Prateek Rath Professional Portfolio by Prateek Rath

Prateek Rath professional portfolio

Extell Development Yonkers, NY

Perkins Eastman Architects

SITE PLAN

P.O.B. LOT 1

73.62' S01°30'20"W

140.01' 0'02"E S04°0 93.11' 7'28"W S86°0

K .P K .P

PROPOSED LOT 1 12,029 S.F. 0.276 AC.

.2 K .P. 1

S08°50'15"W 157.55'

NO POS T

K.P. 1

R=757.00' L=55.00' CB=N19°08'29"E CL=54.98'

S83°26'25"E 9.62'

R=473.00' L=49.86' CB=N18°12'11"E CL=49.83'

N21°13 '22"E 103 .46' 392.15'

RETAIL

P.O.B. BRIGHTON WAY

DW FW 325.21' N01°01'27"E

R=700.00' L=42.07' CB=S02°44'45"W CL=42.06'

Y D

FIRE PUMP ROOM

BOILER EGRESS ROOM

HUDSO

RETAIL

RETAIL N21°13'22"

HWH/BOILER

RETAIL 1

86.07'

FIRE PUMP WATER METER

E 102.36 '

R=540.50' L=104.62' CB=N15°40'40"E CL=104.45'

Y D

RETAIL

RETAIL 2

P.O.B. MOREY WAY

P.O.B. LOT 9

16.29'

261.19'

R=540.50' L=57.20' CB=S18°11'27"W CL=57.17'

TRASH COMP.

GAS METER LOCATION

MAIN ENTRANCE

MOREY WAY (PRIVATE STREET) 12,249 S.F. 0.281 AC.

PROPOSED LOT 9 (BUILDING D) 45,991 S.F. 1.056 AC.

S79°59'32"E 161.05'

N79°59'32"W 177.99'

LOBBY

PROPOSED LOT 8 (BUILDING C) 60,706 S.F. 1.394 AC.

BRIGHTON WAY (PRIVATE STREET) 16,775 S.F. 0.385 AC.

PROPOSED LOT 7 (BUILDING B) 58,628 S.F. 1.346 AC.

GARAGE

PACKAGES

PAD MOUNDTED T-TAP

UP EGRESS

EGRESS

LEASING OFFICE ENTRANCE

N82°43'51"E 17.37'

10' WIDE WATERLINE EASEMENT (TYP.)

S79°59'32"E 46.14'

TX TX

282.32'

N83°11'08"W 55.61'

72.79'

TX TX

' S04°45'44"W 282.32

72.83'

10' WIDE WATERLINE EASEMENT (TYP.) H

PROPOSED LOT 12 (WATERFRONT ESPLANADE/ EMERGENCY ACCESS) 108,421 S.F. 2.489 AC.

243.78' S05°34'27"W 316.61'

238.19'

S05°34'27"W 310.98'

TRANSFORMER PAD

Owner: EXTELL DEVELOPME 805 THIRD AVENUE 7TH FLOOR NEW YORK, NY 10022 T. 212.712.6000 Construction Manager:

Civil / Site: PS&S INTEGRATED 1 LARKIN PLAZA 2ND FLOOR YONKERS, NY 10701 T. 914.509.8600

S80°37'32"E 167.91'

N82°08'05"W 170.28'

MOTORIZED GARAGE DOOR

115 Fifth Avenue New York, NY 10003 T. +1 212 353 7200 F. +1 212 353 7676

PROPOSED RIVERSIDE DRIVE (PROPOSED PUBLIC STREET) 144,185 S.F. 3.310 AC.

R=540.50' L=47.42' CB=S12°38'46"W CL=47.40'

EGRESS ELEC. / POE ELEC. / POE

R=700.00' L=246.77' CB=N11°07'24"E CL=245.50'

33.75'

RETAIL

P.O.B. LOT 8

FDC

R=700.00' L=204.70' CB=S12°50'42"W CL=203.98'

T-1

N10°07'58"E 25.32'

DOMESTIC WATER CONNECTION

S01°01'27"W

Landscape: RGR LANDSCAPING 115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7373 Structural: DESIMONE CONSULT 55 CHURCH STREET 4TH FLOOR NEW HAVEN, CT 06510 T : 203.495.8270 Mechanical & Plumbing: ICOR CONSULTING E 485C ROUTE 1 SOUTH SUITE 200 ISELIN, NJ 08830 T. 908.272.3300 Electrical: ICOR CONSULTING E 485C ROUTE 1 SOUTH SUITE 200 ISELIN, NJ 08830 T. 908.272.3300 Interior Design: MCGINLEY DESIGN 225 BROADWAY #3101 NEW YORK, NY 10007 T. 212.925.7388 Exterior Envelope: DESIMONE CONSULT 140 BROADWAY 25TH FLOOR NEW YORK, NY 10005 T. 212.532.2211 Pool Consultant: INTEGRATED AQUAT 75 SHEWELL AVE DOYLESTOWN, PA 1890 T. 215.230.8623

Code Consultant: STEVEN WINTERS A 307 SEVENTH AVENUE SUITE 1701 NEW YORK, NY 10001 T: 212.564.5800 Lighting Consultant: EXISTING 48" CSO BEAM, LTD. OUTFALL TO 428 WEST WAVERLY R GLENSIDE, PA 19038 T: 212.508.0900

Acoustical Consultant: LONGMAN LINDSEY 200 WEST 41ST STREE SUITE 1100 NEW YORK, NY 10036 T: 212.315.6400

' N04°52'37"E 988.55

' N04°52'37"E 988.55 PROJECT TITLE:

EXTELL Y - BUILDING

C:\REVIT LOCAL\65140_Extell Building C_by.lee.rvt 11/21/2018 11:35:17 AM

N14°00'08"E 155.34'

N09°50'06"E 350.08'

N81°31'58"W 18.27'

RIVERSIDE DRIVE YONKERS, NY 1070

PROJECT No: 65140 DRAWING TITLE:

PARTIAL S

SCALE:

PARTIAL SITE PLAN 1" = 20'-0"

1" = 20'-0"

AS-1 ISSUED FOR BID 11/16/2018

FIRST FLOOR CONSTRUCTION PLAN

NO.

2 A-320

3 A-320

2 A-201

1 A-301

1 A-302

3 A-315

C10

DATE

ISSUE

11/16/2018

ISSUED FOR BID

C11

280' - 9" 8' - 3"

14' - 10 3/4"

27' - 0"

27' - 6"

104' - 1 3/4"

3' - 6 7/8"

1' - 4 3/4"

27' - 0"

22' - 6 3/8"

27' - 0"

4' - 3 7/8"

35' - 6"

16' - 11 3/4"

LOUVER ABOVE

0001.3 1113

1' - 3 1/8"

8' - 3"

1' - 3 1/8" FIRE PUMP 1113

26' - 7 1/8"

RETAIL 1 0001

FD WATER METER 1112 FD

106' 0 1/2"

1 A-201

HWH/BOILER 1125

ST-D1.2

1125.1

1112

0002.1

0002.2 1' - 9"

1' - 9"

5' - 3 1/2"

3 A-311

1125.2

ST-D1.1 STAIR D ST-D1

38' - 0 1/4"

2 A-311

1' - 5 3/8 "

1' - 9"

0001.2

5' - 9"

0001.1

16' - 3 1/2"

10' - 0 1/4" 1' - 4 3/4 "

3' - 9"

GREASE TRAP PIT

4' - 0" 2' - 6"

1129.1

8'-6" X 18'-0"

8'-0" X 18'-0"

8' - 0"

CLEAR SPACE

ADA PARKING

' 24

3/8"

1104

8'-6" X 18'-0"

BATH 1104

8'-6" X 18'-0"

15' - 0"

24' - 0"

JC 1102

LOBBY 1101

1102

8'-6" X 18'-0"

2 A-313

8'-6" X 18'-0"

15' - 0"

38 8'-6" X 18'-0"

8'-6" X 18'-0"

'22

24 '

GARAGE G100

30' - 0"

4 A-411

2' - 10"

3 A-341

18 2 A-401

ST-A1.1 STAIR A ST-A1 UP

VESTIBULE 1128

20' - 10 5/8"

A11 1001 AHO

1124

8'-6" X 18'-0"

ELEC. 1127

I.T. 1123

1144

ELEC. 1122

CL 8' - 0 7/8"

1145

MECH. 1148 1148

OFFICE 2 1146

2 A-319

PROJECT TITLE:

2 A-318

10' - 7 1/8"

19' - 7 3/4"

7' - 4 1/4"

30' - 2 7/8"

BALCONY ABOVE

RIVERSIDE DRIVE YONKERS, NY 10701 26' - 7 3/4"

34' - 8 1/2"

3 A-314

3 A-319

9' - 0 3/4"

18' - 5 1/4"

35' - 8 1/2"

4 1/4"

2 A-314

9' - 8 3/4"

35' - 8 1/2"

1 A-301

17' - 3 1/4"

263' - 6 1/4"

27' - 0"

10' - 9 1/2"

24' - 8 1/2"

47' - 6 1/4"

1 A-202

3' - 9 3/8" 44' - 9 3/8"

12' - 3 1/4"

21' - 11 3/4" 34' - 10 1/4"

PROJECT No: 65140

7 3/8"

DRAWING TITLE:

1 A-302

LEGEND CAST-IN-PLACE REINFORCED CONC. WALL MASONRY PARTITION STUD PARTITION

FIRST FLOOR CONSTRUCTION PLAN

EXTELL YONKERS - BUILDING C

1' - 3 5/8"

2' - 6 3/8"

4' - 5 7/8"

7' - 7 5/8"

SIM 13 A-562

Acoustical Consultant: LONGMAN LINDSEY 200 WEST 41ST STREET SUITE 1100 NEW YORK, NY 10036 T: 212.315.6400

D6 1006

C23 1005

C22 1002

1/8" = 1'-0"

5' - 1"

. 4 A-319

11' - 5"

19' - 10 3/4"

27' - 6 3/8"

C23 1004

Landscape: RGR LANDSCAPING 115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7373 Structural: DESIMONE CONSULTING ENGINEERS 55 CHURCH STREET 4TH FLOOR NEW HAVEN, CT 06510 T : 203.495.8270 Mechanical & Plumbing: ICOR CONSULTING ENGINEERS 485C ROUTE 1 SOUTH SUITE 200 ISELIN, NJ 08830 T. 908.272.3300 Electrical: ICOR CONSULTING ENGINEERS 485C ROUTE 1 SOUTH SUITE 200 ISELIN, NJ 08830 T. 908.272.3300 Interior Design: MCGINLEY DESIGN 225 BROADWAY #3101 NEW YORK, NY 10007 T. 212.925.7388 Exterior Envelope: DESIMONE CONSULTING ENGINEERS 140 BROADWAY 25TH FLOOR NEW YORK, NY 10005 T. 212.532.2211 Pool Consultant: INTEGRATED AQUATICS ENGINEERING 75 SHEWELL AVE DOYLESTOWN, PA 18901 T. 215.230.8623 Code Consultant: STEVEN WINTERS ASSOCIATES 307 SEVENTH AVENUE SUITE 1701 NEW YORK, NY 10001 T: 212.564.5800 Lighting Consultant: BEAM, LTD. 428 WEST WAVERLY ROAD GLENSIDE, PA 19038 T: 212.508.0900

CONFERENCE RM. 1145

1146 1147

OFFICE 1 1147

C1.2 1003

7 A-402

3' - 0 1/8"

1144

B19 1007 .

4 A-322

1100.1

1141.1

ST03

RECEPTION & WAITING AREA 1142

2 A-341 OPEN OFFICE

1122

1123

CORRIDOR 1100.1

1141.2

1142

1128.1 A1

ST-E1.1

VESTIBULE 1141

BATHROOM 1143

1142.1

1143 BLDG. STOR. 1124

1127

UP STAIR E ST-E1

ST-E1.2

8'-6" X 18'-0"

1128.2

6' - 6 1/2"

ST-A1.2

3 A-201

4 A-416

8'-6" X 18'-0"

4' - 0 3/8"

8' - 3 3/8"

-0

PACKAGE STOR. 1120

1120.3

29' - 3 1/8"

69 8'-6" X 18'-0"

8'-6" X 18'-0"

4 5/8"

1120

5' - 8 1/4"

70 8'-6" X 18'-0"

Civil / Site: PS&S INTEGRATED DESIGN & ENGINEERING 1 LARKIN PLAZA 2ND FLOOR YONKERS, NY 10701 T. 914.509.8600

35' - 7 1/4"

71 8'-6" X 18'-0"

Owner: EXTELL DEVELOPMENT COMPANY 805 THIRD AVENUE 7TH FLOOR NEW YORK, NY 10022 T. 212.712.6000 Construction Manager:

2 A-312

CART STORAGE 1137 72 8'-6" X 18'-0"

28' - 11 1/2"

1137.1

8 A-213

3 A-312

24' - 0"

48' - 1 1/4"

30' - 0"

2 A-202

VESTIBULE1133 1130

1101

2 A-301

136' - 5 1/4"

KEY PLAN

37' - 9 1/4"

115 Fifth Avenue New York, NY 10003 T. +1 212 353 7200 F. +1 212 353 7676

24' - 2 1/2"

3' - 6"

4 3/4"

12 41

3 A-401

" -0

8'-6" X 18'-0"

211' - 2"

1137.5

1119.1

MAINTAIN 8'-4" CLEAR HEIGHT FOR ACCESSIBLE VAN PATH OF TRAVEL.

32' - 2

T-1

HUDSON RIVER

VEST. 1119

4 A-414 10

1119.2 ST11

8'-6" X 18'-0"

C:\REVIT LOCAL\65140_Extell Building C_by.lee.rvt 11/21/2018 10:58:42 AM

3 A-321

1106

ADA PARKING

SEAL CY

ACM PANEL COLUMN COVER

MAIL ROOM 1105

1137.4 1 8'-6" X 18'-0"

24' - 0"

2 A-301

6' - 11

M01 M02 M03

1116

ST05

4 A-201

BUILD. STORAGE 1105.A

I.T. 1106

RAMP UP

20' - 0"

30' - 0"

20' - 0"

GARAGE DOOR OPENING

ELEV. LOBBY 1100

1100.3

2 A-402

3 A-313

3' - 9" 20' - 5"

1109.2

1105.A

I.T. 1116 1117

10' - 7 1/2"

DRY VALVE 1117

VESTIBULE 1129

TRASH COMP. 1109

BATHROOM 1135

3' - 8"

1 A-341

STAIR C ST-C1

3'-0" X 6'-0"

STAIR B ST-B1

ST06

3'-0" X 6'-0"

15' - 3 1/2"

1118

1135

STOR. 1136

ELEV. LOBBY 1100.5

166.00°

GREASE TRAP PIT

1111.2

ELEC. / POE 1126

BICYCLE STOR. 1118

6' - 6"

STAFF ROOM 1111

ACM PANEL COLUMN COVER

1109.1

ST-C1

ST-B1

1126 7' - 5 3/8"

OFFICE 1110

RETAIL 2 0002

3/8"

1100.5

3'-0" X 6'-0"

17' - 0 1/2"

1115 BLDG STOR. 1115

CORRIDOR 1100.4

1100.4

8' - 10 1/4"

1' - 4 3/4"

6' - 9 1/2"

2 A-322

CORRIDOR 1100.3

1' - 3 1/8 "

1110

1 A-401

16 A-562

0002.3

1111.1

GENERAL NOTES 1. REFER TO LANDSCAPE AND ENGINEERING DRAWINGS FOR ADDITIONAL SITE INFORMATION, NOTES, AND DIMENSIONS.

6. REFER TO ¼” SCALE APARTMENT PLANS, A-420 SERIES FOR UNIT LAYOUTS, DIMENSIONS, DOOR TYPES, AND NOTES.

2. U.O.N ALL DIMENSIONS ARE TO FACE OF STUD OR MASONRY.

7. REFER TO SHEET A-601 FOR DOOR SCHEDULE.

3. REFER TO PARTITION TYPES ON SHEETS A-002 4. REFER TO ENLARGED PLANS A-400 SERIES FOR ADDITIONAL INFORMATION NOT SHOWN 5. REFER TO ENLARGED STAIR AND ELEVATOR DRAWINGS A-410 SERIES.

8. REFER TO SHEET A-605 FOR WINDOW SCHEDULE. 9. REFER TO SHEET A-641 FOR APARTMENT EQUIPMENT SCHEDULES 10. COORDINATE IN-WALL BLOCKING LOCATIONS FOR MILLWORK AND FURNITURE WITH INTERIOR DESIGN DRAWINGS.

FIRST FLOOR CONSTRUCTION PLAN SCALE:

1/8" = 1'-0"

A-101 ISSUED FOR BID 11/16/2018

VIEW ALONG PROMENADE

NO.

DATE

ISSUE

11/16/2018

ISSUED FOR BID

DATE

ISSUE

11/16/2018

ISSUED FOR BID

WALL SECTIONS AND ELEVATIONS

NO.

DATE

11/16/201 7 A-514

UNIT A9

FCN-3

FCN-1

FCN-3

LO-3

2 A-316

FCN-3

1 A-316

3 A-316

W4.1

W14

W4.1

W14

W4.1

W14

W11.1

7TH FLOOR 80' - 0 1/2"

W4.1

W14

W4.1

W14

W4.1

W14

W4.1

W14

W4.1

W11.1

W14

W4.1

W14 7TH FLOOR 80' - 0 1/2"

W4.1

W14

W4.1

W14

W4.1

W14

W4.1

W11.1

W14

W4.1

W14

W4.1

W14

W4.1

W14

W4.1

W14

W4.1

W11.1

W14

10' - 2 5/8"

W4.1

W14

TO ROOF 91' - 7 7/8" TO PLATE 90' - 3 1/8"

10' - 7 3/8"

B2 7025

TO PARAPET 94' - 7 7/8"

3' - 0"

1' - 4 3/4" CORRIDOR W5.1 7100.1

19' - 11 3/4"

2 A-301

10' - 2 5/8"

A1 7024

22' - 0" UNIT B2.1

TO ROOF 91' - 7 7/8"

10" 9' - 0"

10' - 0 1/4"

B2 7025

10' - 2 5/8"

C6.1 7046

CORRIDOR 7100.1 A2

10' - 2 5/8"

9' - 0"

10' - 0 1/4"

10' - 1 1/2"

D1.1 7047 A1 7024

22' - 0" UNIT B2.1

TO PLATE 90' - 3 1/8"

W4.1

W14

22' - 0" UNIT B2.1

1' - 4 3/4"

FCN-3

TO PLATE TO PLATE 90' - 90' 3 1/8" - 3 1/8"

22' - 0" UNIT B2.1 1-HR ROOF-CEILING ASSEMBLY UL DESIGN NO. L518 R-30 THERMAL ENVELOPE INSULATION ABOVE DECK SEE ( 1 / A-514 ) CG CMP FCN-3

TO ROOF TO ROOF 91' - 91' 7 7/8" - 7 7/8"

1' - 4 3/4"

TO ROOF 91' - 7 7/8" TO PLATE 90' - 3 1/8"

1' - 4 3/4"

TO ROOF 91' - 7 7/8"

10"

1' - 4 3/4" C6.1 7046

UNIT C5

TO PLATE 90' - 3 1/8"

10' - 2 5/8"

9' - 0 5/8"

10' - 1 1/2"

36' - 5 3/8"

1-HR ROOF-CEILING ASSEMBLY UL DESIGN NO. L518 1-HR ROOF-CEILING ASSEMBLY UL DESIGN NO. L518 R-30 THERMAL ENVELOPE INSULATION R-30 THERMAL ENVELOPE INSULATION ABOVEABOVE DECK DECK ( 1 / )A-514 ) / A-514 SEE ( 1SEE

W5.1

WF-4: 4'' ALUMINUM EXTRUSION D1.1* UNLESS NOTED OTHERWISE, ALL WINDOW 7047 PANELS FROM 3RD FL. TO 7TH FL. HAVE 2'' CORRIDOR STAIR E ALUMINUM EXTRUSION A2 7100.1 ST-E7

B1.9 7045

BULKHEAD 102' - 0 3/8" 1-HR ROOF-CEILING ASSEMBLY UL1-HR DESIGN NO. L518 ASSEMBLY UL DESIGN NO. L518 ROOF-CEILING R-30 THERMAL ENVELOPE INSULATION ABOVE DECK R-30 THERMAL ENVELOPE INSULATION ABOVE DECK SEE ( 1 / A-514 ) SEE ( 1 / A-514 )

10' - 2 5/8"

10' - 4 1/2" 1' - 4 3/4"

TO ROOF 91' - 7 7/8"

C10

FCN: FIBER CEMENT_NICHIHA 1.LIGHT GREY 2.MEDIUM GREY 3.DARK GREY 4.TAN 5.BLUE 6.WOOD TYPE 1 (ASH) 7.WOOD TYPE 2 (CEDAR) FCE: FIBER CEMENT EQUITONE ACM: ALUMINUM COMPOSITE PANEL CMP:CORRUGATED METAL PANEL ST: STONE BASE GL-1:STOREFRONT GLASS GL-2: WINDOW GLASS GL-3: LAMINATED GLASS RAILING LO-1:LOUVER (RETAIL) LO-2: LOUVER (PARKING) LO-3: LOUVER (PTAC UNIT) WD: PHENOLIC WOOD PANEL 1.ASH 2.CEDAR MP: METAL PANEL

TO PLATE 90' - 3 1/8"

10' - 2 5/8"

MATERIALS LEGEND 10' - 4 1/2"

C10

BULKHEAD 102' - 0 3/8" 1-HR ROOF-CEILING ASSEMBLY UL DESIGN NO. L518 R-30 THERMAL ENVELOPE INSULATION ABOVE DECK SEE ( 1 / A-514 )

1' - 4 3/4"

C10

1 A-564

8' - 6 1/8"

CORRIDOR 6100.1 W5.1

SEAL

COURTYARD NORTH ELEVATION

6TH FLOOR 69' - 5 1/8"

5TH FLOOR 58' - 9 3/4"

1 A-331 1 A-542

3RD FLOOR 36' - 7"

3RD 3RD FLOOR FLOOR 36' - 36' 7" - 7"

3RD FLOOR 36' - 7"

CORRIDOR 2100.1

D7 2008

13' - 5"

11' - 11" CORRIDOR 2100.1

D7 2008

10' - 7 3/8"

8' - 6 3/4"

W4.1

W14

4TH FLOOR 48' - 2 3/8"

W4.1

W14

11' - 7 3/8"

3123.1

FITNESS 3119 STRUCTURAL CONCRETE FLOOR SLAB.

