: 42.5 S.F.

BATH

30" V

ANIT

Y

W.I.C.5'-0" X 8'-0"

AREA: 40.0 S.F.

N

2'-4"

x 6'-

8"N

2'-6" x 6'-8"

6'-6" X 8'-0"AREA: 52.0 S.F.

BATH

AREA: 170.0 S.F.13'-9" X 12'-6" BEDROOM

AREA: 170.0 S.F.

30"

30"

ISLA

ND

24"

30" 30"

D.W.

24"

33"

1'-5" 12'-0" 1'-5" 1'-7"

N

2'-6" x 6'-8"

N

2'-6" x 6'-8"

2'-0" x 6'-8"2'-0"

x 6'-8

"

2'-0"

x 6'-8

"2'-0" x 6'-8"

2'-0" x 6'-8"2'-0"

x 6'-8

"

2'-0"

x 6'-8

"2'-0" x 6'-8"

KITCHEN10-0" X 12'-5"

AREA: 124.0 S.F.

1'-5" 12'-0" 1'-5" 1'-7"

1'-5

"1'

-7"

13'-2

"1'

-5"

1'-7

"

S

23'-2

"2'

-11"

1'-7

"

2'-1

1"1'

-7"

ACCESS TOATTIC WITHPULL DOWN

LADDER

WALL LEGEND:

NEW BLOCK WALL

NEW BRICK WALL

NEW FRAME WALL

NEW 1 HR FIRE RATED WALL

THIS DOCUMENT IS THE EXCLUSIVE PROPERTYOF PALERMO|EDWARDS ARCHITECTURE. THEDOCUMENT AND THE INFORMATION IT CONTAINSMAY NOT BE REPRODUCED OR USED FOR OTHERTHAN THE SPECIFIC PROJECT FOR WHICH ITWAS PREPARED WITHOUT THE EXPLICITCONSENT OF PALERMO|EDWARDSARCHITECTURE.

SEAL:

AI015932JENNIFER L. PALERMO, RA

jpalermo@palermoedwards.com

600 Mountain RdKinnelon, NJ 07405

201.532.4453.tel

ArchitecturePalermo|Edwards

973.909.7753.fax

CONSULTANTS:

FOR:

SUBMISSIONS:

CHKD BY:DRAWN BY:

PROJECT NO:

M.V.J.C.

20064

REVISIONS:# REVISION DESCRIPTION DATE

SHEET LABEL

SHEET TITLE:

SHEET No.

DATE: 09.09.20

OF 6

62-64 CORTLANDSTREET,BELLEVILLE,NJ

Lot : 01Block: 9302

PROPOSED TWO NEW TWOFAMILY DWELLING.

MILTON BERMEJO

TO UNDERSIDE OF STAIR.

NOTE:PROVIDE 2 PLY 5/8"TYPE "X" GYP BOARD

MECH. NOTE:

HOT WATER HEATERS& HVAC UNITS TOBE 93% HIGH EFFICIENCY APPLIANCESW/ 3" DIA. MIN. PVC EXHAUST &FRESH AIR INTAKE PIPE (SEEMANUF. SPEC. FOR INSTALLATION.

TEMPERED GLASS WINDOW NOTE:WINDOW WITHIN 60 INCHESMEASURED HORIZONTALLY FROMWATER EDGE MUST BE TEMPERED2018 IRC OF NJ SEC R308.4.5.

EGRESS WINDOW NOTES:- EGRESS WINDOWS MUST MEET OR EXCEED THE FOLLOWING DIMENSIONS:

5.7 SQ. FT. CLEAR OPENABLE AREA20" CLEAR OPENABLE WIDTH24" CLEAR OPENABLE HEIGHT.

- EACH BEDROOM MUST HAVE AT LEAST ONE EGRESS WINDOW.- WINDOW SILLS TO BE A MINIMUM OF 2'-0" A.F.F. & MAX. 44" A.F.F.- SILLS LOWER THAN 2'-0" REQUIRE TEMPERED GLASS.

