Preservation Department Item 2, LPC-20-10347 17 East 9 Street, · 2020-06-23 · 1940 tax photo...

Name of Landmark Building

Type of Presentation Month xx, year June 23rd, 2020

Public Hearing

The current proposal is:

Preservation Department – Item 2, LPC-20-10347

17 East 9th Street, Borough of Manhattan

How to Testify

Via Zoom: https://us02web.zoom.us/j/87580483826?pwd=dmJyMHdNcDd5ZFBMVExsaVhyNWxwUT09

Meeting ID: 875 8048 3826

Password: 866423

By Phone: 1 646-558-8656

US (New York) 877-853-5257 (Toll free)

US 888 475 4499 (Toll free)

Note: If you want to testify on an item, join the

Zoom webinar at the agenda’s “Be Here by” time

(about an hour in advance). When the Chair

indicates it’s time to testify, “raise your hand” via

the Zoom app if you want to speak (*9 on the

phone). Those who signed up in advance will be

called first.

https://us02web.zoom.us/j/87580483826?pwd=dmJyMHdNcDd5ZFBMVExsaVhyNWxwUT09

1

LOCATION OF WORK17 E 9TH STREET

LOT SF: 2,307 SFZONING SF: 7,011 SF ZONING DISTRICT: R7-2 RESIDENTIALBLOCK & LOT: 567-26 BUILDING DIMENSIONS: 25’-0” X 60’-0”LOT DIMENSIONS: 25’-0” X 92’-4”STORIES: 4 W/ BASEMENT & CELLARCURRENT LOT COVERAGE: 1533 SFPROPOSED LOT COVERAGE: 1500 SF

UNIV

ERSI

TY P

LACE

5TH

AVE

ZONING NOTES:

BLOCK: 567LOT: 26ZONING MAP: 12-CZONING DISTRICT: R7-2 RESIDENTIALLANDMARK: YESOCCUPANCY GROUP: J2BUILDING HT: 56'-5"

AREA OF WORK:

17 EAST 9TH STREETNUMBER OF STORIES: 4 STORY W/ BASEMENT + CELLARCONST. CLASSIFICATION:II-B (1968)

LOCATION OF WORK17 EAST 9TH STREET

ARCHITECTURAL SCOPE TO BE FILED UNDER NYC 2014 BCSTRUCTURAL SCOPE TO BE FILED UNDER NYC 1968 BC

E 11TH STREET

E 10TH STREET

E 9TH STREET

E 8TH STREET

4 ST

Y.

BLDG

.

275' - 0" 25' - 0" 127 '- 0"

THE PROPERTY IS IN FLOOD ZONE X. PROPERTY IS NOT LOCATED IN SPECIAL FLOOD HAZARD AREA.

PROPOSED RENOVATION

17 EAST 9TH STREET

OWNER

WORKSHOP/APD ARCHITECTURE DPC39 West 38th Street, 7th Fl, New York, NY 10018

T: (212) 273-9712 [email protected]

ARCHITECT

CONTRACTORTBD

PROJECT

SIGN & SEAL

COPYRIGHT © 2017 WORKSHOP/APD ARCHITECTURE DPC

PROJ. NO.SCALE:

DRAWN BY:CHECKED BY:DATE:

DRAWING INFOCONSTRUCTION DOCUMENTS

ISSUES

ALL DESIGNS & SPECS ARE SUBJECT TOVERIFICATION OF EXG. FIELD CONDITIONS

NOT FOR CONSTRUCTION

REVISIONSNo.

ARGO PROPERTY GROUP 50 W 17th Street, #6,

New York, NY 10011T: (212) 896-8600 [email protected]

BURO EHRING233 Broadway, Suite 1770, New York, NYT: (212) 359-1650 [email protected]

STRUCTURAL ENGINEER

CES ENGINEERING LLC216 East 45th Street, New York, NY 10017

T: (646) 961-3999

MEP ENGINEER

WILLIAM VITACCO ASSOCIATES LTD299 Broadway, 5th Fl, New York, NY 10007

T: (212) 791-4578

CODE CONSULTANT

As indicated

26 SEPTEMBER 2018

LANDMARKS SUBMISSION II

17 EAST 9TH STREET, NEW YORK, NY 10003

: ARG - 318005

17 EAST 9TH STREET, NEW YORK, NY10003

T-000.00COVER SHEET

IRCTJZ/SRT/BHQ

5/16/2018

: ARG - 318005

ARGTOWNHOUSE

TOWNHOUSE

1/64" = 1'-0"1PLOT PLAN

1/2" = 1'-0"2SITE PHOTO

1/2" = 1'-0"3EXTERIOR FACADE - E 9TH STREET

No. Date Description01 06/22/2018 LANDMARKS SUBMISSION02 06/22/2018 DOB SUBMISSION03 09/26/2018 LANDMARKS SUBMISSION II

Date Description

GREENWICH VILLAGE HISTORICAL DISTRICT DESIGNATED 1969BLOCK PLAN

CONSTRUCTION DATE: 1844ARCHITECT/BUILDER: NOT DETERMINEDMAJOR ALTERATION(S): NONEALTERATION ARCHITECT(S): NONESTYLE(S): NOT DETERMINEDMATERIAL(S): BRICK

NO.17 WAS BUILT IN 1844 FOR MRS. ELISHA WELLS. IT WAS REMODELED IN THE STYLE OF 1950’S, WHEN THE TOP FLOOR RECEIVED ITS BRACKETED AND MODILLIONED CORNICE. THE BASEMENT ENTRANCE, LIKE SO MANY OTHERS WAS INTRODUCED IN THE EARLY 20TH CENTURY. THE SIMPLE MUNTINED WINDOWS, LINTELS AND FLOOR LENGTH DRAWINGS ROOM WINDOWS ADD DIGNITY TO THIS HIGH FACADE. NAN LURIE, THE ARTIST, RESIDED HERE IN 1938.

NOTES: THE STOOP HAS BEENREMOVED FROM NO.17. ARTIST NAN LURIES RESIDED AT NO.17 IN 1938

HISTORICAL DESCRIPTION

1940 TAX PHOTO 1980 TAX PHOTO

1. SITE / ZONING INFORMATION

17 EAST 9TH STREETLPC PRESENTATION, JUNE 23, 2020

TABLE OF CONTENTS

1. SITE / ZONING INFORMATION

2.EXISTING CONDITIONS

3.ANALYSIS OF ADJACENT PROPERTIES

4. PROPOSED DESIGN

2

2. EXISTING CONDITIONS

17 EAST 9TH STREET 19 EAST 9TH STREET15 EAST 9TH STREET

4. EXISTING ENTRY DOOR AT E 9TH ST

3. EXISTING ENTRY WAY AT E 9TH ST

2. EXISTING LINTEL & SILL CONDITION AT E 9TH ST

1. E 9TH STREET FACADE STRAIGHT ON VIEW

3

3. ANALYSIS OF ADJACENT PROPERTIES

11 EAST 9TH STREET

7' -

6"

9' - 7"

18W 9TH STREET

10' - 10"

AREAWAY

STREET WALL

APPR

OXIM

ATE

7' -

1"

STREET WALL

6' -

8"

8' - 11"

10' - 4"

11E 9TH STREET

2' -

6"

AREAWAY

APPR

OXIM

ATE

7' -

11"

8' - 8"

2' -

10"

9E 9TH STREET

9' - 8"

AREAWAYSTREET WALL

APPR

OXIM

ATE

7' -

11"

6' -

8"

2' -

0"

10W 9TH STREET

10' - 8"

8' - 6"

AREAWAYSTREET WALL

1' -

2"

33W 9TH STREET

7' - 6"

AREAWAYSTREET WALL

2' -

5"

55W 9TH STREET

6' -

6"

8' - 4"

AREAWAYSTREET WALL

5' - 10"

STREET WALL

1' -

10"

6E 10TH STREET

9' - 8"

6' -

1"

8' - 0"

AREAWAY

1' -

4"

4E 10TH STREET

9' - 4"

6' -

1"

7' - 4"

AREAWAY STREET WALL

SIGN & SEAL


CLIENT



PROJ. NO.SCALE:




ISSUES



ARCHITECT

STRUCTURAL ENGINEER

CONTRACTORTBD

REVISIONS


T: (646) 961-3999

MEP ENGINEER


T: (212) 791-4578

CODE CONSULTANT

ARGO REAL ESTATE 50 W 17th Street, #6,


1/8" = 1'-0"

1STOOP STUDIES

AuthorChecker

03/24/20

ARG - 318005


ARGTOWNHOUSE

No. Date Description

1/8" = 1'-0"118W 9TH

1/8" = 1'-0"211e 9th

1/8" = 1'-0"39e 9th

1/8" = 1'-0"410W 9TH

1/8" = 1'-0"533W 9TH

1/8" = 1'-0"655W 9TH

1/8" = 1'-0"76E 10TH

1/8" = 1'-0"84E 10TH

7' -

6"

9' - 7"

18W 9TH STREET

10' - 10"

AREAWAY

STREET WALL

APPR

OXIM

ATE

7' -

1"