PROVIDE 3-HR HORIZONTAL FIRE SEPARATION COURTYARD SOUTH ELEVATION SEE ( 3 / A-541 ) 1 A-331

1 A-542

3RD FLOOR 36' - 7"

27' - 7"

Code Consultant: STEVEN WINTERS ASSOCIATES 307 SEVENTH AVENUE SUITE 1701 NEW YORK, NY 10001 T: 212.564.5800 Lighting Consultant: BEAM, LTD. 428 WEST WAVERLY ROAD GLENSIDE, PA 19038 T: 212.508.0900

22' - 0"

UNIT C17

FCN-3

UNIT B2.1 HEATED PLENUM CEILING3 1 A-317 A-317

1 A-301

W12

W4.1

2 A-317

FCN-3

W14

W6.1

W14

PROJECT TITLE:

2ND FLOOR 23' - 2"

2ND 2ND FLOOR FLOOR 23' - 23' 2" - 2"

1ST FLOOR 12' - 6"

WALL WALL SECTION SECTION 23/8" = 1'-0" 3/8" = 1'-0"

TYP. SLAB ON GRADE AT FIRST FLOOR, TYP. SLAB SEE (ON GRADE), AT FIRST FLOOR, SEE ( 1 / A-541 ), 1 / A-541 PROVIDE 3'' FOR THK.24'' RIGID SLAB ON GRADE R-15 FOR 24'' PROVIDE 3'' THK. RIGID SLAB ON GRADE R-15

OPEN OFFICE 1144

PROJECT No: 65140 DRAWING TITLE:

TYP. SLAB ON GRADE AT FIRST FLOOR, SEE ( 1 / A-541 ), PROVIDE 3'' THK.ATRIGID ON GRADE FOR TYP. SLAB ON GRADE FIRSTSLAB FLOOR, SEE ( 1R-15 ), 24'' / A-541 PROVIDE 3'' THK. RIGID SLAB ON GRADE R-15 FOR 24''

9' - 8"

10' - 8"

9' - 8"

CORRIDOR 1100.2

9' - 8"

ELEC. 1122

8' - 8"

OPEN OFFICE 1144

10' - 8"

STAIR E ST-E1

9' - 8"

CORRIDOR 1100.2 8' - 8"

8' - 8"

CORRIDOR ELEC. 1100.2 1122

C:\REVIT LOCAL\65140_Extell Building C_by.lee.rvt 11/21/2018 11:03:31 AM

TYP. SLAB ON GRADE AT FIRST FLOOR, SEE ( 1 / A-541 ), PROVIDE 3'' THK. RIGID SLAB ON GRADE R-15 FOR 24''

9' - 8"

10' - 8"

GARAGE G100

W12

1ST FLOOR 12' - 6"

WALL SECTION WALL SECTION 1 3/8" = 1'-0" 3/8" = 1'-0"

W14

SCALE:

W6.1

W4.1

3/8" = 1'-0"

1/8" = 1'-0"

Code Consultant: 22' - 0" STEVEN WINTERS UNIT B2 ASSOCIATES 307 SEVENTH AVENUE SUITE 1701 NEW YORK, NY 10001 T: 212.564.5800 CMP Lighting Consultant: BEAM, LTD. 428 WEST WAVERLY ROAD GLENSIDE, PA 19038 T: 212.508.0900

Acoustical Consultant: LONGMAN LINDSEY 200 WEST 41ST STREET SUITE 1100 NEW W6.1 YORK, NY 10036 T: 212.315.6400

W4.1

W12

W6.1

W12

W4.1

W6.1

W14

2 A-564

W6.1

W4.1

W12

W6.1

RIVERSIDE DRIVE YONKERS, NY 10701

W14

W6.1 DRAWING TITLE:

W6.1

FCN-3

3108.4

3108.2

GL-1

FCN-3 ACM WD-2

Civil / Site: PS&S INTEGR 1 LARKIN PLAZ 2ND FLOOR YONKERS, NY T. 914.509.8600

6TH FLOOR 69' - 5 1/8"

Landscape: RGR LANDSC 115 FIFTH AVE NEW YORK, NY T. 212.353.7373 Structural: DESIMONE C 55 CHURCH ST 4TH FLOOR NEW HAVEN, C T : 203.495.827 Mechanical & Plum ICOR CONSU 485C ROUTE 1 SUITE 200 ISELIN, NJ 0883 T. 908.272.3300 Electrical: ICOR CONSU 485C ROUTE 1 SUITE 200 ISELIN, NJ 0883 T. 908.272.3300 Interior Design: MCGINLEY D 225 BROADWA #3101 NEW YORK, NY T. 212.925.7388 Exterior Envelope DESIMONE C 140 BROADWA 25TH FLOOR NEW YORK, NY T. 212.532.2211 Pool Consultant: INTEGRATED 75 SHEWELL A DOYLESTOWN T. 215.230.8623

5TH FLOOR 58' - 9 3/4"

3RD FLOOR 36' - 7"

GL-1 3 A-318

22' - 0"

41' - 7 1/2"

UNIT B2.1

LO-3

4 A-214

FCN-3

UNIT C18 1 A-302 GL-3

W6.1

TO ROOF 91' - 7 7/8" TO PLATE 90' - 3 1/8"

Code Consultant: STEVEN WIN 307 SEVENTH A SUITE 1701 NEW YORK, NY T: 212.564.5800 Lighting Consultan BEAM, LTD. 428 WEST WAV GLENSIDE, PA T: 212.508.0900

7TH FLOOR 80' - 0 1/2"

Acoustical Consul LONGMAN LI 200 WEST 41ST SUITE 1100 NEW YORK, NY T: 212.315.6400

FCN-1

W6.1

W14

W4.1

W6.1

W14

W4.1

TO PARAPET 94' - 7 7/8"

PROJECT TITLE:

EXTEL - BUILD

6TH FLOOR 69' - 5 1/8"

W6.1

W14

W4.1

5TH FLOOR 58' - 9 3/4"

W6.1

W14

W4.1

INTERIOR WALL SECTIONS SCALE:

Construction Mana

4TH FLOOR 48' - 2 3/8"

W6.1

Owner: EXTELL DEVE 805 THIRD AVE 7TH FLOOR NEW YORK, NY T. 212.712.6000

7TH FLOOR 80' - 0 1/2"

3 A-564

W14

EXTELL YONKERS - BUILDING C W6.1

TO ROOF 91' -PLATE 7 7/8" TO 90' - 3 1/8"

1 A-564

W14

115 Fifth A New York T. +1 212 F. +1 212

TO PARAPET 94' - 7 7/8"

3' - 0" W6.1

3/8" = 1'-0"

A-341

RIVERSIDE D YONKERS, N

PROJECT No

4TH FLOOR 48' - 2 3/8"

3126

COURTYARD EAST ELEVATION

ISSUED FOR BIDSECTION 1 WALL

4 A-318

3 A-564

MCGINLEY DESIGN 225 BROADWAY #3101 NEW YORK, NY 10007 T. 212.925.7388 Exterior Envelope: DESIMONE CONSULTING ENGINEERS 140 BROADWAY 25TH FLOOR NEW YORK, NY 10005 T. 212.532.2211 Pool Consultant: INTEGRATED AQUATICS ENGINEERING 75 SHEWELL AVE DOYLESTOWN, PA 18901 C6 T. 215.230.8623

PROJECT No: 65140

W6.1

3/8" = 1'-0"

11/16/2018

W14

1ST FLOOR 12' - 6"

A-341

W14

TYP. SLAB ON GRADE AT FIRST FLOOR, SEE ( 1 / A-541 ), PROVIDE 3'' THK. RIGID SLAB ON GRADE R-15 FOR 24''

GARAGE LEVEL 1

1ST 1ST FLOOR FLOOR 12' - 12' 6" - 6"

W4.1

W14

INTERIOR WALL SECTIONS

GARAGE LEVEL 1

1ST FLOOR 12' - 6"

W6.1 2ND FLOOR 23' - 2"

W12

RIVERSIDE DRIVE YONKERS, NY 10701

FCN-1

PROJECT TITLE:

W4.1

10' - 8"

2ND FLOOR 23' - 2"

EXTELL YONKERS - BUILDING C

W12 GARAGE LEVELW14 2

GARAGE LEVEL 2

2ND FLOOR 23' - 2"

CMP

W14

Landscape: RGR LANDSCAPING 115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7373 Structural: W6.1 DESIMONE CONSULTING W6.1 W14 ENGINEERS 55 CHURCH STREET 4TH FLOOR NEW HAVEN, CT 06510 T : 203.495.8270 Mechanical & Plumbing: ICOR CONSULTING ENGINEERS 485C ROUTE 1 SOUTH W6.1 SUITE 200 W6.1 W14 ISELIN, NJ 08830 T. 908.272.3300 Electrical: ICOR CONSULTING ENGINEERS 485C ROUTE 1 SOUTH SUITE 200 ISELIN, NJ 08830 T. 908.272.3300 3129.1 Interior Design:

7 A-542

W4.1

W6.1

W14

Civil / Site: PS&S INTEGRATED DESIGN & ENGINEERING 1 LARKIN PLAZA 2ND FLOOR W6.1 YONKERS, NY 10701 W6.1 W14 T. 914.509.8600

W14

W4.1

GL-3

Construction Manager:

79' - 1 7/8"

W4.1

8' - 8"

Acoustical Consultant: LONGMAN LINDSEY 200 WEST 41ST STREET SUITE 1100 NEW YORK, NY 10036 T: 212.315.6400

11' - 0"

ELEC. 2122

9' - 0"

11' - 11"

13' - 5"

13' - 5" STAIR E ST-E2

11' - 0"

CORRIDOR 2100.1 9' - 0"

ELEC. 2122

9' - 0"

GARAGE G-200

11' - 11"

13' - 5"

HEATED PLENUM CEILING

B2 4025

FCN-3

Owner: EXTELL DEVELOPMENT COMPANY 805 THIRD AVENUE 7TH FLOOR NEW YORK, NY 10022 T. 212.712.6000

W6.1

W14

13' - 5"

STRUCTURAL CONCRETE FLOOR SLAB. PROVIDE 3-HR HORIZONTAL FIRE SEPARATION STRUCTURAL CONCRETE FLOOR SLAB. SEE3-HR ( 3 / HORIZONTAL PROVIDE FIRE SEPARATION A-541 ) SEE ( 3 / A-541 )

W4.1

11' - 11"

11' - 7 3/8"

9' - 8 1/2"

FITNESS 3119

STRUCTURAL CONCRETE FLOOR SLAB. STRUCTURAL CONCRETE FLOOR SLAB. 3-HR HORIZONTAL FIRE SEPARATION PROVIDE 3-HR HORIZONTAL FIRE PROVIDE SEPARATION SEE ( 3 / A-541 ) SEE ( 3 / A-541 )

STRUCTURAL CONCRETE FLOOR SLAB. PROVIDE 3-HR HORIZONTAL FIRE SEPARATION SEE ( 3 / A-541 )

4TH 4TH FLOOR FLOOR 48' - 48' 2 3/8" - 2 3/8"

1' - 6" CORRIDOR 3100.4

3108.1

9' - 8 3/8"

A1 3024

9' - 8 3/8"

LOUNGE 3108

9' - 8 1/2"

STAIR E ST-E3

8' - 8"

3108.1

4TH FLOOR 48' - 2 3/8"

9' - 8 3/8"

11' - 7 3/8" 8' - 8"

CORRIDOR 3100.3

9' - 8 3/8"

1' - 6"

20' - 7 3/4"

11' - 7 3/8"

LOUNGE 3108 DEMO KITCHEN 3109

4TH FLOOR 48' - 2 3/8"

20' - 7 3/4"

7 A-542

4TH FLOOR 48' - 2 3/8"

Landscape: RGR LANDSCAPING A1 CORRIDOR 115 FIFTH 4024 AVENUE 4100.2 NEW YORK, NY 10003 T. 212.353.7373 Structural: DESIMONE CONSULTING ENGINEERS 55 CHURCH STREET 4TH FLOOR NEW HAVEN, CT 06510 T : 203.495.8270 Mechanical & Plumbing: ICOR CONSULTING ENGINEERS 485C ROUTE 1 SOUTH SUITE 200 ISELIN, NJ 08830 T. 908.272.3300 Electrical: ICOR CONSULTING ENGINEERS 485C ROUTE 1 SOUTH SUITE 200 ISELIN, NJ 08830 T. 908.272.3300 Interior Design: MCGINLEY DESIGN 225 BROADWAY #3101 NEW YORK, NY 10007 A1 CORRIDOR T. 212.925.7388 3024 3100.4 Exterior Envelope: DESIMONE CONSULTING ENGINEERS 140 BROADWAY 25TH FLOOR 1/8" = 1'-0" NEW YORK, NY 10005 T. 212.532.2211 Pool Consultant: INTEGRATED AQUATICS ENGINEERING 75 SHEWELL AVE DOYLESTOWN, PA 18901 C4 T. 215.230.8623

9' - 0 1/4"

C6.1 4046

10' - 7 3/8"

B2 4025

79' - 1 7/8"

CORRIDOR 4100.2

79' - 1 7/8"

C6.1 4046

8' - 6 3/4"

79' - 1 7/8"

9' - 0 1/4"

10' - 7 3/8"

10' - 7 3/8" 79' - 1 7/8"

CORRIDOR 4100.3

8' - 6 3/4"

10' - 7 3/8" 79' - 1 7/8"

B1.9 4045

A1 4024

Civil / Site: PS&S INTEGRATED DESIGN & ENGINEERING 1 LARKIN PLAZA 2ND FLOOR YONKERS, NY 10701 T. 914.509.8600

W4.1

LO-3

10' - 2 5/8"

3 A-542

Construction Manager:

UNIT D1.1

1' - 4 3/4"

1-HR FLOOR-CEILING ASSEMBLY UL DESIGN NO. L518 SEE ( 4 / A-541 )

W4.1

STAIR E ST-E4

115 Fifth Avenue New York, NY 10003 FCN-3 T. +1 212 353 7200 F. +1 212 353 7676

FCN-3

40' - 0 1/8"

10' - 7 3/8"

Owner: EXTELL DEVELOPMENT COMPANY 805 THIRD AVENUE 7TH FLOOR NEW YORK, NY 10022 T. 212.712.6000

2 A-301

FCN-1

23' - 0" UNIT B1.1

55' - 0 7/8"

5 B2 A-316 5025

4 A-316

10' - 7 3/8"

8' - 6 3/4"

10' - 7 3/8"

5TH 5TH FLOOR FLOOR 58' - 58' 9 3/4" - 9 3/4"

CORRIDOR 5100.2

KEY PLAN

10' - 7 3/8"

5TH FLOOR 58' - 9 3/4"

T. +1 212 353 7200 F. +1 212 353 7676

UNIT B1.1

10' - 7 3/8"

5TH FLOOR 58' - 9 3/4"

1-HR FLOOR-CEILING ASSEMBLY UL DESIGN NO. L518 SEE ( 4 / A-541 )ASSEMBLY UL DESIGN NO. L518 1-HR FLOOR-CEILING SEE ( 4 / A-541 )

SIM 7 3 A-542 A-542

A1 115 Fifth Avenue New York, NY 10003 5024

23' - 0"

UNIT C14

11' - 7 3/8"

5TH FLOOR 58' - 9 3/4"

B2 5025

C6.1 5046

1-HR FLOOR-CEILING ASSEMBLY UL DESIGN NO. L518 ASSEMBLY UL DESIGN NO. L518 1-HR FLOOR-CEILING SIM SEE ( 4 / A-541 ) SEE ( 4 / A-541 ) 7 A-542

10' - 7 3/8"

CORRIDOR 5100.2

9' - 0 1/4"

38' - 4 1/4"

3' - 0"

1-HR FLOOR-CEILING ASSEMBLY UL DESIGN NO. L518 SEE ( 4 / A-541 )

A1 D1.1 5024 5047

8' - 6 3/4"

C6.1 5046

9' - 0 1/4"

STAIR E ST-E5

10' - 7 3/8"

8' - 6 3/4"

9' - 0 1/4"

10' - 7 3/8"

KEY PLAN

10' - 7 3/8"

HUDSON RIVER

1/8" = 1'-0"

CORRIDOR D1.1 5100.3 5047

3RD FLOOR 36' - 7"

B1.9 5045

W4.1

W14

T-1

W4.1

W14

SEAL

1' - 4 3/4"

HUDSON RIVER

W4.1

W14

TOILET EXHAUST

10' - 2 5/8"

T-1

W4.1

W14

10' - 7 3/8"

6TH 6TH FLOOR FLOOR 69' - 69' 5 1/8" - 5 1/8"

W4.1

55' - 0 7/8"

6TH FLOOR 69' - 5 1/8"

W14

4TH FLOOR 48' - 2 3/8"

10' - 7 3/8"

6TH FLOOR 69' - 5 1/8"

B2 6025

10' - 7 3/8"

9' - 0 1/4"

3 A-564

A1 6024

5 A-542

6TH FLOOR 69' - 5 1/8"

5TH FLOOR 58' - 9 3/4"

11' - 7 3/8"

W5.1

DRAWING TITLE:

COURT ELEVA

11' - 7 3/8"

5 A-542

3 A-542

B2 6025

10' - 7 3/8"

C6.1 6046

CORRIDOR 6100.1 A2

10' - 7 3/8"

D1.1 A1 6047 6024

8' - 6 1/8"

9' - 0 1/4"

STAIR E ST-E6

10' - 7 3/8"

10' - 7 3/8" A2

C6.1 6046

9' - 0 1/4"

B1.9 6045

8' - 6 3/4"

9' - 0 1/4"

10' - 7 3/8"

2 A-564

D1.1 6047 CORRIDOR 6100.1

10' - 7 3/8"

W5.1

7TH 7TH FLOOR FLOOR 80' - 80' 0 1/2" - 0 1/2"

10' - 7 3/8"

7TH FLOOR 80' - 0 1/2"

10 5/8"

7TH FLOOR 80' - 0 1/2"

10 5/8"

7TH FLOOR 80' - 0 1/2"

55' - 0 7/8"

6TH FLOOR 69' - 5 1/8" 10 A-542

3RD FLOOR 36' - 7" GL-1

FCN-3

SCALE:

1/8" =

1 A-214

ISSUED FOR BID 11/16/2018

ISSUED FOR

11/16/2018

SECTION RENDERING

ENLARGED ELEVATION AND SECTIONS NO. C1

1-HR ROOF-CEILING ASSEMBLY UL DESIGN NO. L518 R-30 THERMAL ENVELOPE INSULATION ABOVE DECK SEE ( 1 / A-514 )

3' - 0" HEAD

2' - 0"

TO PLATE 90' - 3 1/8" 2-HR EXTERIOR WALL ASSEMBLY UL DESIGN NO. V314 R-20 THERMAL ENVELOPE

2 A-511

FIBER CEMENT PANEL - NICHIHA

W6.1

W14

10' - 2 5/8"

W14

8' - 0"

10' - 8"

8' - 0"

B2.1 7008

1 A-513

10' - 2 5/8"

ALUMINUM EXTRUSION

10' - 2 5/8"

8' - 0"

B2.1 7010

TO ROOF 91' - 7 7/8" TO PLATE 90' - 3 1/8"

HEAD

FIBER CEMENT PANEL - NICHIHA ALUMINUM EXTRUSION

1 A-531

7 1/4"

SILL

CORREGATED METAL PANEL SYSTEM

7 3/8"

6 A-511

7TH FLOOR 80' - 0 1/2"

HEAD

HEAD 7 3/8"

HEAD

SILL 7TH FLOOR 80' - 0 1/2"

1' - 4 3/4"

T.O. PLATE

2' - 7 3/8"

7 1/4"

T.O. PLATE

ACM PANEL

2 A-531

7TH FLOOR 80' - 0 1/2"

1' - 4 3/4"

SILL

1 A-513

W14

W6.1

W14

10' - 7 3/8"

W6.1

7' - 11 3/4"

9' - 8"

10' - 7 3/8"

B2.1 6008

8' - 0"

10' - 7 3/8"

CORREGATED METAL PANEL SYSTEM

B2.1 6010

SEAL

SILL

T.O. PLATE

6TH FLOOR 69' - 5 1/8"

HEAD

HEAD 7 3/8"

7 3/8"

HEAD

SILL 6TH FLOOR 69' - 5 1/8"

1' - 4 3/4"

6TH FLOOR 69' - 5 1/8"

1' - 4 3/4"

T.O. PLATE

2' - 7 5/8"

7 1/4"

2 A-531

7 1/4"

1 A-531

SILL

LAMINATED GLASS RAILING

FIBER CEMENT PANEL - NICHIHA

1 A-513

10' - 7 3/8"

W14

115 Fifth Avenue New York, NY 10003 T. +1 212 353 7200 F. +1 212 353 7676

PTAC UNIT

7 1/4"

SILL

5TH FLOOR 58' - 9 3/4" T.O. PLATE

SILL

2 A-512

5TH FLOOR 58' - 9 3/4"

7 3/8" T.O. PLATE HEAD

W14

1-HR FLOOR-CEILING ASSEMBLY UL DESIGN NO. L518 SEE ( 4 / A-541 )

SILL

1 A-512

4TH FLOOR 48' - 2 3/8"

10' - 7 3/8"

W6.1

W14

7' - 11 3/4"

79' - 1 7/8"

9' - 8"

W6.1

4TH FLOOR 48' - 2 3/8"

3' - 3 7/8"

SILL

HEIGHT OF BUILDING

10' - 7 3/8" 79' - 1 7/8"

8' - 0" 2 A-531

4TH FLOOR 48' - 2 3/8"

1' - 3 5/8" 1' - 4 3/4"

HEAD

1 A-531

7 1/4"

T.O. PLATE

B2.1 4008

1-HR FLOOR-CEILING ASSEMBLY UL DESIGN NO. L518 SEE ( 4 / A-541 )

1' - 3 5/8" 1' - 4 3/4"

SILL

HEIGHT OF BUILDING

10' - 7 3/8"

8' - 0"

79' - 1 7/8"

1 A-513

HEAD

W14

7 A-502

W14

SILL 11"

11" 1' - 6"

3RD FLOOR 36' - 7"

3' - 11"

5' - 5"

13' - 5"

Acoustical Consultant: LONGMAN LINDSEY 200 WEST 41ST STREET SUITE 1100 NEW YORK, NY 10036 T: 212.315.6400

VEHICLE BARRIER

8' - 0"

GARAGE SCREEN PERFERATED CORRUGATED METAL PANEL GARAGE G-200

GARAGE SCREEN PERFERATED CORRUGATED METAL PANEL

VEHICLE BARRIER

7' - 4"

HEATED PLENUM CEILING

5' - 5"

FIBER CEMENT PANEL - NICHIHA

1-HR EXTERIOR WALL ASSEMBLY UL DESIGN NO. U425 R-13+3.8ci THERMAL ENVELOPE

18 A-502

3RD FLOOR 36' - 7"

FIBER CEMENT PANEL - NICHIHA

SPRAY FORM INSULATION

7' - 4"

11' - 7 3/8"

W6.1

8' - 0"

10' - 8"

SILL

3RD FLOOR 36' - 7"

1-HR EXTERIOR WALL ASSEMBLY UL DESIGN NO. U425 R-13+3.8ci THERMAL ENVELOPE

GARAGE G-200

W6.1

STRUCTURAL CONCRETE FLOOR SLAB. PROVIDE 3-HR HORIZONTAL FIRE SEPARATION SEE ( 3 / A-541 )

13' - 5"

8 A-502

3' - 6" MIN.

2 A-513

7 A-502

SILL

2' - 6" 8' - 0"

11' - 7 3/8"

8' - 0"

5' - 0"

B2.1 3008

STRUCTURAL CONCRETE FLOOR SLAB. PROVIDE 3-HR HORIZONTAL FIRE SEPARATION SEE ( 3 / A-541 )

11"

8 A-502

2' - 6"

HEATED PLENUM CEILING

4' - 0"

11' - 7 3/8"

2 A-511

Construction Manager:

Civil / Site: PS&S INTEGRATED DESIGN & ENGINEERING 1 LARKIN PLAZA 2ND FLOOR YONKERS, NY 10701 T. 914.509.8600

CORREGATED METAL PANEL SYSTEM

B2.1 4010

Owner: EXTELL DEVELOPMENT COMPANY 805 THIRD AVENUE 7TH FLOOR NEW YORK, NY 10022 T. 212.712.6000

HEAD

HEAD 7 3/8"

HEAD 6 A-511

8' - 0"

9' - 8"

W6.1

W14

2' - 7 3/8"

T.O. PLATE

W6.1

1 A-531

3' - 6" MIN.