3A-100

FLOOR PLANS FOR LOT A

10'-2

"8'

-0"

1'-0

"8'

-0"

1'-0

"8'

-8"

39'-0

"TO

TAL

HEIG

HT O

F ST

RUCT

URE

10"

1'-0

"

FINISH FLOOR1ST. FLOOR FI

RST

FLOO

R SE

COND

FLO

OR

ATTI

C GA

RAGE

FLR

. LVL

.11

3

222

2222

1012

1012

FRONT ELEVATIONSCALE: 1/4"= 1'-0"

GRADE

1012

2

1012

2

2

2

2

22

2 2 2

2 2

1012

1012

22

22

1012

1012

RIGHT ELEVATIONSCALE: 1/4"= 1'-0"

10'-2

"8'

-0"

1'-0

"8'

-0"

1'-0

"8'

-0"

39'-0

"TO

TAL

HEIG

HT O

F ST

RUCT

URE

10"

1'-0

"

FINISH FLOOR1ST. FLOORFI

RST

FLOO

R SE

COND

FLO

OR

ATTI

C GR

OUND

FLO

OR

N

N

LEFT ELEVATIONSCALE: 1/4"= 1'-0"

812

812

612

N

N

N

N

EN

C

TTELEPHONE SERVICE

CABLE SERVICE

ELECT. METERS

GAS METER

1'-0

"10

'-2"

8'-0

"1'

-0"

8'-0

"1'

-0"

8'-8

"

39'-0

"

10"

1'-0

"

TOTA

L HE

IGHT

OF

STRU

CTUR

E

FIRS

T FL

OOR

SECO

ND F

LOOR

AT

TIC

GARA

GE F

LR. L

VL.

4"

N

1012

REAR ELEVATIONSCALE: 1/4"= 1'-0"

1012

FINISH FLOORGROUND LVL

N

NN

10'-2

"8'

-0"

1'-0

"8'

-0"

1'-0

"8'

-0"

39'-0

"TO

TAL

HEIG

HT O

F ST

RUCT

URE

10"

1'-0

"

FINISH FLOOR1ST. FLOOR FI

RST

FLOO

R SE

COND

FLO

OR

ATTI

C GR

OUND

FLO

OR

12

GRADE

1'-0

"

FINISH FLOORGROUND LVL

FINISH FLOOR1ST. FLOOR

FINISH FLOORGROUND LVL

4"

ASPHALT SHINGLES

ALUM. GUTTER

CULTURED STONE

WROUGHT IRON RAILING

HARDIE PLANK SIDING

VINYL SIDING

FIBER CEMENTEXTERIOR FINISH OR EQUIV.

INSTALL AS PER MANUFACTURER SPECS.

ALUMINUM LEADER

HARDIE PLANK SIDING

METAL ROOF

METAL ROOF

ALUM. GUTTER

CULTURED STONE

VINYL SIDING

ALUMINUM LEADER

ASPHALT SHINGLES

STUCCO FINISH

FIBER CEMENTEXTERIOR FINISH OR EQUIV.

INSTALL AS PER MANUFACTURER SPECS.

HARDIE PLANK SIDING

EXTERIOR LT. FIXTURES

THIS DOCUMENT IS THE EXCLUSIVE PROPERTYOF PALERMO|EDWARDS ARCHITECTURE. THEDOCUMENT AND THE INFORMATION IT CONTAINSMAY NOT BE REPRODUCED OR USED FOR OTHERTHAN THE SPECIFIC PROJECT FOR WHICH ITWAS PREPARED WITHOUT THE EXPLICITCONSENT OF PALERMO|EDWARDSARCHITECTURE.

SEAL:

AI015932JENNIFER L. PALERMO, RA

jpalermo@palermoedwards.com

600 Mountain RdKinnelon, NJ 07405

201.532.4453.tel

ArchitecturePalermo|Edwards

973.909.7753.fax

CONSULTANTS:

FOR:

SUBMISSIONS:

CHKD BY:DRAWN BY:

PROJECT NO:

M.V.J.C.

20064

REVISIONS:# REVISION DESCRIPTION DATE

SHEET LABEL

SHEET TITLE:

SHEET No.

DATE: 09.09.20

OF 6

62-64 CORTLANDSTREET,BELLEVILLE,NJ

Lot : 01Block: 9302

PROPOSED TWO NEW TWOFAMILY DWELLING.

MILTON BERMEJO

4A-110

ELEVATIONS FOR LOT A

14'-6" X 28'-10"AREA: 401.0 S.F.