STREET WALL

6' -

8"

8' - 11"

10' - 4"

11E 9TH STREET

2' -

6"

AREAWAY

APPR

OXIM

ATE

7' -

11"

8' - 8"

2' -

10"

9E 9TH STREET

9' - 8"

AREAWAYSTREET WALL

APPR

OXIM

ATE

7' -

11"

6' -

8"

2' -

0"

10W 9TH STREET

10' - 8"

8' - 6"

AREAWAYSTREET WALL

1' -

2"

33W 9TH STREET

7' - 6"

AREAWAYSTREET WALL

2' -

5"

55W 9TH STREET

6' -

6"

8' - 4"

AREAWAYSTREET WALL

5' - 10"

STREET WALL

1' -

10"

6E 10TH STREET

9' - 8"

6' -

1"

8' - 0"

AREAWAY

1' -

4"

4E 10TH STREET

9' - 4"

6' -

1"

7' - 4"

AREAWAY STREET WALL

SIGN & SEAL


CLIENT



PROJ. NO.SCALE:




ISSUES



ARCHITECT

STRUCTURAL ENGINEER

CONTRACTORTBD

REVISIONS


T: (646) 961-3999

MEP ENGINEER


T: (212) 791-4578

CODE CONSULTANT



1/8" = 1'-0"

1STOOP STUDIES

AuthorChecker

03/24/20

ARG - 318005


ARGTOWNHOUSE


1/8" = 1'-0"118W 9TH

1/8" = 1'-0"211e 9th

1/8" = 1'-0"39e 9th

1/8" = 1'-0"410W 9TH

1/8" = 1'-0"533W 9TH

1/8" = 1'-0"655W 9TH

1/8" = 1'-0"76E 10TH

1/8" = 1'-0"84E 10TH

7' -

6"

9' - 7"

18W 9TH STREET

10' - 10"

AREAWAY

STREET WALL

APPR

OXIM

ATE

7' -

1"

STREET WALL

6' -

8"

8' - 11"

10' - 4"

11E 9TH STREET

2' -

6"

AREAWAY

APPR

OXIM

ATE

7' -

11"

8' - 8"

2' -

10"

9E 9TH STREET

9' - 8"

AREAWAYSTREET WALL

APPR

OXIM

ATE

7' -

11"

6' -

8"

2' -

0"

10W 9TH STREET

10' - 8"

8' - 6"

AREAWAYSTREET WALL

1' -

2"

33W 9TH STREET

7' - 6"

AREAWAYSTREET WALL

2' -

5"

55W 9TH STREET

6' -

6"

8' - 4"

AREAWAYSTREET WALL

5' - 10"

STREET WALL

1' -

10"

6E 10TH STREET

9' - 8"

6' -

1"

8' - 0"

AREAWAY

1' -

4"

4E 10TH STREET

9' - 4"

6' -

1"

7' - 4"

AREAWAY STREET WALL

SIGN & SEAL


CLIENT



PROJ. NO.SCALE:




ISSUES



ARCHITECT

STRUCTURAL ENGINEER

CONTRACTORTBD

REVISIONS


T: (646) 961-3999

MEP ENGINEER


T: (212) 791-4578

CODE CONSULTANT



1/8" = 1'-0"

1STOOP STUDIES

AuthorChecker

03/24/20

ARG - 318005


ARGTOWNHOUSE


1/8" = 1'-0"118W 9TH

1/8" = 1'-0"211e 9th

1/8" = 1'-0"39e 9th

1/8" = 1'-0"410W 9TH

1/8" = 1'-0"533W 9TH

1/8" = 1'-0"655W 9TH

1/8" = 1'-0"76E 10TH

1/8" = 1'-0"84E 10TH

10 WEST 9TH STREET18 WEST 9TH STREET

SCHEMATIC SIDEWALK PLANS

4

3. ANALYSIS OF ADJACENT PROPERTIES

7' -

6"

9' - 7"

18W 9TH STREET

10' - 10"

AREAWAY

STREET WALL

APPR

OXIM

ATE

7' -

1"

STREET WALL

6' -

8"

8' - 11"

10' - 4"

11E 9TH STREET

2' -

6"

AREAWAY

APPR

OXIM

ATE

7' -

11"

8' - 8"

2' -

10"

9E 9TH STREET

9' - 8"

AREAWAYSTREET WALL

APPR

OXIM

ATE

7' -

11"

6' -

8"

2' -

0"

10W 9TH STREET

10' - 8"

8' - 6"

AREAWAYSTREET WALL

1' -

2"

33W 9TH STREET

7' - 6"

AREAWAYSTREET WALL

2' -

5"

55W 9TH STREET

6' -

6"

8' - 4"

AREAWAYSTREET WALL

5' - 10"

STREET WALL

1' -

10"

6E 10TH STREET

9' - 8"

6' -

1"

8' - 0"

AREAWAY

1' -

4"

4E 10TH STREET

9' - 4"

6' -

1"

7' - 4"

AREAWAY STREET WALL

SIGN & SEAL


CLIENT



PROJ. NO.SCALE:




ISSUES



ARCHITECT

STRUCTURAL ENGINEER

CONTRACTORTBD

REVISIONS


T: (646) 961-3999

MEP ENGINEER


T: (212) 791-4578

CODE CONSULTANT



1/8" = 1'-0"

1STOOP STUDIES

AuthorChecker

03/24/20

ARG - 318005


ARGTOWNHOUSE


1/8" = 1'-0"118W 9TH

1/8" = 1'-0"211e 9th

1/8" = 1'-0"39e 9th

1/8" = 1'-0"410W 9TH

1/8" = 1'-0"533W 9TH

1/8" = 1'-0"655W 9TH

1/8" = 1'-0"76E 10TH

1/8" = 1'-0"84E 10TH

55 WEST 9TH STREET

7' -

6"

9' - 7"

18W 9TH STREET

10' - 10"

AREAWAY

STREET WALL

APPR

OXIM

ATE

7' -

1"STREET WALL

6' -

8"

8' - 11"

10' - 4"

11E 9TH STREET

2' -

6"AREAWAY

APPR

OXIM

ATE

7' -

11"

8' - 8"

2' -

10"

9E 9TH STREET

9' - 8"

AREAWAYSTREET WALL

APPR

OXIM

ATE

7' -

11"

6' -

8"

2' -

0"

10W 9TH STREET

10' - 8"

8' - 6"

AREAWAYSTREET WALL

1' -

2"

33W 9TH STREET

7' - 6"

AREAWAYSTREET WALL

2' -

5"

55W 9TH STREET

6' -

6"

8' - 4"

AREAWAYSTREET WALL

5' - 10"

STREET WALL

1' -

10"

6E 10TH STREET

9' - 8"

6' -

1"

8' - 0"

AREAWAY

1' -

4"

4E 10TH STREET

9' - 4"

6' -

1"

7' - 4"

AREAWAY STREET WALL

SIGN & SEAL


CLIENT



PROJ. NO.SCALE:




ISSUES



ARCHITECT

STRUCTURAL ENGINEER

CONTRACTORTBD

REVISIONS


T: (646) 961-3999

MEP ENGINEER


T: (212) 791-4578

CODE CONSULTANT



1/8" = 1'-0"

1STOOP STUDIES

AuthorChecker

03/24/20

ARG - 318005


ARGTOWNHOUSE


1/8" = 1'-0"118W 9TH

1/8" = 1'-0"211e 9th

1/8" = 1'-0"39e 9th

1/8" = 1'-0"410W 9TH

1/8" = 1'-0"533W 9TH

1/8" = 1'-0"655W 9TH

1/8" = 1'-0"76E 10TH

1/8" = 1'-0"84E 10TH

4 EAST 10TH STREET

7' -

6"

9' - 7"

18W 9TH STREET

10' - 10"

AREAWAY

STREET WALL

APPR

OXIM

ATE

7' -

1"

STREET WALL

6' -

8"

8' - 11"

10' - 4"

11E 9TH STREET

2' -

6"

AREAWAY

APPR

OXIM

ATE

7' -

11"

8' - 8"

2' -

10"

9E 9TH STREET

9' - 8"

AREAWAYSTREET WALL

APPR

OXIM

ATE

7' -

11"

6' -

8"

2' -

0"

10W 9TH STREET

10' - 8"

8' - 6"

AREAWAYSTREET WALL

1' -

2"

33W 9TH STREET

7' - 6"

AREAWAYSTREET WALL

2' -

5"

55W 9TH STREET

6' -

6"

8' - 4"

AREAWAYSTREET WALL

5' - 10"

STREET WALL

1' -

10"

6E 10TH STREET

9' - 8"

6' -

1"

8' - 0"

AREAWAY

1' -

4"

4E 10TH STREET

9' - 4"

6' -

1"

7' - 4"

AREAWAY STREET WALL

SIGN & SEAL


CLIENT



PROJ. NO.SCALE:




ISSUES



ARCHITECT

STRUCTURAL ENGINEER

CONTRACTORTBD

REVISIONS


T: (646) 961-3999

MEP ENGINEER


T: (212) 791-4578

CODE CONSULTANT



1/8" = 1'-0"

1STOOP STUDIES

AuthorChecker

03/24/20

ARG - 318005


ARGTOWNHOUSE


1/8" = 1'-0"118W 9TH

1/8" = 1'-0"211e 9th

1/8" = 1'-0"39e 9th

1/8" = 1'-0"410W 9TH

1/8" = 1'-0"533W 9TH

1/8" = 1'-0"655W 9TH

1/8" = 1'-0"76E 10TH

1/8" = 1'-0"84E 10TH

6 EAST 10TH STREET

SCHEMATIC SIDEWALK PLANS

5

LOT 2515 E 9TH STREET


4 STORY BRICK W/BASEMENT & CELLAR


31.43(*)T.O.C.