7 1/4"

2 A-531

1' - 4 3/4"

SILL

10' - 7 3/8"

8' - 0"

B2.1 5008

1' - 4 3/4"

B2.1 5010

KEY PLAN

10' - 7 3/8"

8' - 0"

2 A-511

B2.1 3010

1' - 4 3/4"

2-HR EXTERIOR WALL ASSEMBLY UL DESIGN NO. V314 R-20 THERMAL ENVELOPE

ISSUED FOR BID

TO PARAPET 94' - 7 7/8"

2' - 0"

FIBER CEMENT PANEL - NICHIHA TO ROOF 91' - 7 7/8"

1' - 7 3/8"

HEAD

11 A-511

TO PLATE 90' - 3 1/8"

ISSUE

BATHROOM EXHAUST VENT

TO PARAPET 94' - 7 7/8"

3' - 0" 1' - 4 3/4"

FIBER CEMENT PANEL - NICHIHA TO ROOF 91' - 7 7/8"

DATE 11/16/2018

2 A-313

1-HR ROOF-CEILING ASSEMBLY UL DESIGN NO. L518 R-30 THERMAL ENVELOPE INSULATION ABOVE DECK SEE ( 1 / A-514 )

10 A-511

TO PARAPET 94' - 7 7/8"

10 A-511

3 A-313

3' - 0"

2' - 9"

PROJECT TITLE:

19 A-501

2ND FLOOR 23' - 2"

EXTERIOR LIGHT FIXTURE

2-HR RATING UL #U905

7 A-561

8' - 0"

RIVERSIDE DRIVE YONKERS, NY 10701

14 A-501

WALL SECTION 3/8" = 1'-0"

FIBER CEMENT PANEL - NICHIHA

STONE BASE

2' - 6" 2' - 0" 1ST FLOOR 12' - 6"

13 A-501

DRAWING TITLE:

PART ELEVATION & WALL SECTIONS

2-HR RATING UL #U905

17 A-501

PROJECT No: 65140

10' - 8"

4 A-561

TYP. SLAB ON GRADE AT FIRST FLOOR, SEE ( 1 / A-541 ), PROVIDE 3'' THK. RIGID SLAB ON GRADE R-15 FOR 24''

STONE BASE

1ST FLOOR 12' - 6"

ENLARGED ELEVATION 3/8" = 1'-0"

2' - 8"

GARAGE G100

TYP. SLAB ON GRADE AT FIRST FLOOR, SEE ( 1 / A-541 ), PROVIDE 3'' THK. RIGID SLAB ON GRADE R-15 FOR 24''

10' - 8"

10' - 8" 8' - 6"

C:\REVIT LOCAL\65140_Extell Building C_by.lee.rvt 11/21/2018 11:06:45 AM

2' - 6"

2' - 0"

EXTELL YONKERS - BUILDING C

15 A-501

18 A-501

GARAGE G100

2ND FLOOR 23' - 2"

1ST FLOOR 12' - 6"

SCALE:

3/8" = 1'-0"

A-313 ISSUED FOR BID 11/16/2018

VIEW FROM HUDSON RIVER

FP FP FP

FP FP FP F

'F' OCCUPANCIES

MAX. T.D.= 250' - 0" T.D.= 153' - 7"

LIFE SAFETY PLAN

'B' OCCUPANCIES

'P' OCCUPANCIES

MECHANICAL AND UTILITY ROOMS (NOT INCLUDED IN CALCULATIONS)

LEVEL 2 - CONSTRUCTION TYPE 1A

LEVEL 1

OCCUPANCY TYPE

1" = 20'-0"

AREA OCCUPANT LOAD NUMBER OF EXITS

P EXIT TRAVEL DISTANCE OCCUPANCY TYPE AREA OCCUPANT LOAD NUMBER OF EXITS

DOOR STAIR D1

PROVIDED WIDTH 33 5/8" /.15" = 224 OCC MAX

REQUIRED WIDTH 42 OCC X .2 = 8.4"

PROVIDED WIDTH 69 3/8" / .15 = 462 OCC MAX

AREA

DOOR 0002.1, 0002.2 & 0002.3 OCCUPANT LOAD

1 1 1

1 2

OCC: B 2 SF 2 2 658

T.D.= 47'-10" MAX. T.D.= 250' - 0"

1 3

1 1 1

REQUIRED WIDTH 244 OCC X .15 = 36.6"

2 - HOUR FIRE WALL

3 - HOUR FIRE WALL

P EXIT TRAVEL DISTANCE TOTALS TOTAL OCCUPANT LOAD NUMBER OF EXITS

FEC

FIRE EXTINGUISHER AND CABINET

FEW

EXIT SIGN (SINGLE SIDED, DOUBLE SIDED, W/ DIRECTIONAL ARROW, WALL MOUNTED) STAND PIPE

P MAX. EXIT TRAVEL DISTANCE OCCUPANCY TYPE AREA OCCUPANT LOAD NUMBER OF EXITS

P EXIT TRAVEL DISTANCE

AREA

OCCUPANCY CALCULATION

OCCUPANT LOAD NUMBER OF EXITS

# OF EGRESS DOORS

MAXIMUM TRAVEL DISTANCE

FROM FURTHEST POINT

EXIT TRAVEL DISTANCE

1 1

2 .5 2

PROVIDED WIDTH 44"/ .2" = 220 OCC MAX

OCC: R 11,637 SF

FEC

56 1 OCC 1 1 2 .5

AREA OCCUPANT LOAD NUMBER OF EXITS

'A' OCCUPANCIES

197 224

OCCUPANT LOAD

2 1

OCCUPANCY TYPE

'M' OCCUPANCIES

AREA

274(ST-E3) + 22(64 R/3) + 15(60 G/4) = 311

OCCUPANT LOAD NUMBER OF EXITS

'S' OCCUPANCIES

REQUIRED WIDTH 311 OCC X .15 = 46.65"

14 224

EXIT TRAVEL DISTANCE

PROVIDED WIDTH 33 5/8" /.15" = 224 OCC MAX

DOOR 1141.1 & 1141.2

197 [182+(59/3)]

REQUIRED WIDTH 197 OCC X .15" = 29.6"

3 3

1 3

1 1

OCCUPANCY TYPE

1 1

FEC

3 1

OCC: R 2 11,192 SF

RESIDENTIAL

RESIDENTIAL ZONE

.5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5

MAX. T.D.= 250' - 0" T.D.= 153' - 7"

1 1

FEC

EXIT TRAVEL DISTANCE

PROVIDED WIDTH 33 5/8" /.15" = 224 OCC MAX

FP FP FP FP FP

OCCUPANCY TYPE AREA

'R' OCCUPANCIES

DIRECTION OF TRAVEL WITH ACCUMULATED OCCUPANCY LOAD

OCCUPANT LOAD (SEATS PROV

182 (FROM 3RD FLOOR)

LEVEL 2

1 .5

OCCUPANT LOAD

1 .5

DOOR STAIR E3

NUMBER OF EXITS T-1

LEASING OFFICE

OCC: B 1,341 SF

38 224

2 1

.5 .5 .5 .5 .5 .5 .5

.5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

REQUIRED WIDTH 182 OCC X .2 = 36.3"

182 (OCC. LOAD FROM 3RD FLOOR)

FEW

3 3

3 - HOUR FIRE BARRIER

OCCUPANT LOAD

PROVIDED WIDTH 44"/ .2" = 220 OCC MAX

3 3

1 1 1 1 1 1 1

FP FP FP FP FP FP

PROVIDED WIDTH 69 1/2" /.15 = 464 OCC MAX

REQUIRED WIDTH 182 OCC X .2 = 36.3"

1 1

.5 3

FP FP FP FP FP FP FP

15 (58/4)

STAIR E3

.5 1 1

FP FP FP FP FP FP FP FP FP FP FP

FP FP FP FP FP FP FP

15 222

FP FP FP FP FP FP FP

CALCULATED OCCUPANCY ( AREA IN SQ FT / OCC.LOAD FACTOR)

OCCUPANT LOAD

T.D.= 194' - 5" FEW MAX. T.D.= 400' - 0"

NUMBER OF EXITS

EXIT SIGN (DOUBLE SIDED, W/ DIRECTIONAL ARROW)

.5 .5 .5

OCCUPANT LOAD

2 1 1

FP FP FP FP FP FP FP 2

OCCUPANT LOAD

EXIT SIGN (SINGLE SIDED)

1130.2

GD GARAGE DOOR STAIR E3 G100 OCCUPANT LOAD 38 [(56 / 3)+(7/2)+((90/3)/2)]

STAIR E3

2 - HOUR FIRE BARRIER

OCCUPANCY TYPE

PROVIDED WIDTH 33 5/8" /.15" = 224 OCC MAX

2 2

EXIT SIGN (SINGLE SIDED, W/ DIRECTIONAL ARROW)

REQUIRED WIDTH 38 OCC X .15" = 5.7"

3 3

3 2

OCC: S 87 SF

3 2

FULL HEIGHT GLASS WALL AND DOORS IN COMPLIANCE WITH 2015 IBC NYS EDITION: CHAPTER 404.6 - EXCEPTION 1

1 1/2 HOUR FIRE BARRIER

3 3 3

182 222

3 1

T.D.= 203' - 5"1 1 MAX. T.D.= 400' - 0" FP FP FP FP FP FP FP FP

2 2

1 - HOUR FIRE BARRIER

STP

48 OCC

3 2

1 1.5

1 1

1 1.5

P OCCUPANCY TYPE

OCC: M 2,840 SF

RETAIL B

2 2

1 1

T.D.= - 7" FE126' C - 0" 1 1 T.D.= MAX. 250' 1

0.5 - HOUR FIRE BARRIER

1 1.5

2 2

GARAGE

OCC: S 24,916 SF

1 1.5

1 1 1 1 1 1

16 OCC (48/3)

REQUIRED WIDTH 16 OCC X .15 = 2.4"

1 1

FP FP FP FP FP FP FP

PROVIDED WIDTH 44"/ .2" = 220 OCC MAX

EXIT TRAVEL DISTANCE

14 OCC

MAX. T.D.= 250' - 0" T.D.= 71' - 2"

'F' OCCUPANCIES EXIT TRAVEL DISTANCE

FDV

REQUIRED WIDTH 182 OCC X .2 = 36.3"

SMOKE BARRIER

3 2

3 3

19 224

FP FP FP FP FP FP FP

182 (FROM 3RD FLOOR)

2 2

FP FP FP FP FP FP FP

OCCUPANT LOAD

7 OCC

3 3 3

STAIR A3

FEW

182 264

FP /.15" FP FP FPOCC FP MAX .5 .5 .5 .5 .5 .5 PROVIDED WIDTH FP 39 5/8" = 264 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5

CC MAX

23 [8+(58/4)]

3 1 1

225 [182+(59/3)+(84/3)] 3 3 3

SMOKE PARTITION

30 224

REQUIRED WIDTH 225 OCC X .15" = 33.75"

36.3"

FEC

1 3 3

FEC

OCCUPANT LOAD

3 3

30 224

84 OCC

FEC

D FROM 3RD FLOOR)

FEW

DOOR STAIR A3

3 1 3 11

3 3

FEW

43 (28+15)

49 224 PROVIDED WIDTH 33 5/8" /.15" = 224 OCC MAX

24 OCC MAX

REQUIRED WIDTH 43 OCC X .15 = 6.5"

= 7.4"

DOOR STA1.2

3)]

1 1

2 2

182 (FROM 3RD FLOOR)

REQUIRED WIDTH 182 OCC X .2 = 36.3"

OCCUPANT LOAD

3 3 3 3

STAIR C

PROVIDED WIDTH 44"/ .2" = 220 OCC MAX

FEW

PROVIDED WIDTH 33 5/8" /.15" = 224 OCC MAX

CC MAX

3 3

REQUIRED WIDTH 182 OCC X .15" = 27.3"

DOOR STAIR D1

1 1

36.3"

1 1 1 1

21 2 1

3 3

GD 182 (FROM 3RD FLOOR)

1 1 1 1

2 1

90 OCC

OCCUPANT LOAD

2 2 2 1 1 1

3 3

GD OCC: S 1 1 1 1 1 25,917 SF

DOOR STAIR C

D FROM 3RD FLOOR)

3 FD 3

GARAGE

OCCUPANT LOAD

OCC: S 2 FD SF 1 2,621 1

PROVIDED WIDTH 69 3/8" / .15 = 462 OCC MAX

4 OCC

2 3

OCC: S 1,942 SF

FEC

1 1 8 OCC1 1 FD 1 1 1 T.D.= 49' - 2" FD 1 1 MAX. T.D.= 250' - 0" 1 1 1 1 1 1 1 1 1 1 381 1 1 1 1 182 1 2 2 224 2 1 222 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1

1 3

2 1 1

2 3

2 2

182 2 222 2 2

FEC

1 21 21 21 2 1 2

2 2 2 2 2

FIRE PARTITION

FDV

1 1

PROVIDED WIDTH 69 3/8" / .15 = 462 OCC MAX

FEC

398 1 462 1

1 1

UP UP

DOOR 1100.4

OCCUPANT LOAD 396 [182+182+4+(84/3)] MAX. T.D.= 400' - 0" 2 2 2 2 2 1 1 1 T.D.= 80' - 0" REQUIRED WIDTH 396 OCC X .15" = 59.4"

224

CC MAX

3 2

PROVIDED WIDTH 44"/ .2" = 220 OCC MAX

36.3"

1 2

138 1

D FROM 3RD FLOOR)

OCC: S 2,276 SF

182 (FROM 3RD FLOOR)

REQUIRED WIDTH 182 OCC X .2 = 36.3"

FEC

1 1

- 9" 110'

2 1

NUMBER OF EXITS

42 222

FDV

OCCUPANT LOAD (SEATS PROV

PROVIDED WIDTH 33 5/8" /.15" = 224 OCC MAX

57 OCC

FEW

OCCUPANT LOAD

42 224

FEC

STAIR B

4 OCC 1 1 1 1 (36'-8" 1 1 MIN.) 65' - 110 3/4" 1 1 1

1 1 1 1 1

PROVIDED WIDTH 33 5/8" /.15" = 224 OCC MAX

OCC: M 3,365 SF

1 1 1 1

REQUIRED WIDTH 182 OCC X .15" = 27.3"

24 OCC MAX

AREA

11/16/2

REQUIRED WIDTH 23 OCC x .15" = 3.5"

182 (FROM 3RD FLOOR)

OCCUPANT LOAD

= 27.3"

OCC: S 1,951 SF

OCCUPANCY TYPE

PROVIDED WIDTH 36" / .2 = 180 OCC MAX

OCCUPANT LOAD

RETAIL A

DOOR STAIR B

42 (FROM 2ND FLOOR)

OCCUPANT LOAD

42 [(56 / 3)+(7/2)+((90/3)/2)+4]

REQUIRED WIDTH 42 OCC X .15 = 6.3"

PROVIDED WIDTH 36" / .2 = 180 OCC MAX

REQUIRED WIDTH 19 OCC X .15" = 2.9"

OCCUPANT LOAD

REQUIRED WIDTH 42 OCC X .2 = 8.4"

42 [(56 / 3)+(7/2)+((90/3)/2)+4]

OCCUPANT LOAD

19 (57/3)

FP FP FP FP

OCCUPANT LOAD

1 2

STAIR D1 DOOR 0001.1, 0001.2 & 0001.3

LIFE SAFETY SYMBOLS LEGEND

STAIR D1

EXIT TRAVEL DISTANCE NO. DATE

OCCUPANCY TYPE AREA

'B' OCCUPANCIES

OCCUPANT LOAD NUMBER OF EXITS

MAX. T.D.= 250' - 0" T.D.= 155' - 6"

'P' OCCUPANCIES

EXIT TRAVEL DISTANCE TOTALS

59 OCC

TOTAL OCCUPANT LOAD NUMBER OF EXITS

MECHANICAL AND UTILITY ROOMS (NOT INCLUDED IN CALCULATIONS)

115 Fif New Y T. +1 2 R F. +1 2

MAX. EXIT TRAVEL DISTANCE Owner:

LEVEL 2 - CONSTRUCTION TYPE 1A

LEVEL 1

OCCUPANCY TYPE

1" = 20'-0"

R (RESIDENTIAL 1/200)

AREA

11,637

OCCUPANT LOAD

EXTELL DE 805 THIRD A 7TH FLOOR NEW YORK, T. 212.712.60

Construction M

NUMBER OF EXITS

REQUIRED

LEVEL 1 - CONSTRUCTION TYPE 1A

PROVIDED EXIT TRAVEL DISTANCE

1" = 20'-0"

2 4 155'-6"

OCCUPANCY TYPE

S (GARAGE 1/300)

AREA

24,916

OCCUPANT LOAD

NUMBER OF EXITS REQUIRED PROVIDED EXIT TRAVEL DISTANCE OCCUPANCY TYPE

STAIR D1 OCCUPANT LOAD

REQUIRED PROVIDED

RETAIL A

OCC: M 3,365 SF

57 OCC

23 [8+(58/4)]

REQUIRED WIDTH 23 OCC x .15" = 3.5" PROVIDED WIDTH 33 5/8" /.15" = 224 OCC MAX

42 222

NUMBER OF EXITS

DOOR STAIR D1 OCCUPANT LOAD

725

OCCUPANT LOAD (SEATS PROVIDED)

PROVIDED WIDTH 36" / .2 = 180 OCC MAX

2 B (BUSINESS 1/100)

AREA

42 (FROM 2ND FLOOR)

REQUIRED WIDTH 42 OCC X .2 = 8.4"

2 88'-3"

EXIT TRAVEL DISTANCE DOOR 0002.1, 0002.2 & 0002.3 OCCUPANT LOAD

16 OCC (48/3)

REQUIRED WIDTH 16 OCC X .15 = 2.4" PROVIDED WIDTH 69 3/8" / .15 = 462 OCC MAX

1 1 71'-2"

OCCUPANCY TYPE

S (STORAGE 1/300)

AREA

4,562

OCCUPANT LOAD

NUMBER OF EXITS REQUIRED

Civil / Site: PS&S INTE 1 LARKIN PL 2ND FLOOR YONKERS, N T. 914.509.86

Landscape: RGR LAND 115 FIFTH AV NEW YORK, T. 212.353.73 Structural: DESIMONE 55 CHURCH 4TH FLOOR NEW HAVEN T : 203.495.8 Mechanical & P ICOR CONS 485C ROUTE SUITE 200 ISELIN, NJ 0 T. 908.272.33 Electrical:

UNIT PLANS 22' - 0" 5' - 6 7/8"

5' - 6 3/4"

5' - 8 1/2"

5' - 1 7/8" 22' - 0" 5' - 6"

22' - 0" 5' - 6" W4.1

5' - 5"

W14

5' - 7"

W4.1

5' - 1 1/2"

5' - 6"

W6.1

1' - 0"

5' - 10 1/2"

5' - 6"

FOR UNITS, 4025, 5025, 6025, 7025 PROVIDE ADDITIONAL 5/8'' GYP.

14' - 5 1/8"

11' - 5 1/4"

FOR UNITS, 3003, 4003, 5003, 6003, 7003, 3005, 4005, 5005, 6005, 7005, 3006, 4006, 5006, 6006, 7006, 3007, 4007, 5007, 6007, 7007, 3008, 4008, 5008, 6008, 7008 PROVIDE ADDITIONAL 5/8'' GYP.

1' - 10 1/4" .

2' - 9 3/4"

2' - 1 1/4"

8' - 6 1/2"

6' - 9 3/4"

N/A

8' - 6 1/2"

7 7/8"

N/A

4' - 9 3/8"

EQ-08A 3' - 5 1/2"

4' - 6 3/8"

115 Fifth Avenue New York, NY 10003 T. +1 212 353 7200 F. +1 212 353 7676

2' - 8 1/4"

2' - 6"

Owner: EXTELL DEVELOPMENT COMPANY 805 THIRD AVENUE 7TH FLOOR NEW YORK, NY 10022 T. 212.712.6000

7' - 7 1/4"

Construction Manager:

1/4" = 1'-0"

QUANTITY:

Civil / Site: PS&S INTEGRATED DESIGN & ENGINEERING 1 LARKIN PLAZA 2ND FLOOR YONKERS, NY 10701 T. 914.509.8600

BEDROOMS BATHS DEN BALCONY / PATIO

N/A

NSF

638 SF

NSF

648 SF

NSF

649 SF

GSF

698 SF / 998 SF *

GSF

648 SF

GSF

649 SF

BALCONY / PATIO SF

60 SF / 360 SF *

BALCONY / PATIO SF

N/A

BALCONY / PATIO SF

N/A

* OCCURS AT 3RD FL. COURTYARD ONLY

3RD AND TYP. FLOOR

23' - 0"

23' - 0" 6' - 0"

5' - 9 5/8"

5' - 5 3/4"

5' - 9 1/2"

6' - 0"

5' - 5"

Please refer to plumbing plans for location of the 3" storm drain for Units C-14, B-1.1 in Building C

1' - 0"

11' - 7 3/8"

11' - 7 3/8" KITCHEN TYPE 2B

D2 5' - 1 3/4"

3' - 9 1/4"

20' - 4 3/8"

3' - 0 1/2"

6' - 5"

4' - 6 1/2"

UNIT B1.9

9' - 0"

5' - 10 3/4"

4' - 6 1/2"

1' - 0"

UNIT B1.1

1/4" = 1'-0"

3' - 0 1/4"

8' - 6 1/2"

3' - 0 1/4"

1/4" = 1'-0"

5' - 10 3/4"

G4 4' - 6 1/2"

Acoustical Consultant: LONGMAN LINDSEY 200 WEST 41ST STREET SUITE 1100 NEW YORK, NY 10036 T: 212.315.6400

PROJECT TITLE:

EXTELL YONKERS - BUILDING C

29' - 6"

1' - 0 1/8"

2' - 5 1/2"

KITCHEN TYPE 2B

E4 11 1/2"

2' - 5 1/2"

Code Consultant: STEVEN WINTERS ASSOCIATES 307 SEVENTH AVENUE SUITE 1701 NEW YORK, NY 10001 T: 212.564.5800 Lighting Consultant: BEAM, LTD. 428 WEST WAVERLY ROAD GLENSIDE, PA 19038 T: 212.508.0900

1' - 10 1/4" .

BATH TYPE 1A

7 7/8"

3' - 11 1/2"

8' - 5 3/4"

1' - 10 1/4" .

BATH TYPE 1A

EQ-08A

7 7/8"

D2 5' - 1 1/8"

5' - 4 5/8"

3' - 11 1/2"

8' - 5 3/4"

KITCHEN TYPE 2B

3' - 9 7/8"

6' - 1"

6' - 1" 3' - 11 1/2"

7 7/8" . E4

BATH TYPE 1C

3' - 11 1/8"

EQ-08A

K6 1' - 10 1/4"

6' - 10 5/8"

29' - 6"

6' - 0 5/8"

F4 5' - 7 5/8"

5' - 4 5/8"

4' - 0"

2' - 4 3/4" F3

8' - 5 3/4"

5' - 2 1/2"

E4 F6

7' - 3 3/4"

3' - 10 1/2"

EQ-08A 3' - 9 7/8"

3' - 10 7/8"

6' - 1 5/8"

6' - 0" W4

F3 F1

3' - 9 1/4"

2' - 6 3/4" 19' - 4 3/8"

5' - 2 1/2"

29' - 6"

F3 E4

10' - 7 3/8"

11' - 7 3/8"

F9 3' - 9 7/8"

2' - 6 3/4" F3

5' - 7 1/2"

FOR ALL B1.1 UNITS, PROVIDE ADDITIONAL 5/8'' GYP.