RECREATION ROOM

30" V

ANIT

Y

W.I.C.5'-0" X 8'-0"

AREA: 40.0 S.F.

N

2'-4"

x 6'-

8"N

2'-6" x 6'-8"

N

2'-6" x 6'-8"

N

2'-6"

x 6'-

8"

N2'-8"

x 6'-

8"

30" VANITY

N

2'-4" x 6'-8"

HALL

WAY

CL.

CL.

N

N

L/CL.

13'-9" X 12'-6" BEDROOM

10'-0" X 12'-0"AREA: 120.0 S.F.

BEDROOM

10'-0" X 10'-0"AREA: 100.0 S.F.

BEDROOM

10'-0"

25'-0"

13'-9"

NN

NN

N

N

N

36" R

EFRI

DG.

30" MW/HOOD

15" 15"

S

D.W.

24"

36"

N

12'-0

"

57'-0

"

2'-0

"2'

-0"

10'-0

"

6'-6" X 8'-0"AREA: 52.0 S.F.

BATH

8'-6" X 5'-0"AREA: 42.5 S.F.

BATH

N2'-8" x 6

'-8"

N

PORCH

UPUP

UP

1 1

6" STEP 6" STEP

3'-10" 3'-10"

UNIT 2 UNIT 1

CL.

N

N N N

N

N

18'-1" X 17'-0"AREA: 290.5 S.F.

LIVING ROOM

18'-1"23'-2

"

FIRST FLOOR PLANSCALE: 1/4"= 1'-0"GROSS AREA: 1,428.0 S.F.NET AREA: 1,275.0 S.F.

N

2'-4" x 6'-8"PANTRY

DN

21'-11"

N

2'-6" x 6'-8"

N

2'-6"

x 6'-

8"

N2'-8"

x 6'-

8"

HALL

WAY

CL.

CL.

N

N

10'-0" X 12'-0"AREA: 120.0 S.F.

BEDROOM

10'-0" X 10'-0"AREA: 100.0 S.F.

BEDROOM

10'-0"

25'-0"

13'-9"

NN

NN

N

N

36" R

EFRI

DG.

30" MW/HOOD

15" 15"

36"

S

2'-0

"12

'-0"

10'-0

"2'

-0"

57'-0

"

23'-2

"

N

SECOND FLOOR PLANSCALE: 1/4"= 1'-0"GROSS AREA: 1,428.0 S.F.NET AREA: 1,275.0 S.F.

3'-10"

N

N

KITCHEN10-0" X 12'-5"

AREA: 124.0 S.F.

15'-10" X 17'-0"AREA: 258.0 S.F.

LIVING ROOM

2'-1

1"

DNCL.N

PANT

RY

ACCESS TOATTIC WITHPULL DOWN

LADDER

N

3'-6"

10'-4" X 10'-10"AREA: 120.0 S.F.

DINING ROOM

N

15'-10"10'-4"

N

N NN

30" VANITY

N

2'-4" x 6'-8"

L/CL.

8'-6" X 5'-0"AREA: 42.5 S.F.

BATH

30" V

ANIT

Y

W.I.C.5'-0" X 8'-0"

AREA: 40.0 S.F.

N

2'-4"

x 6'-

8"N

2'-6" x 6'-8"

6'-6" X 8'-0"AREA: 52.0 S.F.

BATH

AREA: 170.0 S.F.13'-9" X 12'-6" BEDROOM

AREA: 170.0 S.F.

30"30"

PENINSULA

30" 30"

D.W.

24"

24"

N

2'-6" x 6'-8"

N

2'-6" x 6'-8"

2'-0" x 6'-8"2'-0"

x 6'-8

"

2'-0"

x 6'-8

"2'-0" x 6'-8"

2'-0" x 6'-8"2'-0"

x 6'-8

"

2'-0"

x 6'-8

"2'-0" x 6'-8"

30"30"30"

PENINSULA

24"

30"

KITCHEN10-0" X 12'-5"

AREA: 124.0 S.F.

GARBAGE N2'-6" x 6

'-8"

55'-0

"

28'-1

0"

25'-0"

14'-6"

24'-0

"

23'-8"

25'-0"

24'-0

"

55'-0

"

6'-0

"4'

-10"

8'-0

"3'

-2"

7'-8"

BASEMENT FLOOR PLANSCALE: 1/4"= 1'-0"

UP

MECH. CL.