31.709(*)T.O.C.

UP

PROPERTY LINE

EAST 9TH STREET (60' WIDE - NARROW STREET)

5TH

AVE

NUE

(100

' WID

E -W

IDE

STRE

ET)

TRAFFIC DIRECTION

TRAF

FIC

DIRE

CTIO

N

UNIV

ERSI

TY P

LACE

(100

' WID

E -W

IDE

STRE

ET)

TRAF

FIC

DIRE

CTIO

N

EXG. PHONE COVER

GAS

EXG. WATER VALVE

PROPOSED TREET PIT WITH LOW METAL

FENCING

DN

DN

3' -

0"10

"

3' -

0"6"

8' - 0"

7' -

11"

4' -

2"

4' - 2

"

10' - 0"

6' -

6"

7" 6' - 11" 7"

5' - 3"

3' -

0"

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

1' -

9"

7' -

8"6'

- 5"

PROPOSED METAL RAILING & FINIAL

PROPOSED CAST BROWNSTONE STEPS AND LANDING TO MAIN ENTRY ON PARLOR LEVEL

PROPOSED SUNKEN AREAWAY

EXG. CONCRETE SIDEWALK

2' - 0"

LHEXISTING LARGE TREE W/ TREE PIT EXISTING LAMP POSTEXISTING FIRE HYDRANT

AREA OF WORK

ADJACENT BUILDINGS

P EXISTING PLANTERT3

T2T1LEGEND EXISTING MEDIUM TREE W/ TREE PIT

EXISTING SMALL TREE W/ TREE PIT

SIGN & SEAL


OWNER




ARCHITECT

STRUCTURAL ENGINEER

17 EAST 9 LLC 50 W 17TH STREET, NEW YORK, NY 10011


T: (212) 791-4578

CODE CONSULTANT

PAGE OF 6

DOT-1023

PROPOSED PLAN1/4" = 1'-0"

TNPN

1

2DOT-103

2DOT-104



4 STORY BRICK W/BASEMENT & CELLAR


UP

EAST 9TH STREET (60' WIDE - NARROW STREET)

(100

' WID

E -W

IDE

STRE

ET)

TRAFFIC DIRECTION

TRAF

FIC

DIRE

CTIO

N

UNIV

ERSI

TY P

LACE

(100

' WID

E -W

IDE

STRE

ET)

TRAF

FIC

DIRE

CTIO

N

C L

DN

8' - 0"

3' -

0"

6" 4' - 3"

DN

10"

25' - 0"

10' - 0"

PROPOSED CAST BROWN STONE STEPS AND LANDING TO MAIN ENTRY ON PARLOR LEVEL

31.43(*)T.O.C.

31.709(*)T.O.C.

STEEL CURB

EXG. PHONE COVER PLATE

EXG. GAS VALVEEXG. WATER

VALVE

EXG. PAINTED METAL GUARD RAIL ON CONCRETE CURB

EXG. TREE PITW/ LOW METAL FENCING

EXG. BRICK MASONRY PLANTER

PROPOSED TREE PIT W/ LOW METAL FENCING

EXG. TREE PIT W/ LOW METAL FENCING


CONCRETE JOINTLINE, TYP.


5TH

AVEN

UE

PROPOSED METAL RAILING & FINIAL

6"

6' -

5"9' - 9"

PROPERTY LINE

3' -

10"

4' - 8" 2' - 1"

29' - 4"24' - 10"

8"

1' - 4" 5' - 8" 1' - 4"

3' -

9"4'

- 3"

4' -

0"2'

- 7"

8" 14' - 1"

4' -

4"

PROPOSED SUNKEN AREAWAY

4' - 2

"

2' - 0"

7' -

9"

3' -

0"3'

- 6"

5" 6' - 11" 7"

3' -

10"

7' -

11"

7' -

8"

8' -

0"

25' - 0"

EXTENTS OF PROPOSED STRUCTURAL SOIL

6' -

6"

17' - 0"

PROPOSED STRUCTURAL SOIL

EXTENSION OF LOTLINE

EXTENSION OF LOTLINE

13' -

0"

3' -

9"

5' - 6" 5' - 0"

3DOT-104

4' -

2"3' -

0" 3' - 0"

2' -

3"

L

HEXISTING LARGE TREE W/ TREE PIT

EXISTING LAMP POST

EXISTING FIRE HYDRANT

AREA OF WORK

ADJACENT BUILDINGS

P EXISTING PLANTERT3

T2T1LEGEND

EXISTING MEDIUM TREE W/ TREE PIT

EXISTING SMALL TREE W/ TREE PIT

EXTENTS OF STRUCTURAL SOIL METAL BILCO DOOR

PROPOSED AREA PROPERTY LINE EXTENSION OF LOT LINE

SIGN & SEAL


OWNER




ARCHITECT

STRUCTURAL ENGINEER



T: (212) 791-4578

CODE CONSULTANT

PAGE OF 6

DOT-1023

TNPN

1/4" = 1'-0"1PROPOSED PLAN

PROPOSED - DOT APPROVED PLAN

4. PROPOSED PLAN

CURRENT PROPOSAL - LOT PLANEAST 9TH STREET

LOT

2515

E 9

TH

STRE

ET

LOT

2719

E 9

TH

STRE

ET

ADJA

CENT

BUI

LDIN

GS

AREA

OF

WOR

K -E

XIST

ING

4 ST

ORY

BUIL

DING

W/

BASE

MEN

T &

CEL

LAR

(60' WIDE - NARROW STREET)

4 ST

ORY

BRIC

K W

/BAS

EMEN

T &

CE

LLAR

2 ST

ORY

BRIC

KRE

QUIR

ED R

EAR

YARD

AS

PER

ZR

23-4

7

LOT

2617

E 9

TH

STRE

ET

5TH

AVE

NUE

(100

' WID

E -W

IDE

STRE

ET)

EXG.

SK

YLIG

HT

EXG. SKYLIGHT

EXG.

STA

IR

BULK

HEAD

BUIL

DING

ENT

RY

EXG.

CH

IMNE

Y

EXG.

CHI

MNE

Y

EXG.

SK

YLIG

HT

PROP

ERTY

LIN

E

31.4

3(*)

T.O.

C.

31.7

09(*

)T.

O.C.

EXG.

COA

L CH

UTE

ACCE

SS H

ATCH

DN

* EL

EVAT

IONS

EXT

RAPO

LATE

D BA

SED

ON T

HE O

FFIC

IAL

SURV

EY. S

EE X

-001

.

EXG.

OIL

VAL

VE

EXG.

GAS

VAL

VE

EXG.

LOT

LIN

E W

ALL

EXG.

PAR

TY

WAL

LEX

G. C

HIM

NEY

EXG.

CHI

MNE

Y

50' -

6"

11' -

8"

EXIS

TING

REA

R YA

RD

EXTE

RIOR

FAC

ADE

OVER

HANG

4 ST

ORY

BRIC

K W

/BAS

EMEN

T

5 ST

ORY

BRIC

K W

/CEL

LAR

3 ST

ORY

BRIC

K

3 1/

2 ST

ORY

BRIC

K &

STU

CCO

2 1/

2 ST

ORY

BRIC

K

2 ST

ORY

CONC

RETE

BL

OCK 28

' - 7

"

30' -

0"

SIGN

& S

EAL

COPY

RIG

HT ©

201

7 W

ORKS

HO

P/AP

D AR

CHIT

ECTU

RE D

PC

CLIE

NT

WOR

KSHO

P/AP

D AR

CHIT

ECTU

RE D

PC39

Wes

t 38t

h St

reet

, 7th

Fl,

New

Yor

k, N

Y 10

018

T: (2

12) 2

73-9

712

inf

o@w

orks

hopa

pd.c

om

PROJ

. NO.