19' - 4 3/8"

5' - 2 1/2"

W14

10' - 6 3/4"

11' - 6 3/4"

3' - 9 7/8"

5' - 4 1/2" W4.1

1' - 0"

B FOR ALL B1.9 UNITS, PROVIDE ADDITIONAL 5/8'' GYP.

23' - 0" 6' - 0"

W6.1

W14

6' - 1"

W4.1

3' - 10 7/8"

5' - 9 1/2"

6' - 10 5/8"

5' - 9 5/8"

1' - 0"

8' - 6 1/2"

RIVERSIDE DRIVE YONKERS, NY 10701

UNIT B1 1/4" = 1'-0"

PROJECT No: 65140 DRAWING TITLE:

UNIT PLANS EXTELL YONKERS

QUANTITY:

EXTELL YONKERS

BEDROOMS BATHS DEN BALCONY / PATIO

N/A

QUANTITY:

EXTELL YONKERS

BEDROOMS BATHS DEN BALCONY / PATIO

N/A

QUANTITY:

N/A

NSF

652 SF

NSF

668 SF

NSF

679 SF

GSF

715 SF

GSF

731 SF

GSF

679 SF

BALCONY / PATIO SF

63 SF

BALCONY / PATIO SF

63 SF

BALCONY / PATIO SF

N/A

TYP. FLOOR

BEDROOMS BATHS DEN BALCONY / PATIO

TYP. FLOOR

KEY PLAN

BATH TYPE 2A

UNIT B4

EXTELL YONKERS

1' - 0"

8 7/8"

BEDROOMS BATHS DEN BALCONY / PATIO

2' - 1 1/4"

2' - 7 7/8" 2' - 0 1/4"

QUANTITY:

29' - 6"

4' - 6 1/2"

1/4" = 1'-0"

EXTELL YONKERS

BEDROOMS BATHS DEN BALCONY / PATIO

UNIT B2

QUANTITY:

F3 6' - 7 3/4"

11 1/2"

11 1/2" G4

4' - 6 1/2"

1/4" = 1'-0"

EXTELL YONKERS

T-1

F4 KITCHEN TYPE 2B

UNIT B2.1

2' - 4 1/2" F4

8" G4

6' - 9 3/4"

BATH TYPE 2B

HUDSON RIVER

2' - 4 3/4"

KITCHEN TYPE 1C

8' - 5 3/4"

BATH TYPE 2B

1' - 10 1/4" .

2' - 9 3/4"

SEAL

11 1/2"

5' - 5 3/4"

BATH TYPE 2B

4' - 0" 7' - 6 7/8"

4' - 0"

EQ-08A

5' - 1 3/4"

3' - 0 1/2"

18' - 0 3/4"

29' - 6"

F6 E4

3' - 0 1/2"

5' - 2 3/4"

E4 EQ-08A

5' - 8 1/4"

7' - 6 7/8"

2' - 4 3/4"

28' - 6"

29' - 6"

3' - 8 3/4"

5' - 5 3/8"

6' - 6 3/4"

F4 F4

5' - 8 1/4"

5' - 4 3/4"

27' - 9 5/8"

20' - 4 3/8"

SCALE:

3RD AND TYP. FLOOR

As indicated

A-422 ISSUED FOR BID 11/16/2018

Bloomfield Apartments Bloomfield, NJ

Perkins Eastman Architects

NO.

DATE

18.0'

9.0'

37.8'

GEN.

STAIRS

STOP BAR

24.0'

STOP BAR

12.0 '

30.0'

18.6'

VAN

30.0 '

30.0'

Y D

STOP BAR

S89°11 '00"W 136.75 '

WALL

N 10°26'00" W 333.16'

BLOCK 97 LOT 55.01 137.8'

69.0'

470.40'

N79°34'00"E 1.66'

N 10° 26' 00" W 256'±

24.0'

N10°26'00"W

N89°39 '00"W

47.78'

20.3'

SITE PLAN

Y D

GEN.

BIKE RACK

STOP BAR

Y D

BIKE RACK

VAN

NORTH

GEN .

LEGEND

STOP BAR H

Y D

30.0'

AVE NUE

S2 5° 14

NAD83

88 .20 '

24.0'

BLOCK 97 LOT 1

9.7'

18.6'

31 °5 8'5 5" W

9. 0'

BUILDING D F.F. 154.0

Y D

62.6'

18 .0 '

ISSUE

'50 "W

ARL ING TON

STOP BAR

24.0'

DATE

BUILDING G F.F. 148.0

30.0'

113 .9'

NO.

Y D

VA N

41 .1 1'

410.10 '

RO VE W N ) U

28 .0 '

30.0'

STOP BAR

Parking Consu

VAN

9. 0'

24.0' 18 .0 '

STO P

BA R

15 12

18 .0 '

S BA R

Owner: ARLINGTON DEVELOPMENT 90 WOODBRIDGE CENTER DRIVE, SUITE 600 WOODBRIDGE, NJ 07095 Civil / Site: CASCINO ENGINEERING 1055 BLOOMFIELD AVENUE, WEST CALDWELL, NJ 07006

N85°12'43"E 11 .8 ' Y D

10 0. 00 ' 33.6'

475.10 ' 677 Washington Boulevard, Suite 101 Stamford, CT 06901 T. +1 203 251 7400 F. +1 203 251 7474

ONE MAC BLOOMFIE

G EN

S5 8° 01 '0 3" E

LOT 5

23.2'

G EN .

24 .0 '

RESIDENTS COMMUNITY CENTER F.F. 164.0

P:\69680\Design\BIM\_Models\BLOOMFIELD 2_CENTRAL 2018.rvt 9/26/2019 2:50:48 PM

BA R

BLOO

61 9. 60 '

.0 20

S00°21 "00"W

PROPOSED GUIDE RAIL

PUMP BLDG.

KEY PLAN

PROPOSED WALL PROPOSED FENCE (AS NOTED)

MAINT/ BUILDING w/ MANAGEMENT OFFICES F.F. 166.0

VA N

SIDEWALK (4' WIDE MINIMUM)

Y D

PROJECT TIT

Y D

VA N

35.00'

18.6'

67 9. 87 '

9 7

STO P

36.2'

LEGEND

31 °5 8'5 5" W

BLOC K 64 LOT 8

N89°3 9'00"W

24 .0 '

STO P

11 .6 '

30 .0 '

418.86'

24 .0 '

SIGN

WALKWAY (8' WIDE MINIMUM)

Owner: ARLINGTO 90 WOODBR WOODBRIDG Civil / Site: CASCINO E 1055 BLOOM WEST CALD Environmenta

SEAL

677 Stam T. +1 F. +1

Planning / Zon

BUILDING E F.F. 154.0 30 .0 '

PROPOSED FENCE (AS NOTED) PROPOSED GUIDE RAIL

BIKE RACK

PROPOSED WALL

Mechanical, E PETERSON 25 VAN ZANT NORWALK, C

10.6'

GEN.

(100')

78 .4 9'

18.6'

GEN.

AR LI N (5 GT 0' W ON ID 5

30.0'

23 .3 '

31 °5 8'5 5" W

BA R

RAILR OAD R OW

STAIRS

WALKWAY (8' WIDE MINIMUM) SIDEWALK (4' WIDE MINIMUM)

CORNERST 100 CRYSTA MIDDLETOW Structural: SEVEN24 C 119 BLACK S LEESBURG,

STO P

BLOCK LIMIT LINE

WALL

24.0'

B R IK AC E K

)

25.5'

Y D

BUILDING F2 F.F. 152.0

VAN

S07 °02'0 0"W 459.7

BUILDING F1 F.F. 153.0

STO P BAR

S89°4 0'42"E

86.9'

24.0'

7.66' MACA RTHU (50' W R AVEN UE IDE R OW

SIGN

BLOCK 62 LOT 1

30.0'

BLOCK 64 LOT 6

S31°24'25"E 19.73'

PROJECT

DRAWING TI

ARCH SITE SCALE:

ISSUED F

SEPTEMB

FIRST FLOOR CONSTRUCTION PLAN NO. 1 A-301

4' - 0 3/4"

25' - 9 1/4"

7' - 5"

4' - 7 1/2" 4' - 7 1/2"

7' - 5"

13' - 1"

12' - 2"

364' - 9 1/4"

25' - 3"

7' - 5"

4' - 7 1/2"

15' - 7 3/4"

7' - 5"

26' - 11 3/4"

20' - 9 3/4"

18' - 5 1/4"

1' - 6"

1 A-601

ISSUE

OVERALL LENGTH

8' - 6"

DATE

1 A-412

2 A-301

1 A-201

A-101

4 A-401

D106b

1' - 6"

STB-D-01b STAIR B

D106

UNIT B-11a

UNIT A-13a

D1112

D1110

UNIT B-12

UNIT B-15

J01

UNIT B-13a

D1116

J01

D1114

VESTIBULE

11' - 11"

D-STB-01

-1' - 7 1/4" D1118

EQ .

J02

13' - 0"

J02

C01

STORAGE

D-100

D101a

C02 C02

ROOF DRAIN RISERS 2' - 0"

ROOF DRAIN RISERS

C02 C02

RADON SYSTEM RISER

C02

ROOF DRAIN RISERS

STB-D-01a

C02 C02 ROOF DRAIN RISERS

D109 STORAGE

TRASH

D104

8 A-401

J02 .

SEAL

8' - 2"

J02

C01

J03

ELEV A

D101

UNIT B-11a

J01

UNIT A-13a

D102

D1119

J01

D1115

UNIT B-15 D1117

J01

3/4"

VESTIBULE

1' - 6"

D102

UNIT B-13

UNIT B-11

D1113

D1111

D105a

11' - 11"

TRASH

EQ PACKAGE RM

C01

1 A-401

5' - 6"

JAN CLO D104

D109 J02

J01

C04

C02

D101a

7' - 3 1/4"

ELEV B

J02

SHAFT LOCATION ABOVE

72' - 2"

C02

ROOF DRAIN RISERS

FEC

CORR

C02 C02

D108 D108

13' - 0"

J02

36' - 1"

8' - 2"

D106a

36' - 1"

J01

D105

A-101

10' - 1 1/2"

10' - 9"

24' - 9 1/4"

7' - 5"

4' - 7 1/2" 4' - 7 1/2"

7' - 5"

13' - 1"

12' - 2"

25' - 3"

7' - 5"

4' - 7 1/2" 4' - 7 1/2"

7' - 5"

25' - 3"

12' - 8 1/4"

8' - 6 3/4"

1' - 6"

18' - 5 1/4"

1' - 6"

677 Washington Boulevard, Suite 101 Stamford, CT 06901 T. +1 203 251 7400 F. +1 203 251 7474

11' - 9"

2' - 7 1/2"

KEY PLAN

1' - 6"

6 A-311

2 A-423

Owner: ARLINGTON DEVELOPMENT 90 WOODBRIDGE CENTER DRIVE, SUITE 600 WOODBRIDGE, NJ 07095 Civil / Site: CASCINO ENGINEERING 1055 BLOOMFIELD AVENUE, WEST CALDWELL, NJ 07006 Environmental:

BUILDING D - LEVEL 1 FLOOR PLAN (PART 2) 1/8" = 1'-0"

CORNERSTONE ENVIRONMENTAL GROUP 100 CRYSTAL RUN ROAD, SUITE 101 MIDDLETOWN, NY 10941 Structural: SEVEN24 CONSULTING, INC. 119 BLACK SPRINGS CIR SE LEESBURG, VA 20175

18' - 5 1/4"

1' - 6"

20' - 8 1/2"

12 A-201

7' - 5"

364' - 9 1/4"

OVERALL LENGTH 27' - 0 1/2"

15' - 7 3/4"

4' - 7 1/2"

7' - 5"

25' - 5"

13' - 7 1/2"

4' - 2"

8' - 6"

Mechanical, Electrical & Plumbing: PETERSON ENGINEERING GROUP 25 VAN ZANT STREET NORWALK, CT 06855

4' - 0 3/4"

1' - 6"

A-101

3 A-301 1 A-411

Planning / Zoning:

D106b

STA-D-01b

1' - 6"

STAIR A

11' - 11"

D-STA-01

Parking Consultant:

-1' - 6"

UNIT B-11

J01 UNIT B-12

GAS METERS

VESTIBULE

D1106

UNIT A-12

J01

D106

D1108

D1104

UNIT B-13a

4 A-401 D106a

8' - 2"

13' - 0"

5 A-401

2 A-203

J01

SHAFT LOCATION ABOVE

J02

STA-D-01a C04 VAPOR MITIGATION MONITORING BOX

72' - 2"

WATER/FIRE SERVICE RM D103

J02

C02

ROOF DRAIN RISERS

C02 C02

RADON SYSTEM RISER ROOF DRAIN RISERS

D103

C02 C02

FEC

36' - 1"

D1102

ROOF DRAIN RISERS

13' - 0"

PROJECT TITLE: J02

J02

BLOOMFIELD

ELEV B

8' - 2"

36' - 1"

ELEV A

ELECTRICAL ROOM

UNIT A-13

D1101

D107

D1103

J01

UNIT B-11

D1107 J01

PACKAGE RM

1' - 6"

D105a

D102

5' - 6"

J01

VESTIBULE D107

PROJECT No: 69680.00

BUILDING D - LEVEL 1 FLOOR PLAN

11 A-401

8' - 6 3/4"

37' - 11 1/4"

7' - 5"

4' - 7 1/2" 4' - 7 1/2"

7' - 5"

25' - 3" 1 A-202

BUILDING D - LEVEL 1 FLOOR PLAN (PART 1)

12' - 2"

20' - 6"

10' - 1 1/2"

A-101

18' - 5 1/4"

1' - 6"

1/8" = 1'-0"

1 A-401

DRAWING TITLE:

D102 D105

ONE MACARTHUR AVE. BLOOMFIELD, NJ

C01

UNIT B-11a

D1105

11' - 11"

GAS METERS

1' - 6"

P:\69680\Design\BIM\_Models\BLOOMFIELD 2_CENTRAL 2018.rvt 9/26/2019 12:44:04 PM

J02

UNIT B-13

2' - 7 1/2"

SCALE:

1/8" = 1'-0"

A-101 ISSUED FOR CONSTRUCTION SEPTEMBER 27, 2019

MATERIAL STUDIES

DESIGN SKETCH

FOUNDATION DETAILS NO.

RESIDENTIAL

Use Group Area per Occ

200 SF

R-2 Area

Occupancy

21887 SF

110

BUILDINGS CODE SUMMARY (CONTINUED)

5/8" THK. GYP. BD.

CHAPTER 9 - FIRE PROTECTION SYSTEMS (CONTINUED)

CHAPTER 24 - GLAZING (CONTINUED)

5 1/2" FOIL FACE BATT INSULATION

2015 INTERNATIONAL BUILDING CODE, NEW JERSEY STATE EDITION (NJAC 5:23-3.14) 2015 NATIONAL STANDARD PLUMBING CODE (NJAC 5:23-3.15) 2014 NATIONAL ELECTRIC CODE / NFPA 70 (NJAC 5:23-3.16) 2015 INTERNATIONAL ENERGY CONSERVATION CODE (NJAC 5:23-3.18) ASHRAE 90.1-2013 (NJAC 5:23-3.18) 2015 INTERNATIONAL MECHANICAL CODE (NJAC 5:23-3.20) 2015 INTERNATIONAL FUEL GAS CODE (NJAC 5:23-3.22) 2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ICC/ANSA A117.1-2009 (CHPATER 11 OF IBC/2019 & NJAC 5:23-7) AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) ELEVATOR CODE FAIR HOUSING ACT

906.3 FIRE EXTINGUISHER SIZE AND DISTRIBUTION.

CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION

AREA

Group Area per Occ

100 SF

1 SF

R-2 RESIDENTIAL OCCUPANCIES CONTAINING MORE THAN TWO DWELLING UNITS B BUSINESS (CLUBROOM BUILDING, PER IBC CHPATER 3 SECTION 303.1.1)

BUILDING D GSF CALCULATION

pancy Use

SINESS

Occupancy

BELOW LEVEL 1 (1/5 TOTAL FOOTING DEPTH, NOT TO EXCEED 2.5 FT)

24,636 SF

LEVEL 1 TO TOP OF FLAT ROOF*

24,636 SF

FLOOR TO FLOOR HT

VOLUME

1'-3 5/8"

32,078 CU FT

45'-1"

1,110,673 CU FT

CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY CHAPTER 5 - BUILDING HEIGHT AND AREA

CONSTRUCTION TYPE: MISC. ROOF STRUCTURES

VOLUME

TOTAL

8,973 SF

4'-0"

184 SF

8'-0"

35,892 CU FT 1,472 CU FT

509.1 INCIDENTAL ACCESSORY OCCUPANCIES WASTE COLLECTION ROOMS OVER 100 SF (1-HOUR SEPARATION OR AUTOMATIC FIREEXTINGUISHING SYSTEM REQUIRED)

*THIS HEIGHT IS TAKEN FROM THE 1ST FLOOR TOP OF SLAB ELVEL TO THE TOP OF THE AVERAGE ROOF ASSEMBLY. 125,788 CU FT

510.2 HORIZONTAL BUILDING SEPARATION ALLOWANCE - BUILDING SHALL BE CONSIDERED SEPARATE BUILDINGS FOR AREA LIMITATIONS, CONTINUITY OF FIRE WALL AND NUMBER OF STORIES PROVIDED THAT: 1. HORIZONTAL ASSEMBLY HAVING A MINUMUM 3-HOUR FIRE RESISTANCE SEPARATION 2. BUILDING BELOW HORIZONTAL ASSEMBLY IS OF TYPE 1 A CONSTRUCTION 3. SHAFT AND STAIRWAY ENCLOSURES THROUGH THE HORIZONTAL ASSEMBLY SHALL BE 2 HR. 4. BUILDINGS ABOVE HORIZONTAL ASSEMBLY SHALLBE PERMITTED TO HAVE MULTIPLE GROUP A USES WITH LESS THAN 300 OCCUPANTS OR GROUP B,M,R,OR S. 5. BUILDING BELOW HORIZONTAL ASSEMBLY SHALL BE PROTECTED WITH APPROVED AUTOMATICSPRINKLER SYSTEM 6. MAXIMUM BUILDING HT. SHALL NOT EXCEED THE LIMITS ON SECTION 504.3 MEASURED FROM THE GRADE PLANE

BUILDING E

137,896 CU FT

M THE SUB F.

B OCCUPANCY VA (FULLY SPRINKLERED) 72,000 SF 70 FT/ 4 STORIES

1,180,115 CU FT

98,544 SF (GSF)

12,108 CU FT

ALLOWABLE AREA: ALLOWABLE HEIGHT:

R OCCUPANCY VA (FULLY SPRINKLERED) 36,000 SF 70 FT/ 4 STORIES

Occupancy Use

RESIDENTIAL

Use Group Area per Occ

200 SF

R-2 Area

Occupancy

16276 SF

CHAPTER 6 - TYPES OF CONSTRUCTION

BUILDING E GSF CALCULATION

601 FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS FLOOR TO FLOOR HT

AREA

VOLUME

BELOW LEVEL 1 (1/5 TOTAL FOOTING DEPTH, NOT TO EXCEED 2.5 FT)

16,294 SF

1'-6"

24,441 CU FT

LEVEL 1 TO TOP OF FLAT ROOF*

16,294 SF

45'-1"

734,588 CU FT

6,853 SF

4'-0"

184 SF

8'-0"

MISC. ROOF STRUCTURES TOTAL

27,412 CU FT 1,472 CU FT 787,913 CU FT

98,544 SF (GSF)

*THIS HEIGHT IS TAKEN FROM THE 1ST FLOOR TOP OF SLAB ELVEL TO THE TOP OF THE AVERAGE ROOF ASSEMBLY.

BUILDING F1 AND F2 LEVELS 1 - 4 Occupancy Use

RESIDENTIAL

Use Group Area per Occ

200 SF

Area

20642 SF

Occupancy

104

BUILDING ELEMENT STRUCTURAL FRAME BEARING WALLS EXTERIOR INTERIOR NONBEARING WALLS AND PARTITIONS EXTERIOR INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION

R OCCUPANCY 1 HR

B OCCUPANCY 1 HR

1 HR 1 HR

SEE SEPARATION 0 HR 1 HR 1 HR

1 HR 1 HR

602 FIRE SEPARATION DISTANCE X < 10 10 ≤ X < 30' X ≥ 30'

R OCCUPANCY 1 HR 1 HR 0 HR

B OCCUPANCY 1 HR 1 HR 0 HR

CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES

703.7 FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY & PERMANENTLY IDENTIFIED W/ SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL: 1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES; 2. BE LOCATED WITHIN 15 FT OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND 3. INCLUDE LETTERING NOT LESS THAN 3 INCH IN HEIGHT AND 3/8 INCH STROKE IN CONTRACTING COLOR INCORPORATING THE SUGGESTED WORDING: "FIRE AND/OR SMOKE BARRIER--PROTECT ALL OPENINGS," OR OTHER WORDING. 705.3 BUILDINGS ON THE SAME LOT. EXCEPTION 1. TWO OR MORE BUILDINGS ON THE SAME LOT SHALL BE EITHER REGULATED AS SEPARATE BUILDINGS OR SHALL BE CONSIDERED AS PORTIONS OF ONE BUILDING IF THE AGGREGATE AREA OF SUCH BUILDINGS IS WITHIN THE LIMITS SPECIFIED IN CHAPTER 5 FOR A SINGLE BUILDING.

BUILDING F1 GSF CALCULATION

FLOOR TO FLOOR HT

VOLUME

BELOW LEVEL 1 (1/5 TOTAL FOOTING DEPTH, NOT TO EXCEED 2.5 FT)

20,641 SF 1'-10 13/16"

39,239 CU FT

LEVEL 1 TO TOP OF FLAT ROOF*

20,641 SF

45'-1"

930,565 CU FT

8,604 SF

4'-0"

34,416 CU FT

184 SF

8'-0"

1,472 CU FT

AREA

MISC. ROOF STRUCTURES TOTAL

1,005,692 CU FT

98,544 SF (GSF)

*THIS HEIGHT IS TAKEN FROM THE 1ST FLOOR TOP OF SLAB ELVEL TO THE TOP OF THE AVERAGE ROOF ASSEMBLY.

BUILDING F2 GSF CALCULATION AREA

VOLUME

BELOW LEVEL 1 (1/5 TOTAL FOOTING DEPTH, NOT TO EXCEED 2.5 FT)

20,641 SF

1'-6"

30,962 CU FT

LEVEL 1 TO TOP OF FLAT ROOF*

20,641 SF

45'-1"

930,565 CU FT

8,604 SF

4'-0"

34,416 CU FT

184 SF

8'-0"

1,472 CU FT

MISC. ROOF STRUCTURES TOTAL

997,415 CU FT

98,544 SF (GSF)

*THIS HEIGHT IS TAKEN FROM THE 1ST FLOOR TOP OF SLAB ELVEL TO THE TOP OF THE AVERAGE ROOF ASSEMBLY.