W.H.

UP

STACK. W/D

FD

N2'-8" x 6

'-8"

6'-0" X 6'-0"AREA: 36.0 S.F.

LAUNDRY

2'-6

"

12'-6

"

57'-0

"

5'-0

"12

'-0"

8'-0

"

8'-1"

27'-0"

1'-5" 12'-0" 1'-5" 1'-7"

13'-2

"1'

-5"

1'-7

"

1'-7

"

2'-1

1"1'

-7"

1'-9"5'-0"1'-9"

3'-10"

27'-0"

3'-10" 1'-5" 12'-0" 1'-5" 1'-7"

12'-6

"

57'-0

"

8'-0

"5'

-0"

12'-0

"13

'-2"

1'-5

"1'

-7"

S

NN

N

N

NNN

N

N

23'-8" X 24'-0"AREA: 568.0 S.F.

GARAGE

HVAC93% HIGH

EFFICENCY

N2'-8" x 6'-8"

N2'-0"

x 6'-8

"

2'-0" x 6'-8"

2'-8" x 6'-8"

N

2'-3

"

SHOWER

8'-0" X 4'-10"AREA: 38.6 S.F.

BATH

N2'-8" x 6

'-8"

N2'-4" x 6'-8"

FD

W.H.

CL.

GROSS AREA: 1,347.0 S.F.NET AREA: 1,165.0 S.F.

WALL LEGEND:

NEW BLOCK WALL

NEW BRICK WALL

NEW FRAME WALL

NEW 1 HR FIRE RATED WALL

THIS DOCUMENT IS THE EXCLUSIVE PROPERTYOF PALERMO|EDWARDS ARCHITECTURE. THEDOCUMENT AND THE INFORMATION IT CONTAINSMAY NOT BE REPRODUCED OR USED FOR OTHERTHAN THE SPECIFIC PROJECT FOR WHICH ITWAS PREPARED WITHOUT THE EXPLICITCONSENT OF PALERMO|EDWARDSARCHITECTURE.

SEAL:

AI015932JENNIFER L. PALERMO, RA

jpalermo@palermoedwards.com

600 Mountain RdKinnelon, NJ 07405

201.532.4453.tel

ArchitecturePalermo|Edwards

973.909.7753.fax

CONSULTANTS:

FOR:

SUBMISSIONS:

CHKD BY:DRAWN BY:

PROJECT NO:

M.V.J.C.

20064

REVISIONS:# REVISION DESCRIPTION DATE

SHEET LABEL

SHEET TITLE:

SHEET No.

DATE: 09.09.20

OF 6

62-64 CORTLANDSTREET,BELLEVILLE,NJ

Lot : 01Block: 9302

PROPOSED TWO NEW TWOFAMILY DWELLING.

MILTON BERMEJO

TO UNDERSIDE OF STAIR.

NOTE:PROVIDE 2 PLY 5/8"TYPE "X" GYP BOARD

MECH. NOTE:

HOT WATER HEATERS& HVAC UNITS TOBE 93% HIGH EFFICIENCY APPLIANCESW/ 3" DIA. MIN. PVC EXHAUST &FRESH AIR INTAKE PIPE (SEEMANUF. SPEC. FOR INSTALLATION.

TEMPERED GLASS WINDOW NOTE:WINDOW WITHIN 60 INCHESMEASURED HORIZONTALLY FROMWATER EDGE MUST BE TEMPERED2018 IRC OF NJ SEC R308.4.5.

EGRESS WINDOW NOTES:- EGRESS WINDOWS MUST MEET OR EXCEED THE FOLLOWING DIMENSIONS:

5.7 SQ. FT. CLEAR OPENABLE AREA20" CLEAR OPENABLE WIDTH24" CLEAR OPENABLE HEIGHT.

- EACH BEDROOM MUST HAVE AT LEAST ONE EGRESS WINDOW.- WINDOW SILLS TO BE A MINIMUM OF 2'-0" A.F.F. & MAX. 44" A.F.F.- SILLS LOWER THAN 2'-0" REQUIRE TEMPERED GLASS.