SCAL

E:

DRAW

N BY

:CH

ECKE

D BY

:DA

TE:

DRAW

ING

INFO

CONS

TRUC

TION

DOC

UMEN

TS

BURO

EHR

ING

233

Broa

dway

, Sui

te 1

770,

New

Yor

k, N

YT:

(212

) 359

-165

0 in

fo@

buro

ehrin

g.co

m

ISSU

ES

ALL

DESI

GNS

& SP

ECS

ARE

SUBJ

ECT

TOVE

RIFI

CATI

ON O

F EX

G. F

IELD

CON

DITI

ONS

NOT

FOR

CONS

TRU

CTIO

N

ARCH

ITEC

T

STRU

CTUR

AL E

NGIN

EER

CONT

RACT

OR TBD

REVI

SION

S

CES

ENGI

NEER

ING

LLC

216

East

45t

h St

reet

, New

Yor

k, N

Y 10

017

T: (6

46) 9

61-3

999

MEP

ENG

INEE

R

WIL

LIAM

VIT

ACCO

ASS

OCIA

TES

LTD

299

Broa

dway

, 5th

Fl,

New

Yor

k, N

Y 10

007

T: (2

12) 7

91-4

578

CODE

CON

SULT

ANT

ARGO

REA

L ES

TATE

50

W 1

7th

Stre

et, #

6,

New

Yor

k, N

Y 10

011

T: (2

12) 8

96-8

600

inf

o@ar

go.c

om

1/8"

= 1

'-0"

Z-00

1.00

SITE

PLA

NIRC

SRT/

TJZ

04/1

1/18

ARG

-318

005

17 E

AST

9TH

STRE

ET, N

EW Y

ORK,

NY

1000

3

ARG

TOW

NHOU

SE

1/8"

= 1

'-0"

1SI

TE P

LAN

-EXI

STIN

GTN PN

APPL

ICAB

LE S

ECTI

ONS

1. Z

R 23

-153

FOR

QUA

LITY

HOU

SING

BUI

LDIN

GSFA

R PE

RMIT

TED:

3.4

4

COM

PLIE

S

B. M

AXIM

UM L

OT C

OVER

AGE

INTE

RIOR

LOT

: 65%

-1,

500

SF

EXG.

LOT

COV

ERAG

E: 1

,533

SF

EXIS

TING

-NO

N CO

MPL

YING

2. Z

R 23

-47

MIN

. REQ

. REA

R YA

RDS

30' R

EAR

YARD

EQU

IVAL

ENT

FOR

RESI

DENT

IAL

USE

ON IN

TERI

OR L

OT

DIST

ANCE

OF

EXIS

TING

REA

R FA

CADE

FRO

M R

EAR

LOT

LINE

: 28'

-7"

EXIS

TING

-NO

N CO

MPL

YING

3. Z

R 23

-692

MAX

. HEI

GHT

OF B

UILD

INGS

&

SETB

ACK

REGU

LATI

ONS

FOR

QHM

AX. B

UILD

ING

HEIG

HT:6

0'EX

ISTI

NG B

UILD

ING

HEIG

HT: 5

6'-5

"

COM

PLIE

S: R

EF. Z

-004

& Z

-005

No.

Date

Desc

riptio

n01

06/2

2/20

18LA

NDM

ARKS

SUB

MIS

SION

0206

/22/

2018

DOB

SUBM

ISSI

ON03

09/2

6/20

18LA

NDM

ARKS

SUB

MIS

SION

II04

11/1

6/20

1810

0% D

D SE

T05

01/0

9/20

19DO

B SU

BMIS

SION

No.

Dat

e D

escr

iptio

n

EXISTING - LOT PLAN

EXIS

TING

BUI

LDIN

G TO

RE

MAI

N IN

ZON

ING

LOT

PROP

OSED

4 S

TORY

REN

OVAT

ION

IN Z

ONIN

G LO

T W

/ BA

SEM

ENT

AND

CELL

AR

ELEV

ATOR

BU

LKHE

AD

ROOF

TER

RACE

EAST 9TH STREET

LOT

2515

E 9

TH

STRE

ET

LOT

2719

E 9

TH

STRE

ET

(60' WIDE - NARROW STREET)

30' R

EQUI

RED

REAR

YA

RD A

S PE

R ZR

23-

47

LOT

2617

E 9

TH

STRE

ET

5TH

AVE

NUE

(100

' WID

E -W

IDE

STRE

ET)

NEW

BUI

LDIN

G EN

TRY

PROP

ERTY

LIN

E

4 ST

ORY

BRIC

K W

/BAS

EMEN

T &

CEL

LAR

MEC

HANI

CAL

BULK

HEAD

SKYL

IGHT

31.7

09(*

)

NOTE

: ALL

SPO

T EL

EVAT

IONS

ARE

BAS

ED O

N TH

E AV

ERAG

E CU

RB L

EVEL

. SEE

2/Z

-003

FOR

CAL

CULA

TION

S.

* EL

EVAT

IONS

EXT

RAPO

LATE

D BA

SED

ON T

HE O

FFIC

IAL

SURV

EY. S

EE X

-001

.

EXG.

LOT

LIN

E W

ALL

EXG.

PAR

TY

WAL

L

31.4

3(*)

T.O.

C.

PROP

OSED

MEC

HANI

CAL

EQUI

PMEN

T LO

CATI

ON

DN

SUNK

EN

TERR

ACE

CHIM

NEY

3' -

0"

10' - 0"

NORT

H LI

GHT

MEC

HANI

CAL

SLOP

ED

ROOF

72' -

5 5

/8"

67' -

10

1/8"

57' -

10"

57' -

10"

3 ST

ORY

BRIC

K W

/BAS

EMEN

T &

CEL

LAR

45' -

6 3

/4"

HT A

BOVE

ACL

HT A

BOVE

ACL

HT A

BOVE

ACL

HT A

BOVE

ACL

HT A

BOVE

ACL

4 ST

ORY

BRIC

K W

/BAS

EMEN

T

5 ST

ORY

BRIC

K W

/CEL

LAR

3 ST

ORY

BRIC

K

3 1/

2 ST

ORY

BRIC

K &

STU

CCO

2 1/

2 ST

ORY

BRIC

K

2 ST

ORY

CONC

RETE

BL

OCK

TERR

ACE

BELO

W

25' - 0"

EXIS

TING

TRE

E PI

T TO

BE

RESI

ZED

AS S

HOW

N,

PEND

ING

DOT

REVO

CABL

E CO

NSEN

T

30' -

9"

1' -

6"50

' - 2

"9'

- 10

"

61' -

6"

SIGN

& S

EAL

COPY

RIG

HT ©

201

7 W

ORKS

HO

P/AP

D AR

CHIT

ECTU

RE D

PC

CLIE

NT

WOR

KSHO

P/AP

D AR

CHIT

ECTU

RE D

PC39

Wes

t 38t

h St

reet

, 7th

Fl,

New

Yor

k, N

Y 10

018

T: (2

12) 2

73-9

712

inf

o@w

orks

hopa

pd.c

om

PROJ

. NO.

SCAL

E:

DRAW

N BY

:CH

ECKE

D BY

:DA

TE:

DRAW

ING

INFO

CONS

TRUC

TION

DOC

UMEN

TS

BURO

EHR

ING

233

Broa

dway

, Sui

te 1

770,

New

Yor

k, N

YT:

(212

) 359

-165

0 in

fo@

buro

ehrin

g.co

m

ISSU

ES

ALL

DESI

GNS

& SP

ECS

ARE

SUBJ

ECT

TOVE

RIFI

CATI

ON O

F EX

G. F

IELD

CON

DITI

ONS

NOT

FOR

CONS

TRU

CTIO

N

ARCH

ITEC

T

STRU

CTUR

AL E

NGIN

EER

CONT

RACT

OR TBD

REVI

SION

S

CES

ENGI

NEER

ING

LLC

216

East

45t

h St

reet

, New

Yor

k, N

Y 10

017

T: (6

46) 9

61-3

999

MEP

ENG

INEE

R

WIL

LIAM

VIT

ACCO

ASS

OCIA

TES

LTD

299

Broa

dway

, 5th

Fl,

New

Yor

k, N

Y 10

007

T: (2

12) 7

91-4

578

CODE

CON

SULT

ANT

ARGO

REA

L ES

TATE

50

W 1

7th

Stre

et, #

6,

New

Yor

k, N

Y 10

011

T: (2

12) 8

96-8

600

inf

o@ar

go.c

om

1/8"

= 1

'-0"

Z-00

2.01

SITE

PLA

NIRC

SRT/

TJZ

04/1

2/18

ARG

-318

005

17 E

AST

9TH

STRE

ET, N

EW Y

ORK,

NY

1000

3

ARG

TOW

NHOU

SE

1/8"

= 1

'-0"

1ZO

NING

PLA

N

APPL

ICAB

LE S

ECTI

ONS

1. M

AP 1

2C

A.

ZON

ING

DIST

RICT

R7-2

RES

IDEN

TIAL

B. L

OT S

IZE:

25'

X 9

2'-3

.5"

LOT

AREA

: 2,3

07 S

F

2. Z

R 22

-10

USES

PER

MIT

TED

AS O

F RI

GHT

USES

PER

MIT

TED:

US

E GR

OUPS

1,2

,3 &

4

USES

PRO

POSE

D:UG

2 R

ESID

ENTI

AL

3. Z

R 23

-153

FOR

QUA

LITY

HOU

SING

BUI

LDIN

GSA.

FAR

PER

MIT

TED:

3.4

4M

AX. A

LLOW

ABLE

ZSF

: 2,3

07 X

3.4

4 =

7,9

36 S

FPR

OPOS

ED F

AR: 3

.03

PROP

OSED

ZSF

: 7,0

11 S

F

COM

PLIE

S: R

EF. Z

-100

'S.