BUILDING G LEVELS 1 - 4 Occupancy Use

RESIDENTIAL

Use Group Area per Occ

200 SF

R-2 Area

20638 SF

Occupancy

104

BUILDINGS G GSF CALCULATION

FLOOR TO FLOOR HT

VOLUME

20,638 SF

1'-6"

30,957 CU FT

20,638 SF

45'-1"

930,430 CU FT

AREA

C:\REVIT LOCAL\BLOOMFIELD 2_CENTRAL 2018_p.rath779ZP.rvt 9/30/2019 11:41:31 AM

BELOW LEVEL 1 (1/5 TOTAL FOOTING DEPTH, NOT TO EXCEED 2.5 FT) LEVEL 1 TO TOP OF FLAT ROOF* MISC. ROOF STRUCTURES TOTAL

8,604 SF

4'-0"

184 SF

8'-0"

Occupancy Use

STORAGE

Use Group Area per Occ

S-1 Area

2942 SF

300 SF

Occupancy

713.4 FIRE-RESISTANCE RATING. SHAFT ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING 4 STORIES OR MORE, AND SHALL NOT BE LESS THEN THE FLOOR ASSEMBLY PENETRATED, BUT NEED NOT EXCEED 2 HOURS.

713.13.1 WASTE SHAFT ENCLOSURES SHALL NOT BE USED FOR ANY OTHER PURPOSE AND SHALL BE ENCLOSED IN ACCORADANCE WITH SECTION 713.4. OPENINGS TO SHAFTS FROM ACCESS ROOMS. OPENINGS TO CHUTES FROM CORRIDORS IS NOT PERMITTED. DOORS SHALL BE SELF CLOSING. 713.13.2 MATERIALS. SHAFT ENCLOSURE CONTAINING WASTE, RECYCLING, OR LINEN SHALL BE CONSTRUCTED OF MATERIALS AS PERMITTED BY THE BUILDING TYPE CONSTRUCTION. 713.13.3 CHUTE ACCESS ROOMS. ACCESS OPENINGS FOR WASTE CHUTES SHALL BE LOCATED IN ROOMS ENCLOSED BY NOT LESS THAN 1 HR. FIRE BARRIERS. OPENINGS INTO ACCESS ROOMS SHALL HAVE A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR. 713.13.4 CHUTE DISCHARGE ROOM. WASTE CHUTES SHALL DISCHARGE INTO AN ENCLOSED ROOM SEPERATED BY FIRE BARRIER & DOOR WITH A FIRE-RESISTANCE RATING NOT LESS THAN THE REQUIRED FIRE RATING OF THE SHAFT ENCLOSURE. WASTE CHUTES SHALL NOT TERMINATE IN AN INCINERATOR ROOM. MIN. FIRE DOOR RATING 3 HOURS 1.5 HOURS 1.5 HOURS 1 HOUR 45 MINUTES 20 MINUTES 45 MINUTES 45 MINUTES

718.3.2 DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING SPACES IN GROUP R-2 BUILDINGS WITH THREE OR MORE UNITS TO SUBDIVIDE FLOOR/CEILING ASSEMBLIES IN PRESCRIBED LOCATIONS. DRAFTSTOPPING SHALL BE LOCATED ABOVE AND IN LINE WITH THE DWELLING UNIT SEPARATIONS. EXCEPTION: 2. DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM (NFPA 13). 718.4.2 DRAFTSTOPPING IN ATTICS SHALL BE INSTALLED TO SUBDIVIDE ATTIC SPACE ABOVE AND IN LINE WITH THE DWELLING UNIT SEPARATIONS. EXCEPTION: 2. DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM (NFPA 13).

CHAPTER 9 - FIRE PROTECTION SYSTEMS

903.2.8 AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3 SHALL BE PROVIDED THROUGHOUT ALL BUILDINGS WITH A GROUP R FIRE AREA.

MAINTENANCE LEVEL 1 MAINTENANCE BUILDING GSF CALCULATION FLOOR TO MID-PT OF ROOF AREA

708.3 FIRE-RESISTANCE RATING. FIRE PARTITIONS SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS THAN 1 HOUR.

1,472 CU FT

*THIS HEIGHT IS TAKEN FROM THE 1ST FLOOR TOP OF SLAB ELVEL TO THE TOP OF THE AVERAGE ROOF ASSEMBLY.

VOLUME

BELOW LEVEL 1 (1/5 TOTAL FOOTING DEPTH, NOT TO EXCEED 2,5 FT)

2,950 SF

1'-1 3/16"

3,242 CU FT

LEVEL 1*

2,950 SF

14'-1"

41,546 CU FT

TOTAL

2,950 SF (GSF)

44,788 CU FT

*THIS HEIGHT IS TAKEN FROM THE SUB FLOOR TO THE MIDPOINT OF THE SLOPED ROOF.

907.2.9.1 A MANUAL FIRE ALARM SYSTEM THAT ACTIVATES THE OCCUPANT NOTIFICATION SYSTEM SHALL BE INSTALLED IN GROUP R-2 OCCUPANCIES. EXCEPTION: 2. MANUAL FIRE ALARM BOXES ARE NOT REQUIRED WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE W/ SECTION 907.2.11.2 SINGLE OR MULTIPLE-STATION SMOKE ALARMS SHALL BE INSTALLED & MAINTAINED IN GROUP R-2: 1. ON THE CEILING OR WALL OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 2. IN EACH ROOM USED FOR SLEEPING PURPOSES. 907.2.11.5 SMOKE ALARMS WITHIN AN INDIVIDUAL DWELLING UNIT SHALL BE INTERCONNECTED. 907.2.11.6 SMOKE ALARMS SHALL BE CONNECTED TO THE PRIMARY POWER AND SHALL BE EQUIPPED WITH A BATTERY BACKUP OR BE CONNECTED TO AN EMERGENCY POWER SYSTEM. 907.5.2.3 VISIBLE ALARM NOTIFICATION SHALL BE PROVIDED IN PUBLIC AND COMMON AREAS. DWELLING UNITS SHALL BE PROVIDED WITH THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES. CHAPTER 10 - MEANS OF EGRESS

1004.1 MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT FUNCTION OF SPACE FLOOR AREA PER OCCUPANT RESIDENTIAL 200 SF GROSS PARKING GARAGES 200 SF GROSS 1005.1 MINIMUM REQUIRED EGRESS WIDTH STAIRWAYS 0.3" PER OCCUPANT OTHER 0.2" PER OCCUPANT 1006.2.1 MINIMUM NUMBER OF EXITS:OCCUPANT LOAD PER STORY OF 1-500 REQUIRES 2 EXITS. COMMON PATH OF EGRESS TRAVEL: GROUP R-2 OCCUPANCY PROTECTED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM (NFPA 13 or 13R) SHALL NOT EXCEED 125 FEET. GROUP S OCCUPANCY PROTECTED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM (NFPA 13) SHALL NOT EXCEED 100 FEET. TWO MEANS OF EGRESS ARE REQUIRED FROM SPACES WHEN THE MAXIMUM OCCUPANT LOAD EXCEEDS 10 IN GROUP R OCCUPANCIES AND EXCEEDS 29 IN GROUP S OCCUPANCIES. EXCEPTION 1: ONE MEANS OF EGRESS IS PERMITTED WHERE THE BUILDING IS EQUIPPED THROUGHT WITH AN AUTOMATIC SPRINKLER SYSTEM (NFPA13 OR 13R) AND THE COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 125 FT. 1007.1.1 WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM (NFPA 13 OR 13R), THE SEPARATION DISTANCE OF THE EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN 1/3 THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. 1009.1 AN ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED FROM ANY ACCESSIBLE SPACE. WHERE TWO MEANS OF EGRESS ARE REQUIRED, NOT LESS THAN 2 ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED. 1009.2 BUILDINGS WITH 4 OR MORE STORIES: AT LEAST ONE REQUIRED ACCESSIBLE MEANS OF EGRESS MUST BE AN ELEVATOR IF THERE ARE 4 OR MORE LEVELS ABOVE THE LEVEL OF DISCHARGE.

903.2.10 GROUP S-2 ENCLOSED PARKING GARAGES. AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT BUILDINGS CLASSIFIED AS ENCLOSED PARKING GARAGES WHERE THE ENCLOSED PARKING GARAGE IS LOCATED BENEATH OTHER GROUPS. 903.3.1.1 NFPA 13 SPRINKLER SYSTEM IN PARKING GARAGE AND APARTMENT BUILDING. SPRINKLERS SHALL BE INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13. 903.3.1.2.1 BALCONIES AND DECKS. SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXTERIOR BALCONIES, DECKS AND GROUND FLOOR PATIOS OF DWELLING UNITS WHERE THE BUILDING IS OF TYPE V CONSTRUCTION, PROVIDED THERE IS A ROOF OR DECK ABOVE. SIDEWALL SPRINKLERS THAT ARE USED TO PROTECT SUCH AREAS SHALL BE PERMITTED TO BE LOCATED SUCH THAT THEIR DEFLECTORS ARE WITHIN 1 INCH (25 MM) TO 6 INCHES (152 MM) BELOW THE STRUCTURAL MEMBERS AND A MAXIMUM DISTANCE OF 14 INCHES (356 MM) BELOW THE DECK OF THE EXTERIOR BALCONIES AND DECKS THAT ARE CONSTRUCTED OF OPEN WOOD JOIST CONSTRUCTION. 903.3.2A QUICK-RESPONSE OR RESIDENTIAL AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN DWELLING UNITS IN GROUP R. 906.2 PORTABLE FIRE EXTINGUISHERS SHALL BE SELECTED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH THIS SECTION AND NFPA 10.

1106.5 FOR EVERY 6 OR FRACTION OF ACCESSIBLE PARKING SPACES, AT LEAST ONE SHALL BE VAN-ACCESSIBLE PARKING SPACE. 1106.6 ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE ENTRANCE 1107.2 DWELLING UNITS REQUIRED TO BE ACCESSIBLE UNITS, TYPE A UNITS OR TYPE B UNITS SHALL COMPLY WITH THE APPLICABLE PORTION OF CHAPTER 10 OF ICC A117.1

NON-SHRINK GROUT FILL CAVITY

1' - 0"

PROTECTION BOARD FOUNDATION WATER PROOFING CONCRETE FOOTING, REFER TO STRUCTURAL DWGS.

2015 INTERNATIONAL ENERGY CONSERVATION CODE

STORM DRAINAGE SYSTEM, REFER TO CIVIL DWGS.

BUILDINGS ARE CATEGORIZED AS COMMERCIAL AND THEREFORE REQUIRED TO MEET COMMERCIAL ENERGY CODE REQ'TS. C301.1

TABLE C301.3(2) C302

VARIES

HUDSON COUNTY CLIMATE ZONE 4A HEATING DEGREE DAYS (65°) COOLING DEGREE DAYS (50°)

SEE STRUCTURAL DWG.

≤ 5400º F ≤ 4500º F

DESIGN CONDITIONS - MAXIMUM HEATING OF 72º F AND MINIMUM COOLING OF 75º F.

TABLE C402.1.3

SEAL

BUILDING ENVELOPE REQUIREMENTS - OPAQUE ASSEMBLIES REQUIRED PROVIDED

APARTMENT ATTIC INSULATION MASS WALL WOOD FRAMED WALL METAL FRAMED WALL HEATED SLAB ON GRADE

TABLE C402.4 BUILDING ENVELOPE REQUIREMENTS - FENESTRATION U-FACTOR FIXED FENESTRATION U-0.38 OPERABLE FENESTRATION U-0.45 ENTRANCE DOORS U-0.77 SHGC PROJECTION FACTOR<0.2 SOUTH, EAST, WEST = 0.40 NORTH = 0.53

5/8" THK. GYP. BD. 5 1/2" FOIL FACE BATT INSULATION

5 1/2"

3 5/8"

2X6 WOOD STUD PER STRUCTURAL DWGS. 7/16" OSB SHEATHING COLD FLUID APPLIED VAPOR PERMEABLE MEMBRANE

PLAN 2" RIGIDKEY INSULATION

CAVITY DRAINAGE NETTING STONE BASE

CONCRETE SLAB, REFER TO STUCT. DWGS.

If = [F / P - 0.25 ] W / 30

Aa = [At + (NS x If)]x

PROPOSED AREA

PER 2015 IBC CODE INTERPRETATION 03-17 CONSTRUCTION TYPE:

R OCCUPANCY VA (FULLY SPRINKLERED)

B OCCUPANCY VA (FULLY SPRINKLERED)

ALLOWABLE AREA: ALLOWABLE HEIGHT:

36,000 SF 70 FT/ 4 STORIES

72,000 SF 70 FT/ 4 STORIES

BUILDING D FRONTAGE: Aa=[At + (NS x If) x Sa =[36,000 + (12,000 x 0.1674) x 4 = 44,035 If=[F/P -0.25]W/30 =[364'/872' - 0.25] 30/30 = 0.1674

VAPOR BARIER

0.32

ALLOWABLE

BUILDING AREA MODIFICATION

1 1/2" = 1'-0"

U-0.33 U-0.33 U-0.33

APARTMENT BUILDING - CONSTRUCTION TYPE VA

FRONTAGE INCREASE <506.3>

DETAIL AT WATER TABLE & DIMISING WALL - GRADE

R-38 / U-0.027 R-38 R-11.4ci / U-0.090 R-12 R-13+R-7.5ci or R-20 / U-0.064 R-20 R-13+R-7.5ci / U-0.064 R-13+R-7.5ci R-15 24" BELOW

SELF ADHERED FLASHING BRICK WEEP AT 24" O.C.

677 Washington Boulevard, Suite 6" 101 MIN. GRAVEL BASE Stamford, CT 06901 REFER TO STRUCT. DWGS. T. +1 203 251 7400 F. +1 203 251 7474

PROVIDED

Owner: ARLINGTON DEVELOPMENT 90 WOODBRIDGE CENTER DRIVE, SUITE 600 WOODBRIDGE, NJ 07095 Civil / Site: CASCINO ENGINEERING 1055 BLOOMFIELD AVENUE, WEST CALDWELL, NJ 07006 Environmental:

SIDW WALK OR FINISG GRADE, REFER TO CIVIL DWGS. ALUMINUM FLASHING

1" 2"

1/2" EXPANSION FILLER 6" GRAVEL BASE

5" 1' - 0"

NON-SHRINK GROUT FILL CAVITY

PROTECTION BOARD FOUNDATION WATER PROOFING CONCRETE FOOTING, REFER TO STRUCTURAL DWGS.

Mechanical, Electrical & Plumbing: PETERSON ENGINEERING GROUP 25 VAN ZANT STREET NORWALK, CT 06855

STORM DRAINAGE SYSTEM, REFER TO CIVIL DWGS.

Planning / Zoning:

677 W Stamf T. +1 F. +1

SILL SEAL PLATE GASKETING

CORNERSTONE ENVIRONMENTAL GROUP 100 CRYSTAL RUN ROAD, SUITE 101 MIDDLETOWN, NY 10941 Structural: SEVEN24 CONSULTING, INC. 119 BLACK SPRINGS CIR SE LEESBURG, VA 20175

Owner: ARLINGTON 90 WOODBRID WOODBRIDG Civil / Site: CASCINO EN 1055 BLOOMF WEST CALDW Environmental:

CORNERSTO 100 CRYSTAL MIDDLETOWN Structural: SEVEN24 CO 119 BLACK SP LEESBURG, V

Mechanical, Ele PETERSON 25 VAN ZANT NORWALK, C

Planning / Zonin

VARIES SEE STRUCTURAL DWG.

Parking Consultant:

BUILDING G FRONTAGE: Aa=[At + (NS x If) x Sa =[36,000 + (12,000 x 0.1687) x 4 = ----If=[F/P -0.25]W/30 =[340'/812' - 0.25] 30/30 = 0.1687

Parking Consul

DETAIL AT WATER TABLE & STONE-GRADE 1 1/2" = 1'-0"

5/8" THK. GYP. BD. 5 1/2" FOIL FACE BATT INSULATION

TYPICAL BUILDING SECTION

3 5/8"

2X6 WOOD STUD PER STRUCTURAL DWGS. 7/16" OSB SHEATHING

VAPOR BARIER

1107.6.2.2 APARTMENT HOUSES, MONASTERIES AND CONVENTS. TYPE B UNITS SHALL BE PROVIDED IN APARTMENT HOUSES, MONASTERIES AND CONVENTS IN ACCORDANCE WITH SECTION 1107.6.2.2.1.

COLD FLUID APPLIED VAPOR PERMEABLE MEMBRANE

2" RIGID INSULATION

CAVITY DRAINAGE NETTING

CONCRETE SLAB, REFER TO STUCT. DWGS.

1107.6.2.2.1 TYPE B UNITS. WHERE THERE ARE FOUR OR MORE DWELLING UNITS OR SLEEPING UNITS INTENDED TO BE OCCUPIED AS A RESIDENCE IN A SINGLE STRUCTURE, EVERY DWELLING UNIT AND SLEEPING UNIT INTENDED TO BE OCCUPIED AS A RESIDENCE SHALL BE A TYPE B UNIT.

1107.2.2 TYPE B UNIT TOILET AND BATHING FACILITIES. AT LEAST ONE TOILET AND BATHING FACILITY IN THE DWELLING OR SLEEPING UNIT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOILET AND BATHING FACILITIES REQUIREMENTS OF SECTION 1003.11 OF ICC/ANSI A117.1 (TYPE A UNIT TOILET AND BATHING FACILITIES).

1/2" EXPANSION FILLER 6" GRAVEL BASE

1107.3 ACCESSIBLE SPACES: ROOMS OR SPACES AVAILABLE TO RESIDENTS SHALL BE ACCESSIBLE.

1107.2.1 TYPE B UNIT DOORS. CLEAR WIDTH AND MANEUVERING CLEARANCES REQUIRED BY SECTIONS 404.2.2 AND 404.2.3 OF ICC/ANSI A117.1 SHALL BE PROVIDED AT THE PRIMARY ENTRANCE DOOR TO THE DWELLING OR SLEEPING UNIT AND AT ALL OTHER DOORS WITHIN THE DWELLING OR SLEEPING UNIT MEANT FOR HUMAN PASSAGE.

ALUMINUM FLASHING

1" 2"

ENERGY EFFICIENCY REQUIREMENTS

At = 36,000 SF NS = 12,000 SF

1106.2 AT LEAST TWO PERCENT OF PARKING IN R-2 OCCUPANCIES SHALL BE ACCESSIBLE. WHERE PARKING IS PROVIDED WITHIN OR BENEATH A BUILDING, ACCESSIBLE PARKING SHALL ALSO BE PROVIDED WITHIN OR BENEATH THE BUILDING.

SIDW WALK OR FINISG GRADE, REFER TO CIVIL DWGS.

ENERGYSTAR

4 STORIES

CHAPTER 11 - ACCESSIBILITY

BRICK WEEP AT 24" O.C.

BUILDING PERFORMANCE CERTIFICATIONS

ALLOWABLE AREA FACTOR <506.2>

1030.1 EMERGENCY ESCAPE AND RESCUE OPENINGS ARE NOT REQUIRED.

STONE BASE OR BRICK VENEER SELF ADHERED FLASHING

3006.2 ENCLOSED ELEVATOR LOBBIES ARE NOT REQUIRED WHERE THE BUILDING IS PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM (NFPA 13 OR 13R), DOES NOT CONTAIN I-1, I-2 OR I-3 OCCUPANCIES, AND HOISTWAY IS LESS THAN 75 FEET IN HEIGHT.

ALLOWABLE STORIES <504.4>

1023.2 EXIT ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOUR WHERE CONNECTING FOUR OR MORE STORIES, INCLUDING ANY BASEMENTS.

CAVITY DRAINAGE NETTING

SILL SEAL PLATE GASKETING

CHAPTER 30 - ELEVATORS AND CONVEYING SYSTEMS

1009.4 ELEVATORS THAT ARE PART OF AN ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF SECTION 2.27 OF ASME A17.1. EXCEPTION 2: AN AREA OF REFUGE IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM (NFPA 13 OR 13R).

1020.4 EXIT ACCESS SHALL BE ARRANGED SO THERE ARE NO DEAD ENDS IN CORRIDORS MORE THAN 50 FEET IN LENGTH IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM (NFPA 13).

COLD FLUID APPLIED VAPOR PERMEABLE MEMBRANE

6" MIN. GRAVEL BASE REFER TO STRUCT. DWGS.

2603.4.1 THERMAL BARRIER NOT REQUIRED IN A MASONRY OR CONCRETE WALL FLOOR OR ROOF SYSTEM WHERE THE FOAM PLASTIC INSULATION IS COVERED ON EACH FACE BY A MINIMUM OF 1 INCH THICKNESS OF MASONRY OR CONCRETE.

70 FT

1020.2 CORRIDOR WIDTH SHALL BE NOT LESS THAN 44". 36" WHERE OCCUPANT LOAD IS LESS THAN 50.

2X6 WOOD STUD PER STRUCTURAL DWGS.

CONCRETE SLAB, REFER TO STUCT. DWGS.

2603.4 THERMAL BARRIER: FOAM PLASTIC SHALL BE SEPARATED FROM THE INTERIOR OF BUILDING BY AN APPROVED THERMAL BARRIER OF .5" GYPSUM WALL BOARD OR EQUIVALENT THERMAL BARRIER MATERIAL THAT WILL LIMIT THE AVERAGE TEMPERATIRE RISE OF THE UNEXPOSED SURFACE TO NOT MORE THAN 205 DEGREES FERINHEIT AFTER 15 MINUTES OF FIRE EXPOSURE.

ALLOWABLE HEIGHT <504.3>

1020.1 CORRIDOR FIRE RESISTANCE RATING: GROUP R OCCUPANCIES WITH AUTOMATIC SPRINKLER SYSTEM 0.5 HOURS GROUP S OCCUPANICES WITH AUTOMATIC SPRINKLER SYSTEM 0 HOURS

3 5/8"

DATE

7/16" OSB SHEATHING

2603.3 SURFACE-BURNING CHARACTERISTICS: UNLESS OTHERWISE INDICATED, FOAM PLASTIC INSULATION AND FOAM PLASTIC CORES SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 75 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED IN THE MAZIMUM THICKNESS INTENDED FOR USE IN ACCORDANCE WITH ASTM E84.

BUILDING HEIGHT & AREA

1009.8 A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR ABOVE THE LEVEL OF EXIT DISCHARGE.

VAPOR BARIER

CHAPTER 26 - PLASTIC

1009.3 ACCESSIBLE EXIT STAIRWAY: IN ORDER TO BE CONSIDERED AN ACCESSIBLE MEANS OF EGRESS, AN EXIT STAIRWAY SHALL HAVE A CLEAR WIDTH OF 48" BETWEEN HANDRAILS AND SHALL INCORPORATE AN AREA OF REFUGE. EXCEPTION 2: THE CLEAR WIDTH OF 48" IS NOT REQUIRED IN BUILDINGS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM (NFPA 13 OR 13R). EXCEPTION 3: AREAS OF REFUGE ARE NOT REQUIRED AT EXIT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM (NFPA 13 OR 13R).

1017.2 EXIT ACCESS TRAVEL DISTANCE: GROUP R OCCUPANCIES WITH AUTOMATIC SPRINKLER SYSTEM 250 FEET GROUP S-2 OCCUPANCIES WITH AUTOMATIC SPRINKLER SYSTEM 400 FEET

34,316 CU FT 997,175 CU FT

98,544 SF (GSF)

907.2.9FIRE ALARM AND SMOKE ALARMS SHALL BE INSTALLED IN GROUP R-2 OCCUPANCIES IN ACCORDANCE WITH THIS SECTION.906.3 FIRE EXTINGUISHER SIZE AND DISTRIBUTION. LOW HAZARD OCCUPANCY MINIMUM RATED SINGLE EXTINGUISHER 2-A MAXIMUM FLOOR AREA PER UNIT OF A 3,000 SF MAXIMUM FLOOR AREA PER EXTINGUISHER 11,250 SF MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER 75 FT

5 1/2"

2406.4 HAZARDOUS LOCATIONS (CONTINUED...) 7. GLAZING IN AN INDIVIDUAL OR FIXED PANEL...WHICH MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1. EXPOSED AREA GREATER THAN 9 SF. 7.2. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR 7.3. EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR 7.4. ONE OF MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY. 8. GLAZING IN GUARDRAILS AND HANDRAILS.