5A-200

FLOOR PLANS FOR LOT B

10'-2

"8'

-0"

1'-0

"8'

-0"

1'-0

"8'

-0"

39'-0

"TO

TAL

HEIG

HT O

F ST

RUCT

URE

10"

1'-0

"

FINISH FLOOR1ST. FLOOR FI

RST

FLOO

R SE

COND

FLO

OR

ATTI

C GR

OUND

FLO

OR

11

222

2222

1012

1012

FRONT ELEVATIONSCALE: 1/4"= 1'-0"

GRADE

1012

1012

22

2

22

2 2 2

2 2

1012

1012

22

22

1012

1012

RIGHT ELEVATIONSCALE: 1/4"= 1'-0"

33

222

B

B

N

1012

REAR ELEVATIONSCALE: 1/4"= 1'-0"

1012

B

10'-2

"8'

-0"

1'-0

"8'

-0"

1'-0

"8'

-0"

39'-0

"TO

TAL

HEIG

HT O

F ST

RUCT

URE

10"

1'-0

"

FINISH FLOOR1ST. FLOORFI

RST

FLOO

R SE

COND

FLO

OR

ATTI

C GR

OUND

FLO

OR

N

N

LEFT ELEVATIONSCALE: 1/4"= 1'-0"

B

812

812

612

N

N

N

N

EN

FINISH FLOORGARAGE LVL

N

NN

N N

C

TTELEPHONE SERVICE

CABLE SERVICE

ELECT. METERS

GAS METER

10'-2

"8'

-0"

1'-0

"8'

-0"

1'-0

"8'

-8"

39'-0

"TO

TAL

HEIG

HT O

F ST

RUCT

URE

10"

1'-0

"

FINISH FLOOR1ST. FLOOR FI

RST

FLOO

R SE

COND

FLO

OR

ATTI

C GA

RAGE

FLR

. LVL

.

10'-2

"8'

-0"

1'-0

"8'

-0"

1'-0

"8'

-0"

39'-0

"

10"

1'-0

"

TOTA

L HE

IGHT

OF

STRU

CTUR

E

FIRS

T FL

OOR

SECO

ND F

LOOR

AT

TIC

GROU

ND F

LOOR

FINISH FLOORGARAGE LVL

FINISH FLOOR1ST. FLOOR

N

1'-0

"

1'-0

"

1'-0

"

4"

GRADE

ASPHALT SHINGLES

ALUM. GUTTER

CULTURED STONE

WROUGHT IRON RAILING

HARDIE PLANK SIDING

VINYL SIDING

FIBER CEMENTEXTERIOR FINISH OR EQUIV.

INSTALL AS PER MANUFACTURER SPECS.

ALUMINUM LEADER

HARDIE PLANK SIDING

METAL ROOF

METAL ROOF

ALUM. GUTTER

CULTURED STONE

VINYL SIDING

ALUMINUM LEADER

ASPHALT SHINGLES

STUCCO FINISH

FIBER CEMENTEXTERIOR FINISH OR EQUIV.

INSTALL AS PER MANUFACTURER SPECS.

HARDIE PLANK SIDING

EXTERIOR LT. FIXTURES

THIS DOCUMENT IS THE EXCLUSIVE PROPERTYOF PALERMO|EDWARDS ARCHITECTURE. THEDOCUMENT AND THE INFORMATION IT CONTAINSMAY NOT BE REPRODUCED OR USED FOR OTHERTHAN THE SPECIFIC PROJECT FOR WHICH ITWAS PREPARED WITHOUT THE EXPLICITCONSENT OF PALERMO|EDWARDSARCHITECTURE.

SEAL:

AI015932JENNIFER L. PALERMO, RA

jpalermo@palermoedwards.com

600 Mountain RdKinnelon, NJ 07405

201.532.4453.tel

ArchitecturePalermo|Edwards

973.909.7753.fax

CONSULTANTS:

FOR:

SUBMISSIONS:

CHKD BY:DRAWN BY:

PROJECT NO:

M.V.J.C.

20064

REVISIONS:# REVISION DESCRIPTION DATE

SHEET LABEL

SHEET TITLE:

SHEET No.

DATE: 09.09.20

OF 6

62-64 CORTLANDSTREET,BELLEVILLE,NJ

Lot : 01Block: 9302

PROPOSED TWO NEW TWOFAMILY DWELLING.

MILTON BERMEJO

6A-210

ELEVATIONS FOR LOT B