B. M

AXIM

UM L

OT C

OVER

AGE

INTE

RIOR

LOT

: 65%

-1,

500

SF

EXG.

LOT

COV

ERAG

E: 1

,533

SF

PROP

OSED

LOT

COV

ERAG

E: 1

,500

SF

COM

PLIE

S: R

EF. 1

/Z-0

03

4. Z

R 23

-47

MIN

. REQ

. REA

R YA

RDS

30' R

EAR

YARD

FOR

RES

IDEN

TIAL

USE

ON

INTE

RIOR

LOT

COM

PLIE

S: R

EF. 1

/Z-0

02

5. Z

R 23

-692

MAX

. HT.

LIM

ITAT

IONS

FOR

NAR

ROW

BUI

LDIN

GS O

R EN

LARG

EMEN

TSM

AXIM

UM B

UILD

ING

HEIG

HT:

60' =

STR

EET

WID

THPR

OPOS

ED B

UILD

ING

HEIG

HT: 5

4'-1

1" (M

EASU

RED

FROM

ACL

, REF

. TO

2/Z-

003)

COM

PLIE

S: R

EF. Z

-004

& Z

-005

6. Z

R 23

-62

(g)(

3)(ii

) PE

RMIT

TED

OBST

RUCT

IONS

MAX

. LOT

COV

ERAG

E OF

PER

MIT

TED

OBST

RUCT

IONS

ABO

VE M

AX H

T: B

UILD

ING

LOT

COVE

RAGE

X 2

0%

BUIL

DING

LOT

COV

ERAG

E: 1

,500

SF

MAX

. ALL

OWAB

LE L

OT C

OVER

AGE

FOR

PERM

ITTE

D OB

STRU

CTIO

NS: 1

,497

X 2

0%=

300

SF

MAX

. ALL

OWAB

LE H

T OF

PER

MIT

TED

OBST

RUCT

IONS

: 25'

COM

PLIE

S: R

EF. Z

-004

& Z

-005

7. Z

R 13

-10,

123

-70

ACCE

SSOR

Y OF

F-ST

REET

PAR

KING

NONE

REQ

UIRE

D; N

ONE

PROV

IDED

8. Z

R 26

-41

STRE

ET T

REE

PLAN

TING

1 TR

EE /

25' O

F ST

REET

FRO

NTAG

E

EAST

9TH

STR

EET:

25'

FRO

NTAG

ERE

QUIR

ED T

REES

: 1

COM

PLIE

S: R

EF. T

O BP

P SH

EETS

9. Z

R 25

-811

BIC

YCLE

PAR

KING

REG

ULAT

IONS

NONE

REQ

UIRE

D; N

ONE

PROV

IDED

10. B

C 20

14 1

613.

7 S

EISM

IC G

APBU

ILDI

NG H

EIGH

T: 5

4'-1

1"RE

Q'D.

SEI

SMIC

GAP

: 2"

PROV

IDED

SEI

SMIC

GAP

: 2"

PART

Y W

ALL

ON E

AST

LOT

LINE

, N/A

COM

PLIE

S: R

EF. T

O A-

100s

.

11. B

C 20

14 T

ABLE

503

GROU

P: R

3CO

NSTR

UCTI

ON T

YPE:

III A

HEIG

HT L

IMIT

ATIO

N: 6

5'ST

ORY

LIM

ITAT

ION

ABOV

E GR

ADE

PLAN

E:6

AREA

: 14,

700

SF

COM

PLIE

S: R

EF. Z

-004

& Z

-005

12. B

C 20

14 5

08.4

SEP

ARAT

ION

OF O

CCUP

ANCI

ESPR

OPOS

ED O

CCUP

ANCY

: R-3

N/A

1. Z

R 28

-21

DWEL

LING

UNI

T SI

ZE#

OF

DWEL

LING

UNI

TS=

1FL

OOR

AREA

: 7,2

28 S

FCO

MPL

IES

2. Z

R 28

-22

WIN

DOW

SDO

UBLE

GLA

ZING

REQ

UIRE

DCO

MPL

IES

REF.

TO

A-57

0

3. Z

R 28

-23

REFU

SE D

ISPO

SAL

NOT

REQU

IRED

# O

F DW

ELLI

NG U

NITS

=1<

9

4. Z

R 28

-24

LAUN

DRY

FACI

LITI

ESPR

OVID

ED IN

UNI

TCO

MPL

IES:

REF

. TO

A-10

0.

5. Z

R 28

-31

RECR

EATI

ON S

PACE

NOT

REQU

IRED

# O

F DW

ELLI

NG U

NITS

=1<

9

6. Z

R 28

-33

PLAN

TING

PROV

IDED

SEE

A-10

1

7. P

ARKI

NGNO

NE R

EQUI

RED

NONE

PRO

VIDE

D

QUAL

ITY

HOU

SING

ANA

LYSI

S

No.

Date

Desc

riptio

n01

06/2

2/20

18LA

NDM

ARKS

SUB

MIS

SION

0206

/22/

2018

DOB

SUBM

ISSI

ON03

01/0

9/20

19DO

B SU

BMIS

SION

No.

Dat

e D

escr

iptio

n04

4/17

/202

0DO

B PA

A RE

VISI

ONS

1

6

AVERAGE CURB LEVEL2' - 8"

4TH FLOOR T.O.S.46' - 6 3/4"

3RD FLOOR T.O.S.35' - 6 3/4"

2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"

BASEMENT T.O.S.-0' - 1 1/4"

EXISTING DRAIN PIPE TO BE RELOCATED

REMOVE ALL EXG. METAL WINDOW PLANTERS AND

REPAIR/REPLACE BRICK AS REQUIRED

REPLACE ALL WINDOWS IN KIND

BLACK PAINTED CORNICE TO REMAIN AND PAINTED IN

BLACK TO MATCH EXISTING, PROTECT AS REQ'D.

REMOVE ALL EXISTING CHIMNEYS

REMOVE ALL EXISTING SKYLIGHTS, MAINTAIN

WATERPROOFING AT ALL TIMES

REMOVE EXISTING STAIR BULKHEAD

EXISTING BRICK FACADE TO REMAIN AND TO BE REPAIRED,

REPOINTED, CLEANED AS REQUIRED AND TO BE

POWERWASHED, WATER PRESSURE BELOW 500 PSI,

PROTECT AS REQUIRED

REMOVE AND REPLACE ALL SILLS AND LINTELS TO

MATCH PROPOSED BROWNSTONE BASE AND

ENTABLATURE

EXISTING WINDOWS TO BE REPLACED IN KIND, REMOVE

METAL GUARDRAILS.

EXISTING PLASTER & MOULDING TO BE REMOVED,

11' -

0"

12' -

0"

13' -

11"

9' -

9"

EXISTING SCONCES TO BE REMOVED

EXISTING COAL CHUTE TO BE REMOVED, SEE

STRUCTURAL DRAWINGS

AC

AC

AC

AC

REMOVE ALL WINDOW MOUNTED AC UNITS

EXISTING WATER METER TO BE RELOCATED.

EXISTING OIL READER TO BE REMOVED.

EXISTING GOOSENECK TO BE REMOVED.

OUTLINE OF EXISTING 4 STORY

BRICK BUILDING


BRICK BUILDING

PENTHOUSE EXG. AV. T.O.S59' - 0 3/8"

MAX. BUILDING HEIGHT62' - 8"


CELLAR PROPOSED T.O.S.-11' - 0"

PENTHOUSE LEVEL EXT T.O.S.56' - 10 7/8"

4TH FLOOR T.O.S.46' - 6 3/4"

3RD FLOOR T.O.S.35' - 6 3/4"

2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"


ELEVATOR PIT T.O.S.-16' - 0"

PENTHOUSE LEVEL T.O.S.57' - 6 7/8"


BRICK BUILDING

11' -

0"

12' -

0"

13' -

11"

9' -

9"

10' -

11"

PROPOSED WOOD WINDOWS,

PAINTED BLACK TO MATCH EXISTING

BROWNSTONE LINTELS AND

SILLS TO MATCH BROWNSTONE

BASE

5' -

0"

PR

OP

OSE

D B

UIL

DIN

G H

EIG

HT

54' -

11"

NEW BROWNSTONE VENEER AT BASE

METAL SLATTED MECHANICAL SCREEN

BLUESTONE CLADDING & COPING

PROPOSED NEW ALUMINUM CURTAIN WALL

PROPOSED NEW WOOD DOOR

PROPOSED NEW OUTDOOR SCONCE BY HUBBARDTON FORGE

NEW GLASS RAILING

PROPOSED NEW METAL RAILING

E-MT-1

EXISTING NATURAL BRICK TO REPAIRED,

CLEANED AND POWERWASHED

AS REQUIRED

EXISTING CORNICE TO BE REPAIRED AND

REFINISHED AS REQUIRED

BULKHEAD ACCESS LADDER

BH T.O.S.67' - 10 1/8"

10' -

3"