1009.3 HEADROOM: STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80"

708.1 THE FOLLOWING WALL ASSEMBLIES SHALL BE FIRE PARTITIONS: 1. WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING 3. CORRIDOR WALLS REQUIRED BY SECTION 1020.1

716.5 FIRE DOOR AND SHUTTER ASSEMBLIES TYPE OF ASSEMBLY REQ'D ASSEMBLY RATING FIRE WALLS / FIRE BARRIERS 2 HOURS 2 HOURS 1.5 HOURS FIRE BARRIERS SHAFTS AND EXIT ENCLOSURES 1 HOUR OTHER FIRE BARRIERS 1 HOUR FIRE PARTITIONS CORRIDOR WALLS 1 HOUR OTHER FIRE PARTITIONS 1 HOUR EXTERIOR WALLS 1 HOUR

LOW HAZARD OCCUPANCY 2-A 3,000 SF 11,250 SF 75 FT

1011.1 EXIT STAIRWAYS: THE WIDTH OF STAIRWAYS SHALL NOT BE LESS THAN 44". STAIRWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 50 SHALL HAVE A WIDTH NOT LESS THAN 36"

705.8 OPENINGS IN EXTERIOR WALLS. UNPROTECTED, SPRINKLERED SEPARATION DISTANCE ALLOWABLE AREA < 3' NOT PERMITTED 3' TO ≤ 5' 15% 5' TO ≤10' 25% 10' TO ≤15' 45% 15' TO ≤20' 75% 20' OR GREATER NO LIMIT

713.13 WASTE AND LINEN CHUTES & INCINERATOR ROOMS. SHALL COMPLY WITH NFPA 82 CHAPTER 5 AND SHALL MEET THE REQUIREMENTS OF SECTIONS 713.13.1 THROUGH 713.13.6.

FLOOR TO FLOOR HT

MINIMUM RATED SINGLE EXTINGUISHER MAXIMUM FLOOR AREA PER UNIT OF A MAXIMUM FLOOR AREA PER EXTINGUISHER MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER

BUILDING D

Occupancy Use

NO.

ISSUE

BUILDINGS CODE SUMMARY (CONTINUED)

APPLICABLE CODES

USE LEVEL 1

DATE

BUILDING CODE SUMMARY

BUILDING AREA CALCULATIONS

BRICK SELF ADHERED FLASHING SILL SEAL PLATE GASKETING BRICK WEEP AT 24" O.C.

6" MIN. GRAVEL BASE REFER TO STRUCT. DWGS. PROJECT TITLE:

SIDW WALK OR FINISG GRADE, REFER TO CIVIL DWGS.

BLOOMFIELD

STAINLESS STEEL

PROJECT TITL

BLOO

1/2" EXPANSION FILLER 6" GRAVEL BASE

1109.7 ELEVATORS: PASSENGER ELEVATORS ON AN ACCESSIBLE ROUTE SHALL BE ACCESSIBLE.

NON-SHRINK GROUT FILL CAVITY

1109.9 WHERE STORAGE LOCKERS ARE PROVIDED, AT LEAST 5% SHALL COMPLY WITH ICC A117.1. CHAPTER 23 - WOOD

ONE MACARTHUR AVE. BLOOMFIELD, NJ

2303.2 MINIMUM STANDARDS AND QUALITY - FIRE-RETADANT-TREATED WOOD: TESTED IN ACCORDANCE WITH (ASTM E 84), A LISTED FLAME SPREAD INDEX OF 25 OR LESS AND SHOW NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN THE TEST IS CONTINUED FOR AN ADDITIONAL 20-MINUTE PERIOD. INADDITION, THE FLAME FRONT SHALL NOT PROGRESS MORE THAN 10.5 FEET BWYOND THE CENTERLINE OF THE BURNERS AT ANY TIME DURING THE TEST.

PROJECT No: 69680.00

CHAPTER 24 - GLAZING

DRAWING TITLE:

2303.4 INTERIOR GLAZED AREAS. WHERE INTERIOR GLAZING IS INSTALLED ADJACENT TO A WALKING SURFACE, THE DIFFERENTIAL DEFLECTION OF TWO ADJACENT UNSUPPORTED EDGES SHALL NOT BE GREATED THAN THE THICKNESS OF THE PANELS WHEN A FORCE OF 50 POUNDS PER LINEAR FOOT IS APPLIED HORIZONTALLY TO ONE PANEL AT ANY POINT UP TO 42 INCHES ABOVE THE WALKING SURFACE. 2406.4 HAZARDOUS LOCATIONS. THE FLOOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS REQUIRING SAFETY SLAVING MATERIALS: 1. GLAZING IN SWINGING DOORS. 4. GLAZING IN UNFRAMED SWINING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR SHOWERS. SLAXING IN ANY PORTION OF A BUILDINGS WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE IS LESS THAN 60" ABOVE A STANDING SURFACE. 6. GLAZING IN AN INDIVIDUAL FIXED OF OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24 ICH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A SLOCSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE.

PROTECTION BOARD FOUNDATION WATER PROOFING

ONE MACA BLOOMFIE

PROJECT N CONCRETE FOOTING, REFER TO STRUCTURAL DWGS.

CODE ANALYSIS

STORM DRAINAGE SYSTEM, REFER TO CIVIL DWGS.

DRAWING TIT

FOUN DETA

VARIES SEE STRUCTURAL DWG. SCALE:

As indicated

SCALE:

LS-001

DETAIL AT WATER TABLE & BRICK - GRADE

1 1/

ISSUED FOR CONSTRUCTION 1

ISSUED FO

SEPTEMBER 27, 2019

SEPTEMBE

1 1/2" = 1'-0"

ELEVATOR PLANS, SECTIONS, AND DETAILS

EMERGENCY ALARM

NOTES:

- ALL WELDS TO BE GROUND SMOOTH - PAINT METAL FLAT WHITE

ELEVATOR PIT LADDER ELEVATOR PIT LADDER 9 1/2" = 1'-0" 1/2" = 1'-0"

3' - 6" FRONT ENTRANCE

EXTERIOR WALL TYPE (EW10) - SEE DETAIL 4/ A-004

2HR RATED ROOF ASSEMBLY TYPE (RC-3) - SEE DETAIL 6/ A-003

HOIST BEAM SEE STRUCTURAL DWGS AND COORDINATE W/ ELEVATOR MANUFACTURER

5 A-506

Typ

5 A-506

GENERAL NOTE: FOR HOISTWAY BEAM AND RAILS SIZES AND LOCATIONS - SEE STRUCTURAL DRAWINGS AND ELEVATOR SHOP DRAWINGS.

2HR RATED ROOF ASSEMBLY TYPE (RC-3) - SEE DETAIL 6/ A-003

4 HOIST BEAM A-421 SEE STRUCTURAL DWGS AND COORDINATE W/ ELEVATOR MANUFACTURER

HOIST BEAM SEE STRUCTURAL DWGS AND COORDINATE W/ ELEVATOR MANUFACTURER 5 A-421

EXTERIOR WALL TYPE (EW10) EXTERIOR SEE DETAIL 4/ A-004WALL TYPE (EW10) - SEE DETAIL 4/ A-004

Typ

46' - 0 1/2"

TYP. ELEVATORS LEVEL 1

SCALE:

ISSUED FOR CONSTRUCTION

BLDG G -ELEVATOR BLDG SECTION G -ELEVATOR SECTION 6 1/4" = 1'-0" 1/4" = 1'-0"

MINIMUM TOTAL CLEAR HEIGHT

12' - 11" 7' - 0" DOOR 7' - 0" DOOR

10' - 8"

12' - 11"

MINIMUM TOTAL CLEAR HEIGHT

7' - 0" DOOR

36" x 36" x 36" SUMP PIT

10' - 8"

33' - 1 1/2"

TRAVEL DISTANCE

11' - 9 1/2"

11' - 9 1/2" H02 T.O. TOPPING C01 BLDG DEF - LEVEL 2 T.O. SHEATHING 11' - 8"

BLDG DEF - LEVEL 1 T.O. SLAB 0"

5' - 0" ELEVATOR PIT

7' - 0" DOOR 36" x 36" x 36" SUMP PIT

TYP

22' - 5 1/2" T.O. TOPPING 1/4" = 1' BLDG DEF - LEVEL 3 T.O. SHEATHING 22' - 4"

COORDINATE W/ ELEVATOR MANUFACTURER

5' - 0"

BLDG DEF - LEVEL 1 T.O. SLAB 0"

ELEVATOR PIT

BLDG DEF - LEVEL 1 T.O. SLAB 0"

36" x 36" x 36" SUMP PIT

D102

5' - 0"

36" x 36" x 36" SUMP PIT

11' - 9 1/2" T.O. TOPPING BLDG DEF - LEVEL 2 T.O. SHEATHING 11' - 8"

11' - 9 1/2"

11' - 9 1/2" T.O. TOPPING BLDG DEF - LEVEL 2 T.O. SHEATHING 11' - 8"

PACKAGE RM

BLDG G - LEVEL 1 -6' - 0"

As indicated

A-421

11' - 9 1/2" T.O. TOPPING BLDG DEF - LEVEL 2 T.O. SHEATHING 11' - 8"

ELEVATOR PIT

36" x 36" x 36" SUMP PIT

BLDG G - LEVEL 1 -6' - 0"

5' - 0" ELEVATOR PIT

4' - 1 3/4"

4' - 3 1/4"

6' - 11"

11' - 9 1/2"

PROJECT No: 69680.00

ELEVATORS ENLARGED PLANS & SECTIONS

PACKAGE RM

COORDINATE W/ ELEVATOR MANUFACTURER

17' - 4" M.O.

CLEAR WIDTH

M.O.

3' - 9"

CLEAR OPENING

1' - 6 1/2" 3' - 9"

CLEAR OPENING

4 A-421

5' - 9 1/2" T.O. TOPPING BLDG G - LEVEL 2 T.O. SHEATHING 5' - 8"

33' - 1 1/2" T.O. TOPPING BLDG DEF - LEVEL 4 T.O. SHEATHING 33' - 0"

22' - 5 1/2" T.O. TOPPING

7' - 0" DOOR

10' - 8"

D202

33' - 1 1/2"

TELECOM/DATA

SUB-002

BLDG DEF - LEVEL 3 T.O. SHEATHING 22' - 4"

TRAVEL DISTANCE

D202

10' - 8"

TELECOM/DATA

33' - 1 1/2"

10' - 8"

33' - 1 1/2"

TRAVEL DISTANCE

10' - 8"

22' - 5 1/2" T.O. TOPPING BLDG DEF - LEVEL 3 T.O. SHEATHING 22' - 4"

D102

ONE MACARTHUR AVE. BLOOMFIELD, NJ

DRAWING TITLE:

CLEAR WIDTH

1/4" = 1'-0"

22' - 5 1/2" T.O. TOPPING BLDG DEF - LEVEL 3 T.O. SHEATHING 22' - 4"

5' - 9 1/2" T.O. TOPPING

BLOOMFIELD

ELEV A

16' - 5 1/2" T.O. TOPPING BLDG G - LEVEL 3 T.O. SHEATHING 16' - 4"

BLDG G - LEVEL 2 T.O. SHEATHING 5' - 8"

5' - 0" ELEVATOR PIT

4' - 3 1/4" 1' - 9 1/2" 3' - 6"

SB/CO

H02 E01

16' - 5 1/2" T.O. TOPPING

BLDG DEF - T.O. PLATE 42' - 1"

33' - 1 1/2" T.O. TOPPING

7' - 0" DOOR

D302

BLDG G - LEVEL 3 T.O. SHEATHING 16' - 4"

PROJECT TITLE:

ELEV B

HOIST BEAM SEE STRUCTURAL DWGS AND COORDINATE W/ ELEVATOR MANUFACTURER

BLDG DEF - LEVEL 4 T.O. SHEATHING 33' - 0"

7' - 0" DOOR

TELECOM/DATA

TRAVEL DISTANCE

D302

SUB-002

33' - 1 1/2" T.O. TOPPING BLDG DEF - LEVEL 4 T.O. SHEATHING 33' - 0"

7' - 0" DOOR

TELECOM/DATA

SUB-002

E02 H02

SB/CO

T.O. SLAB 0"

33' - 1 1/2"

DIVIDING BEAM - SEE STRUCTURAL DWGS

TRAVEL DISTANCE

1/4" = 1'-0"

H02 C01

EATHING 11' - 8"

1/4" = 1'

2HR RATED ROOF ASSEMBLY TYPE (RC-3) - SEE DETAIL 6/ A-003

BLDG DEF - T.O. PLATE 42' - 1"

10' - 8"

12' - 11"

33' - 1 1/2" T.O. TOPPING BLDG DEF - LEVEL 4 T.O. SHEATHING 33' - 0"

T.O. TOPPING BLDG G - LEVEL 4 T.O. SHEATHING 27' - 0"

10' - 8"

D401

10' - 8"

27' - 1 1/2"

CONT RM SUB-002

BLDG DEF - T.O. PLATE 42' - 1"

33' - 1 1/2"

27' - 1 1/2" T.O. TOPPING

10' - 8"

D401

BLDG DEF - T.O. PLATE 42' - 1"

MINIMUM TOTAL CLEAR HEIGHT

CONT RM SUB-002

BLDG G - LEVEL 4 T.O. SHEATHING 27' - 0"

COORDINATE W/ ELEVATOR MANUFACTURER

11' - 9 1/2" TOPPING

TYP

46' - 0 1/2"

11' - 9 1/2"

Mechanical, Electrical & Plumbing: PETERSON ENGINEERING GROUP 25 VAN ZANT STREET NORWALK, CT 06855

BLDG G - T.O. PLATE 36' - 1"

12' - 11"

12' - 11" SUB-002

TYP. ELEVATORS LEVEL 2 & 3

5 A-421

2HR RATED ROOF ASSEMBLY TYPE (RC-3) - SEE DETAIL 6/ A-003 5 A-421 HOIST BEAM SEE STRUCTURAL DWGS AND COORDINATE W/ ELEVATOR MANUFACTURER

EXTERIOR WALL TYPE (EW10) - SEE DETAIL 4/ A-004

6' - 11"

E04 H02

H02

CONTROLS - ACCESSIBILITY CONTROLSREQUIREMENTS - ACCESSIBILITY REQUIREMENTS 7 1/8" = 1'-0" 1/8" = 1'-0"

40' - 0 1/2"

BLDG G - T.O. PLATE 36' - 1"

Planning / Zoning:

4' - 1 3/4"

CONTROL PANEL

CLEAR WIDTH

EATHING 22' - 4"

LOCKED SERVICE

5' - 0" ELEVATOR PIT

4' - 1 3/4"

4' - 3 1/4"

CORNERSTONE ENVIRONMENTAL GROUP 100 CRYSTAL RUN ROAD, SUITE 101 MIDDLETOWN, NY 10941 Structural: SEVEN24 CONSULTING, INC. 119 BLACK SPRINGS CIR SE LEESBURG, VA 20175

Parking Consultant: H02 E01

OCTAGON SYMBOL SHALL BE RAISED BUT THE X IS NOT

COORDINATE W/ ELEVATOR MANUFACTURER

ELEV A

12' - 11"

CLEAR WIDTH

M.O. 17' - 4" M.O.

4 A-421

154.0 • BUILDING D 154.0 • BUILDING E 153.0 • BUILDING F1 152.0 • BUILDING F2 148.0 • BUILDING G

H02

MINIMUM TOTAL CLEAR HEIGHT

4' - 1 3/4" 3' - 9" 1' - 6 1/2" 3' - 9"

3' - 6"

CLEAR OPENING

1' - 9 1/2"

3' - 6"

CLEAR OPENING

ELEV B

EATHING 33' - 0"

40' - 0 1/2"

Owner: ARLINGTON DEVELOPMENT 90 WOODBRIDGE CENTER DRIVE, SUITE 600 WOODBRIDGE, NJ 07095 Civil / Site: CASCINO ENGINEERING 1055 BLOOMFIELD AVENUE, WEST CALDWELL, NJ 07006 Environmental:

EXTERIOR WALL TYPE (EW10) SEE DETAIL 4/ A-004

E02 H02

H02

CALL BUTTONS

DOOR CLOSED

F.F. F.F. F.F. F.F. F.F.

CONTROL PANEL HEIGHT

4 A-421

EXTERIOR WALL TYPE (EW10) - SEE DETAIL 4/ A-004

NOTE: NOTE: COORDINATE FULLY SECURITY VENDOR AND PROVIDE COORDINATE NECESSARY FULLY SECURITY VENDOR AND PROVIDE NECESSARY INFRASTRUCTURE TO INSTALL ALL COMPONENTS INFRASTRUCTURE OF THE ROAM ALERT TO INSTALL ALL COMPONENTS OF THE ROAM ALERT SYSTEM: SYSTEM: - ACCESS TO KEYPAD TO BE INTEGRATED INTO CAB - ACCESS OPERATING TO KEYPAD PANEL. TO BE INTEGRATED INTO CAB OPERATING PANEL. - EXCITER ANTENNAS TO BE SURFACE MOUNTED- EXCITER ON INTERIOR ANTENNAS FACE OF TO BE SURFACE MOUNTED ON INTERIOR FACE OF GENERAL NOTE: CAB. WALLS. CAB. WALLS. FOR HOISTWAY BEAM AND RAILS SIZES AND - RECIEVER ANTENNA AND ELEVATOR CONTROLLER - RECIEVER CABINETANTENNA TO BE AND ELEVATOR CONTROLLER CABINET TO BE LOCATIONS - SEE STRUCTURAL DRAWINGS PLACED IN DROP DEILING CAVITY (VERIFY CLEARANCE PLACEDREQUIREMENTS IN DROP DEILING CAVITY (VERIFY CLEARANCE REQUIREMENTS AND ELEVATOR SHOP DRAWINGS. WITH EQUIPMENT CUTS AND SECURITY VENDOR). WITH EQUIPMENT CUTS AND SECURITY VENDOR). - COORDINATE ELEVATOR DOOR SWITCH LOCATIONS. - COORDINATE ELEVATOR DOOR SWITCH LOCATIONS.

STRECHER DIAGRAM STRECHER DIAGRAM 8 3/8" = 1'-0" 3/8" = 1'-0"

2HR RATED ROOF ASSEMBLY TYPE (RC-3) - SEE DETAIL 6/ A-003

CALL BUTTONS

MAIN FLOOR 3

42"

3' - 6" FRONT ENTRANCE

1" METALLIC WATERPROOFING TYP.

MINIMUM TOTAL CLEAR HEIGHT

677 Washington Boulevard, Suite 101 Stamford, CT 06901 T. +1 203 251 7400 F. +1 203 251 7474

HELP

4 2

LOCKED SERVICE EMERGENCY STOP

EMERGENCY STOP

1/4" = 1'-0"

5 A-421

WHEN LIT HELP IS ON THE WAY

72" MIN

TYP. ELEVATORS LEVEL 4

E04 H02

NOTE: NOTE: IF PROVIDED, EMERGENCY COMMUNICATIONS MUST IF PROVIDED, BE ACCESSIBLE EMERGENCY PER COMMUNICATIONS MUST BE ACCESSIBLE PER CONTROL PANEL ADAAG. ADAAG.

NOTES:

KEY PLAN

3 B

• BUILDING D • BUILDING E • BUILDING F1 • BUILDING F2 • BUILDING G

60"

4 2

FIRE SERVICE INFO PLAQUE

42"

HELP

4 2

FIRE SERVICE 3/4" MIN INFO PLAQUE CONTROL BUTTON DIA. MAIN FLOOR 5/8" NUMERAL HEIGHT DOOR CLOSED DOOR OPEN OCTAGON SYMBOL SHALL BE EMERGENCY RAISED BUT THE X IS NOT ALARM

FIRST FLOOR ELEVATION: FIRST FLOOR EL

72" MIN

DOOR OPEN

WHEN LIT HELP IS ON THE WAY

HELP

60"

35" MIN.

5' - 6 3/16"

INSIDE CLEAR

5' - 6 3/16"

INSIDE CLEAR

1' - 0" 1' - 0" 1' - 0"

5/8" NUMERAL HEIGHT

CONTROL PANEL HEIGHT

1' - 0"

2 1/2" X 1/2" FLAT BAR STRINGER

1 B

1' - 0" 1' - 0" 1' - 0"

1' - 0" 1' - 0"

3/4" DIA. ROUND BAR RUNGS @ 12" O.C.

HALL LANTERN

TACTILE AND BRAILLE FLOOR SIGN - BOTH JAMBS

INTERCOM STATION

WHEN LIT HELP IS ON THE WAY

35" MIN.

4 2

REAR ENTRANCE

3/4" MIN CONTROL BUTTON DIA.

48" MAX. FRONT APPROACH

3' - 6" INSIDE CLEAR

HELP

54" MAX. SIDE APPROACH

3' - 6" INSIDE CLEAR

WHEN LIT HELP IS ON THE WAY

48" MAX. FRONT APPROACH

6' - 5 5/16"

HALL LANTERN

TACTILE AND BRAILLE FLOOR SIGN - BOTH JAMBS

PROVIDE TACTILE, BRAILLE AND VISUAL CONTROLS

10' - 8"

PROVIDE TACTILE, BRAILLE AND VISUAL CONTROLS

MINIMUM TOTAL CLEAR HEIGHT

SEAL

D402

1' - 8"

3' - 8"

1' - 0"

3' - 8"

1' - 0" 1' - 0"

2' - 7 1/2"

6' - 5 5/16"

CONTROL PANEL DETAIL

10' - 8"

5' - 3 1/4"

C01

1" METALLIC WATERPROOFING TYP.

1' - 0"

17' - 4"

CLEAR WIDTH

SOC

A01

ELEVATOR CAB 42" WIDE OPPOSED FRONT AND REAR OPENINGS 3500 LB DUTY CAB

54" MAX. SIDE APPROACH

4' - 1 3/4" M.O.

4 8"X3"X1/2X3" METAL ANGLES WELDED TO LADDER & SECURED TO ELEVATOR SHAFT WITH 1/2" DIA. EXPAMSION BOLTS

S01 C01

D401

ELEVATOR CAB 42" WIDE OPPOSED FRONT 84" X 24" IBC. SPEC AND REAR OPENINGS STRETCHER 3500 LB DUTY CAB

INTERCOM STATION

2 1/2" X 1/2" FLAT BAR STRINGER

E01 S01 CONT RM

4 8"X3"X1/2X3" METAL ANGLES WELDED TO LADDER & SECURED TO ELEVATOR SHAFT WITH 1/2" DIA. EXPAMSION BOLTS

84" X 24" IBC. SPEC STRETCHER

REAR ENTRANCE

3/4" DIA. ROUND BAR RUNGS @ 12" O.C.

2 1/2' X 1/2" FLAT BAR STRINGER

4' - 6 1/2"

H02 E01

D401

4 A-421

8 1/4"

3/4" DIA. ROUND BAR RUNGS @ 12" O.C.

2 1/2' X 1/2" FLAT BAR STRINGER

4' - 1 3/4"

4' - 3 1/4"

ELEV A

M.O.

4' - 3 1/4" 3' - 6"

1' - 9 1/2"

3' - 6"

H02

CLEAR OPENING CLEAR OPENING 3' - 9" 1' - 6 1/2" 3' - 9"

ELEV B

3/4" DIA. ROUND BAR RUNGS @ 12" O.C.