E-BR-1

E-SS-2

E-WD-1

E-PT-1

E-SS-1

E-GL-1

E-SS-1

E-MT-2

E-MT-2

ELEV. BH T.O.S.72' - 5 5/8"

4' -

8"

EMERGENCY GENERATOR


BRICK BUILDING

11' -

0"

MA

X BU

ILD

ING

HEI

GH

T

60' -

0"

E3

MECHANICAL EQUIPMENT, SEE MEP DRAWINGS

8' -

1"

7' - 4"

E-SS-2

4' -

2"

E-MT-2

E-WD-1

BLACK POWDER COAT ALUMINUM

BLACK PAINTED WOODE-WD-2 EBONY STAINED MAHOGANY

E-BR-1

E-SS-1

RED NATURAL BRICK

BLUESTONEE-SS-2 CAST BROWNSTONEE-MT-1 BLACK POWDER COATED METAL E-PT-1 BENJAMIN MOORE BLACK PAINT HC-190

E-GL-1 CLEAR GLASS

SIGN & SEAL


CLIENT



PROJ. NO.SCALE:




ISSUES



ARCHITECT

STRUCTURAL ENGINEER

CONTRACTORTBD

REVISIONS


T: (646) 961-3999

MEP ENGINEER


T: (212) 791-4578

CODE CONSULTANT



As indicated

A-200.01EXTERIOR ELEVATIONS

IRCSRT/TJZ04/25/18

ARG - 318005


ARGTOWNHOUSE

3/16" = 1'-0"1EXISTING ELEVATION - SOUTH

3/16" = 1'-0"2PROPOSED ELEVATION - SOUTH

No. Date Description01 09/26/2018 LANDMARKS SUBMISSION II02 11/16/2018 100% DD SET03 01/09/2019 DOB SUBMISSION04 4/17/2020 DOB PAA FILING

No. Date Description05 4/17/2020 DOB PAA REVISIONS


4TH FLOOR T.O.S.46' - 6 3/4"

3RD FLOOR T.O.S.35' - 6 3/4"

2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"















PROTECT AS REQUIRED



ENTABLATURE


METAL GUARDRAILS.


11' -

0"

12' -

0"

13' -

11"

9' -

9"



STRUCTURAL DRAWINGS

AC

AC

AC

AC






BRICK BUILDING


BRICK BUILDING






4TH FLOOR T.O.S.46' - 6 3/4"

3RD FLOOR T.O.S.35' - 6 3/4"

2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"





BRICK BUILDING

11' -

0"

12' -

0"

13' -

11"

9' -

9"

10' -

11"





BASE

5' -

0"

A-221.012

A-221.011

PRO

POS

ED B

UIL

DIN

G H

EIG

HT

54' -

11"





PROPOSED NEW WOOD DOOR W/

GLASS SIDE LITES


NEW GLASS RAILING


E-MT-1



AS REQUIRED




BH T.O.S.67' - 10 1/8"

10' -

3"

E-BR-1

E-SS-2

E-WD-1

E-PT-1

E-SS-1

E-GL-1

E-SS-1

E-MT-2

E-MT-2

ELEV. BH T.O.S.72' - 5 5/8"

4' -

8"

EMERGENCY GENERATOR


BRICK BUILDING

11' -

0"

MA

X B

UIL

DIN

G H

EIG

HT

60' -

0"

E3


8' -

1"

7' - 4"

E-SS-2

4' -

3"

E-MT-2

E-WD-1



E-BR-1

E-SS-1

RED NATURAL BRICK


E-GL-1 CLEAR GLASS

SIGN & SEAL


CLIENT



PROJ. NO.SCALE:




ISSUES



ARCHITECT

STRUCTURAL ENGINEER

CONTRACTORTBD

REVISIONS


T: (646) 961-3999

MEP ENGINEER


T: (212) 791-4578

CODE CONSULTANT



As indicated


IRCSRT/TJZ04/25/18

ARG - 318005


ARGTOWNHOUSE





12' -

6"


4TH FLOOR T.O.S.46' - 6 3/4"

3RD FLOOR T.O.S.35' - 6 3/4"

2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"















PROTECT AS REQUIRED



ENTABLATURE


METAL GUARDRAILS.


11' -

0"

12' -

0"

13' -

11"

9' -

9"



STRUCTURAL DRAWINGS

AC

AC

AC

AC






BRICK BUILDING


BRICK BUILDING






4TH FLOOR T.O.S.46' - 6 3/4"

3RD FLOOR T.O.S.35' - 6 3/4"

2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"





BRICK BUILDING

11' -

0"

12' -

0"

13' -

11"

9' -

9"10

' - 1

1"





BASE

5' -

0"

A-221.012

A-221.011

PROP

OSED

BUI

LDIN

G HE

IGHT

54' -

11"





PROPOSED NEW WOOD DOOR W/

GLASS SIDE LITES


NEW GLASS RAILING


E-MT-1



AS REQUIRED




BH T.O.S.67' - 10 1/8"

10' -

3"

E-BR-1

E-SS-2

E-WD-1

E-PT-1

E-SS-1

E-GL-1

E-SS-1

E-MT-2

E-MT-2

ELEV. BH T.O.S.72' - 5 5/8"

4' -

8"

EMERGENCY GENERATOR


BRICK BUILDING

11' -

0"

MAX

BUI

LDIN

G HE

IGHT

60' -

0"

E3


8' -

1"

7' - 4"

E-SS-2

4' -

3"

E-MT-2

E-WD-1



E-BR-1

E-SS-1

RED NATURAL BRICK


E-GL-1 CLEAR GLASS

SIGN & SEAL


CLIENT



PROJ. NO.SCALE:




ISSUES



ARCHITECT

STRUCTURAL ENGINEER

CONTRACTORTBD

REVISIONS


T: (646) 961-3999

MEP ENGINEER


T: (212) 791-4578

CODE CONSULTANT



As indicated


IRCSRT/TJZ04/25/18

ARG - 318005


ARGTOWNHOUSE





PROPOSED - FRONT ELEVATIONEXISTING - FRONT ELEVATION

4. PROPOSED DESIGN: ELEVATIONS

E-PT-1BENJAMIN MOORE PAINTE-MT-1, E-MT-2, E-WD-1 TO MATCH E-PT-1

E-WD-2

EBONY STAINED MAHOGANY

E-SS-2CAST BROWNSTONE STONE BY VESTACASTTO MATCH ABC STONE MADRAS BROWN, NATURAL CLEFT

T.O. BLUESTONE COPING TO MATCH T.O. TERRACE PAVER ELEVATION

5"1/

2"

T.O. REAR TERRACE SLAB

T.O. FOUNDATION AT REAR TERRACE

1' -

0"10

"

FLUID APPLIED WATERPROOFING AT T.O. WALL

2"

PROP

ERTY

LIN

E

HEMMED FLASHING SLOPED AS REQ'D, REF. TO ENV DRAWINGS

6 5/

8"

FINISH TILE

T.O. SLAB

T.O. CURB

T.O. PAVER

3 1/

4"8"

T.O. GLAZING R.O.

1' -

1 3/

4"

WEEP IN METAL PANEL

2"

NOTCH COPING AROUND RAILING POSTS

3/8"

CONTINUOUS WATERPROOFING

3/8"X2" STEEL RAIL POST BOLTED TO ANGLE

STEEL ANGLE BOLTED TO STRUCTURAL SLAB

2"

3' - 8"

3 1/2"

3"

1' - 0"

3 1/

2"

PROVIDE RELIEF FOR FLASHING TERMINATION

6 7/

8"

BLUESTONE RISER ON INTERMITTENT CLIPS

UPTURN FLASHING WITHIN ACM

PROVIDE ACM STRUCTURE AS REQUIRED

1 1/2"

5"

BLUESTONE SLAB TREAD

1/2" STL TREAD SUPPORT

MECHANICAL ANCHOR

NEOPRENE RUBBER

1/2" BLUESTONE BOTTOM CAP

STL. BOTTOM RAIL

1/2" - C12x25 CHANNEL STRINGER

E-MT-1

E-SS-1

E-SS-1

E-MT-1

2"

1"

1/4" PLATE E-MT-1

3/4"

10 1

/2"

3/4"

3 1/16"

1"

10" 1 1/4"

3"



MECHANICAL ANCHOR, TYP.

NEOPRENE RUBBER


STL STRINGER EDGE

7

3/4"


CL POST CL POST3' - 6"

EQ 3 3/4" 3 3/4" EQ

6 9/

16"

4"3/

4"4"

6 9/

16"

3/4"

1' -

6 3/

4"

CL BALUSTRADE CL BALUSTRADE CL BALUSTRADE CL BALUSTRADE

2 5/8"2 5/8"

3/4"

3 3/4"

2 7/

8" 6 3/8" 9 3/4" 9 3/4" 9 3/4" 6 3/8"

1"

2 7/8"

3' -

11"

8

A-610.00

9

A-610.00

3/4" SQUARE BAR STOCK, BLACK POWDER COATED STEEL

BLACK POWDER COATED STEEL HANDRAIL

2"x1" BLACK POWDER COATED STEEL POST

3/4" SQUARE BAR STOCK, BLACK POWDER COATED

STEEL

BROWNSTONE CURB

8 1/2"

BASEPLATE BELOW BROWNSTONE CURB

BROWNSTONE MASONRY FINISH APPLIED TO CONCRETE

NON SHRINK GROUT

1"X1" STEEL POST WELDED TO BASEPLATE

PREFABRICATED BROWNSTONE CURB 3"

REINFORCED CONCRETE WALL, REFER TO STRUCTURAL DRAWINGS

EXPANSION BOLTS SET IN EPOXY

DRAINAGE BOARD W/FILTER FABRIC

DOT APPROVED SIDEWALK ASSEMBLY

EXPANSION JOINT

3"

3/4"BALUSTER WELDED TO HORIZONTAL BOTTOM RAIL

1"X1" HORIZONTAL BOTTOM RAIL

DECORATIVE STEEL TOP RAIL

BALUSTER WELDED TO HORIZONTAL TOP RAIL

2 1/2"

8 1/

2"


HORIZONTAL BOTTOM RAIL ABOVE

BASEPLATE BOLT

2"x1" STEEL POST WELDED TO BASEPLATE

BROWNSTONE CURB

6"

6"

2 1/

2"

10"

EQ EQ

4 1/

4"2'

- 6

1/4"

3 1/

4"

3' -

4 1/

2"

6"

3/4"1"

3/4"

1"

3/4"1"3/4"

6 1/

2"3/

4"7

3/4"

3/4"

7"3/

4"6

1/2"

3/4" SQUARE BAR STOCK, BLACK

POWDER COATED

1 1/

8"5/

8"2'

- 8

7/16

"1

1/4"

3/4"

3 3/

4"

2"

5"

1/2"2"2"1/2"

DECORATIVE METAL FINIAL

BLACK POWDER COATED STEEL POST

1 1/

8"5/

8"2'

- 8

7/16

"1

1/4"

3/4"

3 3/

4"

2"

5"

1/2"2"2"1/2"



SIGN & SEAL


CLIENT



PROJ. NO.SCALE:




ISSUES



ARCHITECT

STRUCTURAL ENGINEER

CONTRACTORTBD

REVISIONS


T: (646) 961-3999

MEP ENGINEER


T: (212) 791-4578

CODE CONSULTANT



As indicated

A-610.00EXTERIOR DETAILS

IRCSRT/TJZ04/25/18

ARG - 318005


ARGTOWNHOUSE


1 1/2" = 1'-0"1ARCH. CONCRETE COPING DETAIL

1 1/2" = 1'-0"2BRIDGE SECTION

1 1/2" = 1'-0"3BRIDGE TO METAL PANEL

1 1/2" = 1'-0"4REAR YARD STAIR STRINGER SECTION

1 1/2" = 1'-0"5REAR YARD STAIR - OPEN THREAD

1 1/2" = 1'-0"6PH GLASS RAILING ATTACHMENT DETAIL

TO BE UPDATED W/ CRL SHOE SPEC/DETAIL. SURFACE MOUNT STEEL SUBSTRATE.

1 1/2" = 1'-0"7AREAWAY - RAILING ENLARGED ELEVATION 3" = 1'-0"9

RAILING SECTION

3" = 1'-0"8RAIL POST BASE ATTACHMENT

1 1/2" = 1'-0"10STOOP RAILING ENLARGED ELEVATION

1 1/2" = 1'-0"11STOOP NEWEL DETAIL


5"1/

2"



1' -

0"10

"


2"

PROP

ERTY

LIN

E


6 5/

8"

FINISH TILE

T.O. SLAB

T.O. CURB

T.O. PAVER

3 1/

4"8"

T.O. GLAZING R.O.

1' -

1 3/

4"

WEEP IN METAL PANEL

2"


3/8"




2"

3' - 8"

3 1/2"

3"

1' - 0"

3 1/

2"


6 7/

8"




1 1/2"

5"



MECHANICAL ANCHOR

NEOPRENE RUBBER


STL. BOTTOM RAIL


E-MT-1

E-SS-1

E-SS-1

E-MT-1

2"

1"

1/4" PLATE E-MT-1

3/4"

10 1

/2"

3/4"

3 1/16"

1"

10" 1 1/4"

3"




NEOPRENE RUBBER


STL STRINGER EDGE

7

3/4"



EQ 3 3/4" 3 3/4" EQ

6 9/

16"

4"3/

4"4"

6 9/

16"

3/4"

1' -

6 3/

4"


2 5/8"2 5/8"

3/4"

3 3/4"

2 7/

8" 6 3/8" 9 3/4" 9 3/4" 9 3/4" 6 3/8"

1"

2 7/8"

3' -

11"

8

A-610.00

9

A-610.00





STEEL

BROWNSTONE CURB

8 1/2"



NON SHRINK GROUT







EXPANSION JOINT

3"





2 1/2"

8 1/

2"



BASEPLATE BOLT


BROWNSTONE CURB

6"

6"

2 1/

2"

10"

EQ EQ

4 1/

4"2'

- 6

1/4"

3 1/

4"

3' -

4 1/

2"

6"

3/4"1"

3/4"

1"

3/4"1"3/4"

6 1/

2"3/

4"7

3/4"

3/4"

7"3/

4"6

1/2"


POWDER COATED

1 1/

8"5/

8"2'

- 8

7/16

"1

1/4"

3/4"

3 3/

4"

2"

5"

1/2"2"2"1/2"



1 1/

8"5/

8"2'

- 8

7/16

"1

1/4"

3/4"

3 3/

4"

2"

5"

1/2"2"2"1/2"



SIGN & SEAL


CLIENT



PROJ. NO.SCALE:




ISSUES



ARCHITECT

STRUCTURAL ENGINEER

CONTRACTORTBD

REVISIONS


T: (646) 961-3999

MEP ENGINEER


T: (212) 791-4578

CODE CONSULTANT



As indicated


IRCSRT/TJZ04/25/18

ARG - 318005


ARGTOWNHOUSE










RAILING SECTION





5"1/

2"



1' -

0"10

"


2"

PROP

ERTY

LIN

E


6 5/

8"

FINISH TILE

T.O. SLAB

T.O. CURB

T.O. PAVER

3 1/

4"8"

T.O. GLAZING R.O.

1' -

1 3/

4"

WEEP IN METAL PANEL

2"


3/8"




2"

3' - 8"

3 1/2"

3"

1' - 0"

3 1/

2"


6 7/

8"




1 1/2"

5"



MECHANICAL ANCHOR

NEOPRENE RUBBER


STL. BOTTOM RAIL


E-MT-1

E-SS-1

E-SS-1

E-MT-1

2"

1"

1/4" PLATE E-MT-1

3/4"

10 1

/2"

3/4"

3 1/16"

1"

10" 1 1/4"

3"




NEOPRENE RUBBER


STL STRINGER EDGE

7

3/4"



EQ 3 3/4" 3 3/4" EQ

6 9/

16"

4"3/

4"4"

6 9/

16"

3/4"

1' -

6 3/

4"


2 5/8"2 5/8"

3/4"

3 3/4"

2 7/

8" 6 3/8" 9 3/4" 9 3/4" 9 3/4" 6 3/8"

1"

2 7/8"

3' -

11"

8

A-610.00

9

A-610.00





STEEL

BROWNSTONE CURB

8 1/2"



NON SHRINK GROUT







EXPANSION JOINT

3"





2 1/2"

8 1/

2"



BASEPLATE BOLT


BROWNSTONE CURB

6"

6"

2 1/

2"

10"

EQ EQ

4 1/

4"2'

- 6

1/4"

3 1/

4"

3' -

4 1/

2"

6"

3/4"1"

3/4"

1"

3/4"1"3/4"

6 1/

2"3/

4"7

3/4"

3/4"

7"3/

4"6

1/2"


POWDER COATED

1 1/

8"5/

8"2'

- 8

7/16

"1

1/4"

3/4"

3 3/

4"

2"

5"

1/2"2"2"1/2"



1 1/

8"5/

8"2'

- 8

7/16

"1

1/4"

3/4"

3 3/

4"

2"

5"

1/2"2"2"1/2"



SIGN & SEAL


CLIENT



PROJ. NO.SCALE:




ISSUES



ARCHITECT

STRUCTURAL ENGINEER

CONTRACTORTBD

REVISIONS


T: (646) 961-3999

MEP ENGINEER


T: (212) 791-4578

CODE CONSULTANT



As indicated


IRCSRT/TJZ04/25/18

ARG - 318005


ARGTOWNHOUSE










RAILING SECTION





5"1/

2"



1' -

0"10

"


2"

PROP

ERTY

LIN

E


6 5/

8"

FINISH TILE

T.O. SLAB

T.O. CURB

T.O. PAVER

3 1/

4"8"

T.O. GLAZING R.O.