VERIFY WITH ELEVATOR CAB MANUFACTURER TO MAKE SURE PIT LADDER STAYS CLEAR OF OPEN ELEVATOR DOOR

VERIFY LADDER'S PROTRUSION FROM SHAFT WALL WITH ELEVATOR CAB MANUFACTURER

VERIFY WITH ELEVATOR CAB MANUFACTURER TO MAKE SURE PIT LADDER STAYS CLEAR OF OPEN ELEVATOR DOORLADDER'S VERIFY PROTRUSION FROM SHAFT WALL WITH ELEVATOR CAB MANUFACTURER 1' - 8"

5' - 0" ELEVATOR PIT

E04 H02

8 1/4"

33' - 1 1/2" TOPPING

ON 1

TYPICAL REQUIREMENTS AT ALL ELEVATORS TYPICAL REQUIREMENTS CONTROLAT PANEL ALL ELEVATORS DETAIL

E02 H02

O. PLATE 42' - 1"

22' - 5 1/2" TOPPING

ISSUE CA UPDATES

5' - 0" ELEVATOR PIT

5 A-421

154.0 154.0 153.0 152.0 148.0

4' - 3 1/4"

F.F. F.F. F.F. F.F. F.F.

3' - 6"

DATE TBD

CLEAR WIDTH

OOR ELEVATION:

GD GE G F1 G F2 GG

NO. 1

6' - 11"

BLDG DEF - LEVEL 1 T.O. SLAB 0"

36" x 36" x 36" SUMP PIT

BLDG D,E,F - ELEVATOR BLDG D,E,F SHAFT - ELEVATOR SECTION 2SHAFT SECTION 2 5 1/4" = 1'-0" 4 1/4" = 1'-0"

BLDG D,E,F - ELEVATOR BLDG D,E,F SHAFT - ELEVATOR SECTION 1SHAFT SECTIONTYP 1 4 1/4" = 1'-0" 1 1/4" = 1' 1/4" = 1'-0"

SEPTEMBER 27, 2019

NO. 1

DATE 4/5/2019

ISSUE SITE PLAN RESUBMISSION

NO. 1

DATE 4/5/2019

PRESENTATION ELEVATIONS

SEAL

BUILDING F - WEST ELEVATION - PRESENTATION 3/32" = 1'-0"

BUILDING F - WEST ELEVATION - PRESENTATION BUILDING F - EAST ELEVATION - PRESENTATION 3 3/32" = 1'-0" 3/32" = 1'-0"

BUILDING F - EAST ELEVATION - PRESENTATION 3/32" = 1'-0"

KEY PLAN

677 Washington Boulevard, Suite 101 Stamford, CT 06901 T. +1 203 251 7400 F. +1 203 251 7474

BUILDING F - SOUTH ELEVATION - PRESENTATION 3/32" = 1'-0"

Owner: ARLINGTON DEVELOPMENT 90 WOODBRIDGE CENTER DRIVE, SUITE 600 WOODBRIDGE, NJ 07095 Civil / Site: CASCINO ENGINEERING 1055 BLOOMFIELD AVENUE, WEST CALDWELL, NJ 07006 Environmental:

Owner: ARLINGTON DEVE 90 WOODBRIDGE CE WOODBRIDGE, NJ 07 Civil / Site: CASCINO ENGINEE 1055 BLOOMFIELD AV WEST CALDWELL, NJ Environmental:

CORNERSTONE ENVIRONMENTAL GROUP 100 CRYSTAL RUN ROAD, SUITE 101 MIDDLETOWN, NY 10941 Structural: SEVEN24 CONSULTING, INC. 119 BLACK SPRINGS CIR SE LEESBURG, VA 20175

CORNERSTONE EN 100 CRYSTAL RUN R MIDDLETOWN, NY 10 Structural: SEVEN24 CONSUL 119 BLACK SPRINGS LEESBURG, VA 20175

Mechanical, Electrical & Plumbing: PETERSON ENGINEERING GROUP 25 VAN ZANT STREET NORWALK, CT 06855

Mechanical, Electrical & PETERSON ENGIN 25 VAN ZANT STREET NORWALK, CT 06855

Planning / Zoning:

Parking Consultant:

BUILDING F - SOUTH ELEVATION - PRESENTATION 3/32" = 1'-0"

PROJECT TITLE:

BLOOMFIELD

BLOOMF

ONE MACARTHUR AVE. BLOOMFIELD, NJ

ONE MACARTHU BLOOMFIELD, NJ

PROJECT No: 69680.00

PROJECT No: 696

DRAWING TITLE:

BUILDING F - NORTH ELEVATION - PRESENTATION 3/32" = 1'-0"

BUILDING F EXTERIOR BUILDING F - NORTH ELEVATION - PRESENTATION ELEVATIONS 3/32" = 1'-0"

SCALE:

677 Washington Stamford, CT 06 T. +1 203 251 7 F. +1 203 251 7

3/32" = 1'-0"

PA-203 ISSUED FOR PRELIMINARY AND FINAL SITE APPROVAL

DRAWING TITLE:

BUILDIN EXTERIO ELEVATI SCALE:

3/32" = 1'-0

PA-

ISSUED FOR PR FINAL SITE APPR

MATERIALS LEGEND EF-1

BRICK

EF-2

STONE

EF-4

FIBER CEMENT PLANK

EF-5

FIBER CEMENT PANEL

ELEVATIONS

A-221

REFER TO SHEET A-606 FOR MORE INFO

UNIT A-11

UNIT B-12 + dEN AT 3RD & 4TH FLOOR

UNIT B-13a

UNIT A-12

UNIT B-12 EF-5

EF-4

EF-1

EF-4

STAIR A EF-4

EF-4

BLDG DEF - T.O. RAISED PLATE 45' - 1" BLDG DEF - T.O. PLATE 42' - 1" W8

9' - 1"

10' - 8"

BLDG DEF - LEVEL 4 T.O. SHEATHING 33' - 0"

10' - 8"

BLDG DEF - LEVEL 3 T.O. SHEATHING 22' - 4" W5

BLDG DEF - LEVEL 2 T.O. SHEATHING 11' - 8"

11' - 8"

EF-1

BLDG DEF - LEVEL 1 T.O. SLAB 0" EF-4

EF-5 EF-2

EF-3 (TYP) EF-2

EF-2 EF-4

EF-5

EF-4

EF-1

EF-4

EF-2

EF-4

EF-3 (TYP)

EF-4

EF-1

EF-3 (TYP)

EF-4

EF-2

EF-5

EF-6 (TYP)

KEY

EF-4

677 Washington Boulevard, Suite 101 Stamford, CT 06901 T. +1 203 251 7400 F. +1 203 251 7474

Owner: ARLINGTON DEVELOPMENT 90 WOODBRIDGE CENTER DRIVE, SUITE 60 WOODBRIDGE, NJ 07095 Civil / Site: CASCINO ENGINEERING 1055 BLOOMFIELD AVENUE, WEST CALDWELL, NJ 07006 Environmental:

BUILDING F - NORTH ELEVATION - PART 2 1/8" = 1'-0"

CORNERSTONE ENVIRONMENTAL GRO 100 CRYSTAL RUN ROAD, SUITE 101 MIDDLETOWN, NY 10941 Structural: SEVEN24 CONSULTING, INC. 119 BLACK SPRINGS CIR SE LEESBURG, VA 20175

A-221

Mechanical, Electrical & Plumbing: PETERSON ENGINEERING GROUP 25 VAN ZANT STREET NORWALK, CT 06855

UNIT B-12 + DEN AT 3RD & 4TH FLOORS STAIR B

UNIT A-11

UNIT B-11b UNIT A-13

UNIT B-12

EF-4 EF-4

EF-4

Parking Consultant:

EF-4

EF-5

Planning / Zoning:

UNIT B-13a

EF-4

EF-1

BLDG DEF - T.O. RAISED PLATE 45' - 1"

9' - 1"

BLDG DEF - T.O. PLATE 42' - 1" W1

W5 W9

10' - 8"

BLDG DEF - LEVEL 4 T.O. SHEATHING 33' - 0"

EF-1 W9

PROJECT TITLE:

BLOOMFIELD

10' - 8"

BLDG DEF - LEVEL 3 T.O. SHEATHING 22' - 4"

BLDG DEF - LEVEL 2 T.O. SHEATHING 11' - 8"

EF-4

EF-6 (TYP)

EF-2

EF-4 EF-4

EF-4

EF-3 (TYP)

EF-4

EF-7 (TYP)

EF-1

EF-3 (TYP)

EF-2

EF-4

EF-4 EF-4

EF-1

EF-4

BLDG DEF - LEVEL 1 T.O. SLAB 0"

EF-4 EF-2

ONE MACARTHUR AVE. BLOOMFIELD, NJ

11' - 8"

W5 W9

EF-5

EF-1

EF-4

EF-3 (TYP) EF-2

BUILDING F - NORTH ELEVATION - PART 1 1/8" = 1'-0"

PROJECT No: 69680.00 DRAWING TITLE:

BUILDING F EXTERIOR ELEVATIONS SCALE:

1/8" = 1'-0"

A-221 23

ISSUED FOR CONSTRUCTION SEPTEMBER 27, 2019

INTERIOR AXONOMETRIC

Inspiration...

Never take Never for Never take granted take for granted the for power granted theof power the some power ofofsome the of some simple of theofthings simple the simple that things the things that out-the thatoutthe outdoors can doors offer doors cantooffer can the offer well-being to thetowell-being theofwell-being the human of theofhuman spirit, the human body spirit,and spirit, body mind. body andThe mind. and mind. The The scent ofscent fresh scent ofcut fresh grass, of fresh cutthe grass, cutecho grass, thesound echo the echo of sound a wave sound of aonwave ofa acliff, wave on the a on cliff, chirp a the cliff, ofchirp a the chirp of a of a bird or the birdleaves or bird theormoving leaves the leaves moving or the moving feel or the oforsun feel thelight, of feel sun the oflight, sun calm light, the ofcalm athe getting calm of a getting under of a getting underunder the shade the of shade the a tree shade of- aalltree ofthese a -tree allfeelings, these - all these feelings, emotions, feelings, emotions, sensations emotions, sensations and sensations memories and memories and memories and sounds and sounds are andnatural sounds are natural things are natural that things transmit things that transmit that ......transmit and...... empower and ......empower and us empower to feel usalive. to us feeltoalive. feel alive.

MATERIALITY AND LAYOUT OF SPACES

The concept The concept The of biophilia, concept of biophilia, or of the biophilia, “love or theof or“love living the “love ofthings”, living of living things”, and things”, seeks andideas seeks and seeks asideas to ideas as to as to how to morph how to how our morph toliving morph ourenvironment living our living environment environment to enrich toour enrich tolives. enrich our lives. our lives.

Main Lobby Main Lobby

Party Room

Never take for granted the power of some of the simple things that the outdoors can offer to the well-being of the human spirit, body and mind. The scent of fresh cut grass, the echo sound of a wave on a cliff, the chirp of a bird or the leaves moving or the feel of sun light, the calm of a getting under the shade of a tree - all these feelings, emotions, sensations and memories and sounds are natural things that transmit ...... and empower us to feel alive. The concept of biophilia, or the “love of living things”, and seeks ideas as to how to morph our living environment to enrich our lives.

The Multi TheThe Multi Purpose Multi Purpose Purpose Room Room Room

Never take for granted the power of some of the simple things that the outdoors can offer to the well-being of the human spirit, body and mind. The scent of fresh cut grass, the echo sound of a wave on42aBroad cliff, the chirp of a 42 Broad 42 Broad Street Mt.Fleetwood, Vernon, NYMt. Vernon, NY 42West, BroadFleetwood, West, bird or the leaves moving or the feel of sun light, the calm ofStreet a getting under Co-Developers: � �oint �enture of �le�ander �e�elo�ment Grou� andPlace �he �luestone 42 Broad � �oint �enture of �le�ander �e�elo�ment Grou� and 42 Broad Library Library & Library Fire & Place Fire & Fire Place the shade of a tree all these feelings, emotions, sensations and memories 4 4 4 5 �he �luestone 5 5Co-Developers: �le�ander �e�elo�ment Grou� �le�ander �e�elo�ment Grou� �r�ani�ation, �r�ani�ation, �� road is a lu�ur� transit�oriented de�elo�ment �� road is a lu�ur� transit�oriented de�elo�ment �� 42 Broad Street West, Fleetwood, Mt. Vernon, NY 42 Broad Street West, Fleetwood, Mt. Vernon, NY �he �luestone�he �r�ani�ation �luestone �r�ani�ation nearlocated commuter rail a su��l��constrained southern nearus commuter rail in a su��l��constrained southern and sounds are natural things that transmit ......located and empower toin feel alive.

�estchester �ount� su�mar�et� com�leted ��floor �ro�ect will �ro�ect will �estchester �ount� �he su�mar�et� �he com�leted ��floor Co-Developers: Co-Developers: � �oint �enture of �le�ander Grou� and �he �luestone � �oint �enture of�e�elo�ment �le�ander �e�elo�ment Grou� and �he �luestone consist of ��consist lu�ur� for�rent a�artments, ��,�� s�uare��,��Project of �� lu�ur� for�renta��ro�imatel� a�artments, a��ro�imatel� s�uareType:Project Type: �le�ander �e�elo�ment Grou� �le�ander �e�elo�ment Grou� �r�ani�ation, �� road is a�� lu�ur� transit�oriented de�elo�mentde�elo�ment �� r�ani�ation, �road is a lu�ur� transit�oriented �� i�ed��se � Residential �ommercial �i�ed��se � �ommercial feet of street�front a newl�retail, reno�ated �ar�in� structure, andstructure, a feet ofretail, street�front a newl� reno�ated �ar�in� and a Residential �he �luestone �r�ani�ation �he �luestone �r�ani�ation located commuter rail in aRate su��l��constrained southern located near commuter rail in a su��l��constrained southern �u�ur� Rentalnear – �� ar�et Rate �u�ur� Rental – �� ar�et �road arra� of�road first�class amenities� arra�tenant of first�class tenant amenities� �estchester �ount� su�mar�et� �he com�leted �ro�ect will �ro�ect will �estchester �ount� su�mar�et� �he��floor com�leted ��floor �ransit �riented �e�elo�ment �ransit �riented �e�elo�ment Project Type: consist of New ��consist lu�ur� a�artments, ��,�� s�uare offor�rent �� lu�ur� for�rent a��ro�imatel� a�artments, a��ro�imatel� ��,�� Project s�uare Type: New �onstruction �onstruction �� road is located in downtown Fleetwood, a �ros�erous �� road is located in downtown Fleetwood, acommunit� �ros�erous communit� �i�ed��se Residential �ommercial �i�ed��se�Residential � �ommercial feetisof street�front a newl� reno�ated structure, and a feet of retail, street�front retail, a newl��ar�in� reno�ated �ar�in� structure, and a ad�acent to �ron��ille �it� of �ount �ernon� �he �ro�ect ad�acent in to the �ron��ille in the �it� of �ount �ernon�site �heis�ro�ect site �u�ur� Rental – �� ar�et Rate �ar�et Rate �u�ur� Rental – �� Construction Type: Construction Type: �road arra� of first�class tenant amenities� uni�uel� �ositioned �enefit from its �ro�imit� multi�le to multi�le �road arra� of first�class tenant amenities� uni�uel� to�ositioned to �enefit from itsto�ro�imit� �oured �oncrete � �asonr� �ransit �riented �e�elo�ment �oured in �lace �oncrete � �asonr� �ransit �riented �e�elo�ment trans�ortationtrans�ortation amenities� ��amenities� �road is situated �loc�s from �� roadtwo is situated two the �loc�s from thein �lace �etro�North Railroad’s Fleetwood Station, from Station, which commutation �etro�North Railroad’s Fleetwood from which commutation New �onstruction New �onstruction �� road is located in is downtown �ros�erousa communit� �� road located inFleetwood, downtownaFleetwood, �ros�erous communit� Development Team: Development Team: times to Grand �entral Station in �anhattan a��ro�imatel� �� times to Grand �entral Station inare �anhattan are a��ro�imatel� �� ad�acent to �ron��ille the �it� ofin�ount �ernon� �he�ernon� �ro�ect site ad�acent toin �ron��ille the �it� of �ount �he is�ro�ect site is �er�ins �astman Architect: �er�ins �astman to minutes� �on�enient to ��access and �� is �ro�ided �ross �� Architect: minutes� access �on�enient to �� and �� is a�ro�ided a �ross Construction Type: Construction Type: uni�uel� �ositioned to �enefit from�enefit its �ro�imit� multi�le to multi�le uni�uel� �ositioned from its to �ro�imit� General Contractor: �omes �anta �omes General�anta Contractor: �ount� �ar�wa� on�ram��off�ram� that is directl� across the street �ount� �ar�wa� on�ram��off�ram� that is directl� across the street �oured �oncrete � �asonr� �oured in �lace �oncrete � �asonr� trans�ortation amenities� �� road is �� situated �loc�s from the from trans�ortation amenities� �road two is situated two �loc�s the in �lace Structural Engineer: �eSimone Structural Engineer: �eSimone from the �ro�ect site and the near�� ron� Ri�er �ar�wa�� from the �ro�ect site and the near�� ron� Ri�er �ar�wa�� etro�North Railroad’s Fleetwood fromStation, which from commutation �etro�North Railroad’sStation, Fleetwood which commutation Civil Engineer: �� Civil Engineer: �� Development Team: Development Team: times to �efalas Grand �entral Station in �anhattan a��ro�imatel� �� times to �efalas Grand �entral Station in are �anhattan are a��ro�imatel� �� MEP: Sideris MEP: Sideris �� road �enefits from �enefits its location inits a su��l��constrained su�mar�et su�mar�et �� road from location in a su��l��constrained �er�ins �astman Architect: �er�ins �astman minutes� Environmental: �on�enient access to �� and to �� is �ro�ided a �ross �� aArchitect: minutes� �on�enient access �� and �� is �ro�ided �ross Environmental: �F� �lannin� �F� �lannin� in which hi�hl� rental housin�rental is e�tremel� inameniti�ed, which hi�hl�transit�oriented ameniti�ed, transit�oriented housin� is e�tremel� �anta �omes�anta �omes General Contractor: �ount� �ar�wa� on�ram��off�ram� that is directl� the street �ount� �ar�wa� on�ram��off�ram� thatacross is directl� across theGeneral street Contractor: underde�elo�ed� �he lone com�ara�le rental�lass�� communit� underde�elo�ed� �he lone�lass�� com�ara�le rentalincommunit� in Structural Engineer: �eSimone Structural Engineer: �eSimone from the �ro�ect the near�� Ri�er �ar�wa�� fromsite theand �ro�ect site and�ron� the near�� ron� Ri�er �ar�wa�� Development Profile: Development Profile: Fleetwood, theFleetwood, �ori�on, was �� ar� �le�ander, �rinci�al the co�de�elo�ed �ori�on, was co�de�elo�ed �� ar� �le�ander, �rinci�al Civil Engineer: �� Civil Engineer: �� Residential �nits • �� Residential �nits of �le�ander of�e�elo�ment Grou�� hisGrou�� hi�hl� successful �le�ander �e�elo�ment �his hi�hl��ro�ect successful •�ro�ect MEP: SiderisMEP: �efalas Sideris �efalas • ��,�� SF •�enefits Gross �rea o�ened in mid�� has �een and �� withoccu�ied onl� frictional ��,�� SF �enefits Gross �uildin� �rea �� road from its location su��l��constrained su�mar�et su�mar�et o�ened and in mid�� hasoccu�ied �een �� with onl� frictional �� uildin� �road fromin itsa location in a su��l��constrained �acanc� since�acanc� achie�in� sta�ili�ed o�erations in o�erations �� Environmental: �F� �lannin��F� �lannin� since achie�in� sta�ili�ed in �� • ��,�� SF Street Environmental: • ��,�� SFRetail Street Retail transit�oriented in which hi�hl� ameniti�ed, transit�oriented rental housin� is e�tremel� in Front which hi�hl�Front ameniti�ed, rental housin� is e�tremel� • �ttached ��ar �a�acit� Gara�e • �ttached ��ar �a�acit� Gara�e underde�elo�ed� �he lone com�ara�le �lass�� rental communit� underde�elo�ed� �he lone com�ara�le �lass�� rental in communit� in • �menities� Swimmin� �ool, • the �menities� Swimmin� �ool, Development Profile: Development Profile: Fleetwood, �ori�on, the was co�de�elo�ed �� ar� �le�ander, Fleetwood, �ori�on, was co�de�elo�ed �� ar��rinci�al �le�ander, �rinci�al landsca�ed court�ard andcourt�ard two �e�elo�ment roof landsca�ed and two�his roof • �� Residential • ��nits Residential �nits of �le�ander Grou�� hi�hl� �his successful of �e�elo�ment �le�ander Grou�� hi�hl� �ro�ect successful �ro�ect dec�s outdoor �itchens, dec�s with outdoor �itchens, • ��,�� SF• Gross �uildin� �rea�uildin� �rea o�enedwith in mid�� and has �een �� occu�ied with onl� frictional ��,�� SF Gross o�ened in mid�� and has �een �� occu�ied with onl� frictional dinin� areas and fire�laces, fitness dinin� areas and fire�laces, fitness �acanc� since�acanc� achie�in� sta�ili�ed o�erations �� since achie�in� sta�ili�edino�erations in �� • ��,�� SF •Street Front Retail Front Retail ��,�� SF Street center, li�rar�,center, loun�e, �art� loun�e, room, �art� room, li�rar�, • �ttached ��ar �a�acit� Gara�e • �ttached ��ar �a�acit� Gara�e �usiness center, �et center, �roomin� �usiness �et �roomin� • �menities�• �menities� Swimmin� Swimmin� �ool, �ool, station, �ac�a�e �aletroom, �alet station, room, �ac�a�e landsca�ed court�ard and two roofand two roof landsca�ed court�ard �ar�in� �ara�e, ��hour concier�e �ar�in� �ara�e, ��hour concier�e dec�s withdec�s outdoor with �itchens, outdoor �itchens, • �i�h�efficienc� “Green” �uildin� • �i�h�efficienc� “Green” �uildin� dinin� areas dinin� and fire�laces, areas andfitness fire�laces, fitness desi�ned to desi�ned �assi�e �ouse and �ouse and to �assi�e �� Gold standards �� Gold standards center, li�rar�, loun�e, �art�loun�e, room, �art� room, center, li�rar�,

The concept of biophilia, or the “love of living things”, and seeks ideas as to how to morph our living environment to enrich our lives.

42 Broad 42 Street Broad 42 Broad Street Street Mount Vernon, Mount Mount Vernon, NY Vernon, NY NY

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The Multi Purpose Room

July.05.2019 July.05.2019 July.05.2019

Furniture & Finishe Furnitur

The Multi Purpose Room

42 Broad 42 Street Broad Street Mount Vernon, NY Mount Vernon, NY

BUILDING SECTIONS FIRST FLOOR ELEVATION: 2 A-313

SIM

2 A-313

SIM

3 A-313

SIM

2 A-313

BLDG G - T.O. PLATE 36' - 1"

UNIT

T.O. TOPPING BLDG G - LEVEL 4 T.O. SHEATHING 27' - 0"

16' - 5 1/2" T.O. TOPPING BLDG G - LEVEL 3 T.O. SHEATHING 16' - 4"

UNIT

CORR

10' - 8"

42' - 1"

16' - 0"

UNIT

5' - 9 1/2" T.O. TOPPING

5' - 4"

UNIT

CORR

UNIT

22' - 5 1/2" T.O. TOPPING

UNIT

CORR

UNIT

BLDG DEF - LEVEL 3 T.O. SHEATHING 22' - 4"

11' - 9 1/2" T.O. TOPPING BLDG DEF - LEVEL 2 T.O. SHEATHING 11' - 8"

11' - 4" T.O. BALCONY

UNIT

CORR

BLDG DEF - LEVEL 1 T.O. SLAB 0"

-0' - 4" T.O. BALCONY

1/8" = 1'-0"

6 A-419

BUILDING D,E,F - SECTION THROUGH UNIT, CORRIDOR & UNIT 1/8" = 1'-0"

SIM

3 A-313

SIM

5 A-412

SIM

UNIT

CORR

UNIT

CORR

UNIT

BLDG DEF - T.O. PLATE 42' - 1"

27' - 1 1/2" T.O. TOPPING

11' - 8"

CORR

UNIT

45' - 1" 10' - 8"

CORR

UNIT

STAIR

22' - 5 1/2" T.O. TOPPING BLDG DEF - LEVEL 3 T.O. SHEATHING 22' - 4"

5' - 9 1/2" T.O. TOPPING

11' - 9 1/2" T.O. TOPPING

BLDG G - LEVEL 2 T.O. SHEATHING 5' - 8"

BLDG DEF - LEVEL 2 T.O. SHEATHING 11' - 8"

CORR

11' - 8"

UNIT

BLDG G - LEVEL 3 T.O. SHEATHING 16' - 4"

10' - 8"

CORR

UNIT

16' - 5 1/2" T.O. TOPPING

45' - 1"

UNIT

33' - 1 1/2" T.O. TOPPING BLDG DEF - LEVEL 4 T.O. SHEATHING 33' - 0"

10' - 8"

BLDG G - LEVEL 4 T.O. SHEATHING 27' - 0"

10' - 8"

CORR

UNIT

1' - 6"

BUILDING D,E,F - SECTION THROUGH STAIR & UNIT 1/8" = 1'-0"

2 A-315

SIM

BLDG DEF - T.O. RAISED PLATE 45' - 1"

3' - 0"

BLDG G - T.O. RAISED PLATE 39' - 1"

BLDG DEF - T.O. PLATE 42' - 1"

BLDG G - T.O. PLATE 36' - 1"

9' - 1"

SIM

PROJECT TITLE:

9' - 1"

CORR

UNIT

33' - 0" T.O. TOPPING

27' - 1 1/2" T.O. TOPPING

VEST

VEST CORR

5' - 9 1/2" T.O. TOPPING BLDG G - LEVEL 2 T.O. SHEATHING 5' - 8"

45' - 1"

UNIT

CORR

BUILDING G - SECTION THROUGH LOBBY 1/8" = 1'-0"

VEST

BLDG DEF - LEVEL 1 T.O. SLAB 0"

BUILDING D,E,F - SECTION THROUGH LOBBY 1/8" = 1'-0"

ONE MACARTHUR AVE. BLOOMFIELD, NJ

PROJECT No: 69680.00

BLDG DEF - LEVEL 2 T.O. SHEATHING 11' - 8"

BLDG G - LEVEL 1 -6' - 0"

22' - 5 1/2" T.O. TOPPING BLDG DEF - LEVEL 3 T.O. SHEATHING 22' - 4"

11' - 9 1/2" T.O. TOPPING

VEST

BLOOMFIELD

BLDG DEF - LEVEL 4 T.O. SHEATHING 33' - 0"

10' - 8"

CORR

UNIT

10' - 8"

UNIT

10' - 8"

CORR

16' - 5 1/2" T.O. TOPPING BLDG G - LEVEL 3 T.O. SHEATHING 16' - 4"

4 A-315

SIM

11' - 8"

SIM

45' - 1"

4 A-315

10' - 8"

UNIT

CORR

BLDG G - LEVEL 4 T.O. SHEATHING 27' - 0"

11' - 8"

C:\REVIT LOCAL\BLOOMFIELD 2_CENTRAL 2018_p.rath779ZP.rvt 9/30/2019 12:00:45 PM

2 A-315

Mechanical, Electrical & Plumbing: PETERSON ENGINEERING GROUP 25 VAN ZANT STREET NORWALK, CT 06855

Parking Consultant:

1/8" = 1'-0"

UNIT

CORNERSTONE ENVIRONMENTAL G 100 CRYSTAL RUN ROAD, SUITE 101 MIDDLETOWN, NY 10941 Structural: SEVEN24 CONSULTING, INC. 119 BLACK SPRINGS CIR SE LEESBURG, VA 20175

BLDG DEF - LEVEL 1 T.O. SLAB 0"

BUILDING G - SECTION THROUGH STAIR & UNIT

CORR

Owner: ARLINGTON DEVELOPMENT 90 WOODBRIDGE CENTER DRIVE, SUITE WOODBRIDGE, NJ 07095 Civil / Site: CASCINO ENGINEERING 1055 BLOOMFIELD AVENUE, WEST CALDWELL, NJ 07006 Environmental:

Planning / Zoning:

BLDG G - LEVEL 1 -6' - 0"

677 Washington Boulevard, Suite 101 Stamford, CT 06901 T. +1 203 251 7400 F. +1 203 251 7474

9' - 1"

CORR

BLDG G - T.O. PLATE 36' - 1"

9' - 1"

UNIT

BLDG DEF - T.O. RAISED PLATE 45' - 1"

3' - 0"

BLDG G - T.O. RAISED PLATE 39' - 1"

3' - 0"

3 A-313

BLDG DEF - LEVEL 4 T.O. SHEATHING 33' - 0"

22' - 0"

BUILDING G - SECTION THROUGH UNIT, CORRIDOR & UNIT

UNIT

CORR

T.O. BALCONY

UNIT BLDG G - LEVEL 1 -6' - 0"

-6' - 4"

154.0 154.0 153.0 152.0 148.0

T.O. TOPPING

UNIT

11' - 8"

BLDG G - LEVEL 2 T.O. SHEATHING 5' - 8"

F.F. F.F. F.F. F.F. F.F.

ISSUE

33' - 1 1/2"

32' - 8" T.O. BALCONY 10' - 8"

CORR

10' - 8"

UNIT

BLDG DEF - T.O. PLATE 42' - 1"

45' - 1"

27' - 1 1/2"

26' - 8"

UNIT

CORR

DATE

9' - 1"

UNIT

10' - 8"

UNIT

• BUILDING D • BUILDING E • BUILDING F1 • BUILDING F2 • BUILDING G

NO.

11' - 8"

CORR

9' - 1"

UNIT

BLDG DEF - T.O. RAISED PLATE 45' - 1"

3' - 0"

BLDG G - T.O. RAISED PLATE 39' - 1"

SIM

DRAWING TITLE:

TYPICAL BUILDIN SECTIONS SCALE:

1/8" = 1'-0"

A-301 ISSUED FOR CONSTRUCTION SEPTEMBER 27, 2019

MULTIPURPOSE ROOM RENDERINGS

LOBBY RENDERINGS

UNIT PLANS

37' - 4 1/4"

7' - 5 1/2"

5' - 0"

6' - 9 3/4" 1' - 0"

1' - 6"

A03

BEDROOM

11' - 11"

KITCHEN TYPE 3

11' - 11"

BEDROOM

12' - 3 3/4"

11' - 5 3/4"

3' - 0" 5' - 6"

6 1/4"

E01

5' - 9 3/4"

4' - 0"

E01

6' - 9 3/4"

W1 W9

9 1/2"

BALCONY

4' - 10 3/4"

13' - 10 3/4"

11' - 0 1/2" W5

CL 3' - 0"

4' - 0 1/4"

25' - 3 3/4" 3' - 8 1/2" 1' - 6"

8 1/2"

CL 2' - 8 1/2"

6' - 8"

11' - 11"

20' - 8 1/2"

6' - 7 3/4"

ISSUE

10"

7' - 5" 3' - 8 1/2"

2' - 5"

1' - 6" 1' - 5"

4' - 7 1/2" 2' - 4 3/4" 2' - 2 1/2"

1' - 6" 1' - 6"

DATE

42' - 8 1/4" 18' - 5 1/4"

NO.

6' - 0"

5' - 7"

3' - 11 1/2"

6' - 6 3/4"

5' - 10 1/4"

2' - 6 3/4"

2' - 3 1/2"

C02 A

A03 BATHROOM TYPE 3

CL 17' - 9"

9' - 6 3/4"

14' - 8 1/2"

UNIT B14

UNIT B-13a AT GROUND LEVEL

3.1

1/4" = 1'-0"

Owner: ARLINGTON DEVELOPME 90 WOODBRIDGE CENTER D WOODBRIDGE, NJ 07095 Civil / Site: CASCINO ENGINEERING 1055 BLOOMFIELD AVENUE, WEST CALDWELL, NJ 07006 Environmental:

1/4" = 1'-0"

6' - 7 3/4"

6' - 6 1/2" 2' - 5"

LIVING ROOM

1' - 6"

MASTER BEDROOM

5' - 1 1/4"

7' - 0"

8' - 7 1/2"

6' - 5 1/2"

4' - 2 3/4"

A03

1' - 5 1/2"

A03

G2 BATHROOM TYPE 1

A03

BLOOMFIEL

10' - 10 1/2"

4' - 4 3/4"

A01

BATHROOM TYPE 3

KITCHEN TYPE 1

ONE MACARTHUR AV BLOOMFIELD, NJ

A01

10' - 2 3/4"

17' - 5 1/2"

2' - 7"

6' - 6 1/2"

2' - 6 3/4"

6' - 1 1/4"

PROJECT No: 69680.00 DRAWING TITLE:

C01

CL 8"

6' - 10 1/2"

CL 9' - 10 1/4"

2' - 4 3/4"

33' - 6" 5' - 10"

36' - 1"

3' - 11 1/2" W2

17' - 0"

J01

2' - 6"

E01

A01

1' - 0"

A01

3' - 5"

PROJECT TITLE:

7' - 0 1/4"

MASTER BEDROOM

A03

2' - 0"

E03

5' - 11 3/4"

BATHROOM TYPE 3

12' - 8 1/2"

DEN

A03

BEDROOM

4' - 7 3/4"

5' - 6" A03

A03

2' - 2 1/2"

10' - 5 1/2" 7' - 3"

5' - 5 1/2"

5' - 4 1/4"

C02

Parking Consultant:

LIVING ROOM

11' - 3 1/4"

A01

A03

7' - 4 1/4"

Planning / Zoning:

A03

2' - 0"

A03

13' - 0"

3' - 8 1/4" 5' - 10 3/4"

13' - 0"

A01

5' - 5 3/4"

Mechanical, Electrical & Plumb PETERSON ENGINEERIN 25 VAN ZANT STREET NORWALK, CT 06855

A03

8' - 2"

4' - 7 1/4"

6' - 3 1/2" 1' - 0"

6' - 0"

1' - 1 3/4"

1' - 9 1/2"

A03

6' - 4 1/2"

2' - 7"

E03 E01

2' - 4 1/4"

7' - 0 1/4"

A01

A03 A03

5' - 11 1/4"

A01

4' - 7"

6' - 6 1/2"

6' - 0"

1' - 9 1/2"

2' - 6 3/4" 3' - 11 1/2" 8' - 2"

2' - 2 1/2"

BATHROOM TYPE 1

7' - 8 1/2" W5

11' - 5"

A01

2' - 0"

9" 9"

33' - 1"

5' - 11 1/2"

9" 3"

6' - 1 1/4"

2' - 5"

6' - 7 1/2"

14' - 10 1/2"

12' - 3 3/4"

KITCHEN TYPE 3

A01 A01

3' - 8 3/4"

BALCONY

4' - 10 1/4"

3' - 8 1/4"

1' - 0"

5' - 9 3/4"

13' - 5"

BEDROOM

A03

2' - 2 1/2"

3' - 1"

2' - 0"

A03

7' - 10"

4' - 10 1/2"

1' - 6" 1' - 6"

E01

11' - 11"

6' - 8"

9' - 1"

E01 J01

18' - 5 1/4"

1' - 4 1/4"

2' - 8 1/2"

1' - 6" 1' - 6"

2' - 4 1/4"

1' - 6"

3' - 8 3/4"

11' - 4 1/4"

4' - 10"

26' - 6 3/4"

8' - 6 3/4" 6' - 7 1/2"

11' - 11"

7' - 5"

7' - 9 1/2"

12' - 8 1/4" 6' - 0 3/4"

15' - 7 3/4"

CORNERSTONE ENVIRON 100 CRYSTAL RUN ROAD, S MIDDLETOWN, NY 10941 Structural: SEVEN24 CONSULTING, 119 BLACK SPRINGS CIR SE LEESBURG, VA 20175

49' - 7 1/2"

42' - 8 1/4"

3' - 1"

677 Washington Bouleva Stamford, CT 06901 T. +1 203 251 7400 F. +1 203 251 7474

UNIT B-13a

1/4" = 1'-0"

1' - 0"

C:\REVIT LOCAL\BLOOMFIELD 2_CENTRAL 2018_m.taubin.rvt 10/8/2019 11:55:27 AM

6' - 6 1/2" E01

A01

2' - 10"

2' - 7"

8' - 2"

36' - 0"

1' - 9 1/2" B

1' - 10 3/4"

E03

A01 A03

4' - 9"

MASTER BEDROOM

A01

A03

12' - 11 3/4"

4' - 8 3/4"

A01

E01

1' - 5 1/2"

5' - 5 3/4"

13' - 0"

10' - 10" E01

C01

E03 E01

6' - 0"

7' - 3 1/4"

1' - 5 1/4"

A01

E03

2' - 4 1/4"

KITCHEN TYPE 1

A03

1' - 0"

3' - 2"

E01

4' - 6 3/4"

6' - 5 3/4"

A01

B 5' - 7 3/4"

5' - 10 3/4"

E01

A03

3' - 6 3/4"

A01

7' - 5 1/2"

E03

BATHROOM TYPE 1

1' - 6"

3' - 11 1/2"

BATHROOM TYPE 1

A01

5' - 1 1/4"

2' - 0"

3' - 9"

A03

3' - 7 1/4"

E03

BATHROOM TYPE 1

4' - 7"

5' - 3 3/4"

A03

7' - 0 1/4"

2' - 4 3/4"

C A01

8' - 5 1/4"

1' - 10 1/2"

A01

7' - 0 1/4"

A03 G2

2' - 0"

3' - 3 1/2"

5' - 11 1/2"

7' - 6 1/2" A03

LIVING ROOM

7' - 3 3/4"

4' - 6 3/4"

8' - 2"

A01 A01

1 1/4" 7' - 10"

2' - 2 1/2"

33' - 1"

6' - 5"

A03

6' - 5"

A03

12' - 11 1/2"

33' - 6"

BEDROOM

5' - 5 1/4"

4' - 8 1/4"

2' - 6 3/4"

A01

4' - 4 3/4"

2' - 7"

6' - 1 1/4"

A03 LIVING ROOM

A03

2' - 2 1/2"

3' - 11 1/2"

5' - 3 1/4"

12' - 4 3/4"

ENLARGED PLANS SCALE:

2.1

UNIT B-13 AT GROUND LEVEL 1/4" = 1'-0"

UNIT B-13 1/4" = 1'-0"

1/4" = 1'-0"

A-43

UNIT B-12 DEN 1/4" = 1'-0"

ISSUED FOR CONSTR

SEPTEMBER 27, 2019

Proposal for Mixed-use Redevelopment Greenwich, NY

Perkins Eastman Architects

CONTEXTUAL RELATIONSHIP

SECTION AND ELEVATION ILLUSTRATION

RESIDENT PARKING RESIDENT PARKING COMMUTER PARKING

NORTH BUILDING

MAIN ROAD

NORTH BUILDING

SOUTH BUILDING

FREIGHTWAY CIRCLE

SOUTH BUILDING

TOWNHOMES

RESIDENT ACCESS

TOWNHOMES

MAIN ROAD

SITE PLAN

Parking Meter

Garth

To Ea wn Vsilt he of Sc lacg s ar e sd teor ale f

150

Light Pole

140

Road

Utility Post

R=95.00' L=12.01' CA=7°14'37"

12" Sewer

Sanitary

Light Pole Catch basin

Parking Meter

SMH

Sign

Parking Meter

Lot Blo 18 ck Section 6 01

253.2

L i n k

DUPLEX CONDOM IN IU M S x

Sign

T r a c k

C h a i n e

L i n k

F e n c

70.09'

Light Pole

447.36'

246.2 0' Signs

C h a i n e

Signs Signs

L i n k

C h a i n e

L i n k

F e n c

Block 500 6 Sec tion 02 x

N 80°4 7'42" W

x1.72' x

389.47'

N 09°1 2'18" E 30.0 0'x x

Utility Post

xC h ax i n e

S 12 °10'28 " W

Signs

L i n x k

F e n x xc

Utility Post

5.01' x

S 08°1 2'58" W

Sign

EMH

N 80°47'42" W

N 80°47 '42" W N 09°1 x80°47' S5.78' 2'18" x 42" x E Ex x

DUPLEX CONDOM IN IU M x

3.00'

Utility Post

Signs

R a i l r o a d s

Light Pole

Metal Landin

Signs

Steps

Light Pole

C h a i n e

525.85 '

310.74'

C h a i n e

F e n c

L i n k

x x

Utility Post

x x

Sign

x x

Utility Poles

DMH

Water Valve

x Utility Post

x x

C h a i n e

F e n c

L i n k

Utility Posts

F e n c

Ut Po ility sts

Concrete Light Platfo rm & Pole Steps

Blacktop Walk

Parking Meter

Utility Pole Guywire

Sign

Parking Meter

Utility Post

Parking Meter Blacktop Walk

Utility/Light Pole

Parking Meter

Utility Pole

S 85°30'31" E 31.37'

Gas Valve

L i n k

43.97'

Light Pole

D Catch basin

Y D

C h a i n e

43.97'

DMH

Parking Meter

DMH

Hydra nt

Light Pole

Water Valve

Gas Valve

DMH

W Light Pole

W G

Water Valve

Gas Valve

Water Valve

Light Pole

Pay Parki Statio ng n

Catch basin

Utility Post

Sign

T r a c k

ROCKS

Aven u

Light Pole

Utility/Light Pole

1 Story Brick Building

Light Pole

304.15'x R a i l r o s a d

ant

WMH

Y D

Hydr

Utility Pole

Parking Meter

S 85°30'42 " E

F e n c

S 85°30'42" E

T r a c k

L i n k

and

Utility Pole

Sign

Light Pole

S 85°30'42" E 33.83'

x x

T r a c k

Signs

R a i l r o a d s

da le

Sc ars

Part of Lot

Signs

F e n c

Signs

Utility/Light Pole

60.88'

Signs

Y D

Easemen t in Favo 6170 r Page 424 (Fileof Railroad Company d Map No. 1302 recorded 0) (Exceptioin Liber n 17)

Conc. Walk & Wood Railings

S 08°5 6'28" W

Way

F e n c

Road

Popham

Lot Block 500A Section 6 02

C h a i n e

Hydran t

Cente rline of Water wide 25 ft. Main Easem as perent 12752 Map No. (Exception 19)

N 09°1 2'18" E

Metal Bridge Tracks over Railroad

S 09° 12'18" W

S 09°12 '18" W

x Utility Post

416.2

x Utility Post

R a i l r o s a d

Light Pole

S 85°30'42" E

9" 1'1 9" 3°3 0' 4 W 1'1 °3 8.1N 43 W

U IL D IN G

100.00'

" 32

50.00'

43.35'

Light Pole

S 87°16'42" E

Post 5'

.8 50

6.65'

149.83'

4.8 1

N 02°43'18" E

14.59'

N 04°32'28" E

Utility

N 87°16'42" W Right of Way as per Liber 2750 Page 190 and amended in Liber 7045 Page 595

00 '

42.86'

U IL D IN G

Now or formerly RBR Scarsdale LLC Lot Block 2 Section 6 01

Lot Block 2A Section 6 01

Parking Meter

Electric Line

Metal Plate

tion

18" Sanitary Sewer

204 Excep

Freigh t

Page

R= 25.

Lot Block 1 Section 6 01

Metal Plate

Lot Blo 11 ck Section 6 01

Lot Blo 14 ck Section 6 01

Lot Blo 16 ck Section 6 01

Lot Blo 20 ck Section 6 01

Lot Blo 19 ck Section 6 01

Lot Blo 22 ck Section 6 01

Lot Blo 21 ck 6 Section 01

Lot Blo 17 ck Section 6 01

Lot Blo 15 ck Section 6 01

Lot Blo 12 ck Section 6 01 7918

S 85°28'02" E

Secti on 49 2 A, Bl ock Now 3, Lo t SG form or Sc erlar y sdale LLC ,

253.21 '

S 87°16'42" E

in Liber

Now or formerlyRealty Co. Freightway LLC

.42' 36 L=

of Way recorded

S 85°28'02" E 10.03'

21.04

Catchbasin

Section 1, Blo 3A ck 6, Lot

N 09°14 '58" E

Lot Blo 10 ck Section 6 01

NORTH B 1" '5 5 4°5 4 W 9' " .0 1 N 9 5'5 2 44°5 W 1'

Light Pole

Permanent Easement for Highway Purposes recorded in Control No. 470110106

USES

10 ft. wide Right 20); Liber of Way 6838 recorded Page 203 (Lots in Liber N 09°14 7227 16-17); '58" Page Liber 785 (Lots E 6838 Page 22-23); 198 (Lot Liber 6842 21); Liber Page 6838 706 (Lots Page 11-1 193 (Lot 15) - 4); Liber 6838 Excep Page tion 21 209 (Lot 10 ft. wide Right 20

160

TOWNHO

SOUTH B

x 10.03'

Lot Blo 13 ck Section 6 01

N 85°2 8'02 " W

Sign

T Telephone Manhole

N 09° 14'58" E

7' R=3 63.8 .50' L=12

Parking Meter

Con Ed CE Manhole

N 87°02'21" W

82.01'

85.68'

Lot Blo 23 ck Section 6 01

N 85°28'02" W

12 ft. wide Right of Way Easement recorded Liber 12365 Nin 85°28'02" Page 275 (Exception W 22)

12 ft. wide Right of Way in Liber 4003 Easement recorded Page 56 (Exception 24) '10"

l Radia

S 79°30 W

N 78° 05'46" W Radial

Parking Meter

Road

Sign

82.01'

L=142.26'

CA=22°24'04" Parking Meter

Sign

Parking Meter

Gart Water Valve

12" Sanitary Sewer

SMH

Gas Valve

R=363.8

Sealed

S 85°28'02" E

Lot 4A Block Section 6 01

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formerly 58 Garth Road LLC

S 87°59'38" E

Section 49A, Block 3, Lot 5 Now or

DMH

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140 PROJECT: 677 Washington Blvd. Suite 101 Stamford, CT 06901 T. +1 203 251 7400 F. +1 203 251 7474

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Freightway Scarsdale

PROJE

DRAWING TITLE: Roof Plan DATE:

09.04.2019

SCALE:

NORTH

DWG. N

VIEW OF INNER COURTYARD

VIEW OF GRAND STAIRWAY

FLOOR PLANS APARTMENT TYPE

Studio

28 Units

450 SF - 550 SF

One Bedroom

94 Units

670 SF - 800 SF

Two Bedroom

78 Units

1,000 SF - 1,400 SF

Three Bedroom

20 Units

1,600 SF - 2,000 SF

Retail Approx 3,000 SF Circulation LEVEL 5

LEVEL 3

LEVEL 6

LEVEL 4

LEVEL 7 37