1' -

1 3/

4"

WEEP IN METAL PANEL

2"


3/8"




2"

3' - 8"

3 1/2"

3"

1' - 0"

3 1/

2"


6 7/

8"




1 1/2"

5"



MECHANICAL ANCHOR

NEOPRENE RUBBER


STL. BOTTOM RAIL


E-MT-1

E-SS-1

E-SS-1

E-MT-1

2"

1"

1/4" PLATE E-MT-1

3/4"

10 1

/2"

3/4"

3 1/16"

1"

10" 1 1/4"

3"




NEOPRENE RUBBER


STL STRINGER EDGE

7

3/4"



EQ 3 3/4" 3 3/4" EQ

6 9/

16"

4"3/

4"4"

6 9/

16"

3/4"

1' -

6 3/

4"


2 5/8"2 5/8"

3/4"

3 3/4"

2 7/

8" 6 3/8" 9 3/4" 9 3/4" 9 3/4" 6 3/8"

1"

2 7/8"

3' -

11"

8

A-610.00

9

A-610.00





STEEL

BROWNSTONE CURB

8 1/2"



NON SHRINK GROUT







EXPANSION JOINT

3"





2 1/2"

8 1/

2"



BASEPLATE BOLT


BROWNSTONE CURB

6"

6"

2 1/

2"

10"

EQ EQ

4 1/

4"2'

- 6

1/4"

3 1/

4"

3' -

4 1/

2"

6"

3/4"1"

3/4"

1"

3/4"1"3/4"

6 1/

2"3/

4"7

3/4"

3/4"

7"3/

4"6

1/2"


POWDER COATED

1 1/

8"5/

8"2'

- 8

7/16

"1

1/4"

3/4"

3 3/

4"

2"

5"

1/2"2"2"1/2"



1 1/

8"5/

8"2'

- 8

7/16

"1

1/4"

3/4"

3 3/

4"

2"

5"

1/2"2"2"1/2"



SIGN & SEAL


CLIENT



PROJ. NO.SCALE:




ISSUES



ARCHITECT

STRUCTURAL ENGINEER

CONTRACTORTBD

REVISIONS


T: (646) 961-3999

MEP ENGINEER


T: (212) 791-4578

CODE CONSULTANT



As indicated


IRCSRT/TJZ04/25/18

ARG - 318005


ARGTOWNHOUSE










RAILING SECTION




STOOP RAILING DETAIL

RAIL POST BASE ATTACHMENT DETAIL

RAILING SECTION

AREAWAY RAILING DETAIL

7

4. PROPOSED DESIGN: ENTRY ELEVATIONS & SECTIONS

PROPOSED SUNKEN ENTRY ELEVATION - SOUTH


2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"



METAL GUARDRAILS.


STRUCTURAL DRAWINGS

AC

AC

FOUNDATION OUTLINE


1ST FLOOR PROPOSED F.F9' - 10"

2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"


AREAWAY F.F.-1' - 2 1/2"

13' -

9"

7' -

2"2'

- 9"

ALIGN

ALIGN

NEW DOUBLE HUNG ALUMINUM WINDOWS,

DESIGN TO MATCH EXISTING WINDOWS.

EXG. BRICK FACADE TO REMAIN & TO BE POWER WASHED

NEW BROWNSTONE BASE W/ REVEALS, FINISH TO MATCH PROPOSED LINTELS & SILLS

NEW BLACK POWDER COATED METAL RAILINGS, TO MATCH

NEIGHBORING STOOP RAILINGS

ALIGN

NEW BROWNSTONE CURB TO MATCH STOOP

NEW BLACK METAL NEWEL & FINIAL, POWDER COATED TO MATCH NEIGHBORING STOOP RAILINGS

NEW BROWNSTONE PILASTER

NEW BROWNSTONE ENTABLATURE, SEE FINISH SCHEDULE

NEW CLEAR GLASS TRANSOM

NEW WOOD PANELLED DOOR

PROPOSED AREAWAY BEYOND

6' -

8"

7' - 11"

2' -

8"10

' - 7

"

1' - 0" 4' - 7" 1' - 0"

6' - 11"

ALIG

N

8' -

10"

1' -

9"1' - 4" 4' - 3" 1' - 4"

4' -

2"

1' -

1"

ALIGN

6' - 7"

NEW LED SCONCES BY HUBBARDTON FORGE



BASEMENT PROPOSED F.F0' - 2"

2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"


AREAWAY F.F.-1' - 2 1/2"1' - 6"

13' -

11"

7' -

0"2'

- 9"

1' -

1"

1' - 6"

6"

6' -

8"

1' -

5"

4 1/4"

2' -

0"

NEW LED SCONCES BY HUBBARDTON FORGE

E-BR-1

E-WD-1

E-SS-2 BROWNSTONE SLAB

E-MT-1

E-MT-2 BLACKENED STEEL

BRICK

BLACK PAINTED WOOD

BLACK POWDER COATED METAL

BLACK ALUMINUME-MT-3

FINISHES


1ST FLOOR T.O.S.9' - 7 1/2"


SIGN & SEAL


OWNER




ARCHITECT

STRUCTURAL ENGINEER



T: (212) 791-4578

CODE CONSULTANT

PAGE OF 6

DOT-1031/4" = 1'-0"3

EXISTING ELEVATION - SOUTH


4

1/4" = 1'-0"2PROPOSED SUNKEN ENTRY ELEVATION - SOUTH

PROPERTY LINE

1/4" = 1'-0"4EXISTING ELEVATION - WEST

PROPOSED ENLARGED ELEVATION - SOUTH

PROPOSED ELEVATION - WEST PROPOSED SECTION - WESTPROPOSED SECTION - WEST PROPOSED ELEVATION - EAST


2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"

BASEMENT T.O.S.-0' - 1 1/4"AREAWAY F.F.-1' - 2 1/2"

3' - 0" 8"

4' - 2"

7' - 11"

9' - 6"

4' - 2"

11"




2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"


3' - 0" 8" 4' - 2"




2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"


PROPOSED BROWNSTONE STOOP

PROPOSED BLACK POWDER COATED STEEL RAILING

1' - 0"

4"

13' -

3"

7' -

2"

7' - 11"

E-BR-1

E-WD-1


E-MT-1E-MT-2 BLACKENED STEEL

BRICK

BLACK PAINTED WOOD



FINISHES




2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"


AREAWAY F.F.-1' - 2 1/2"

E-SS-2

3' - 0" 4' - 2"

8' -

2"

BROWNSTONE STOOP

BLACK POWDER COATED STEEL RAILING

BROWNSTONE DOOR SURROUND

ELEMENT TECH DOUBLE RECESSED LED LIGHT

BROWNSTONE SOFFIT AND FASCIA

PANELLED MAHOGANY CEILING & SURROUND TO MATCH DOOR

EBONY STAINED MAHOGANY DOOR W/ GLASS TRANSOM

BROWNSTONE PAVER

8"


3' - 0"

E-SS-2

E-SS-2

E-WD-2

E-WD-2

EBONY STAINED MAHOGANY DOOR

E-MT-1

E-SS-2

1' - 0"1' - 9"

3' - 0"

SIGN & SEAL


OWNER




ARCHITECT

STRUCTURAL ENGINEER



T: (212) 791-4578

CODE CONSULTANT

PAGE OF 6

DOT-104

1/4" = 1'-0"1PROPOSED ELEVATION - WEST

1/4" = 1'-0"2PROPOSED SECTION - WEST

5

1/4" = 1'-0"3PROPOSED ELEVATION - EAST

1/4" = 1'-0"4PROPOSED SECTION WEST 2


2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"


3' - 0" 8"

4' - 2"

7' - 11"

9' - 6"

4' - 2"

11"




2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"


3' - 0" 8" 4' - 2"




2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"




1' - 0"

4"

13' -

3"

7' -

2"

7' - 11"

E-BR-1

E-WD-1



BRICK

BLACK PAINTED WOOD



FINISHES




2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"


AREAWAY F.F.-1' - 2 1/2"

E-SS-2

3' - 0" 4' - 2"

8' -

2"

BROWNSTONE STOOP







BROWNSTONE PAVER

8"


3' - 0"

E-SS-2

E-SS-2

E-WD-2

E-WD-2


E-MT-1

E-SS-2

1' - 0"1' - 9"

3' - 0"

SIGN & SEAL


OWNER




ARCHITECT

STRUCTURAL ENGINEER



T: (212) 791-4578

CODE CONSULTANT

PAGE OF 6

DOT-104



5




2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"


3' - 0" 8"

4' - 2"

7' - 11"

9' - 6"

4' - 2"

11"




2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"


3' - 0" 8" 4' - 2"




2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"




1' - 0"

4"

13' -

3"

7' -

2"

7' - 11"

E-BR-1

E-WD-1



BRICK

BLACK PAINTED WOOD



FINISHES




2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"


AREAWAY F.F.-1' - 2 1/2"

E-SS-2

3' - 0" 4' - 2"

8' -

2"

BROWNSTONE STOOP







BROWNSTONE PAVER

8"


3' - 0"

E-SS-2

E-SS-2

E-WD-2

E-WD-2


E-MT-1

E-SS-2

1' - 0"1' - 9"

3' - 0"

SIGN & SEAL


OWNER




ARCHITECT

STRUCTURAL ENGINEER



T: (212) 791-4578

CODE CONSULTANT

PAGE OF 6

DOT-104



5




2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"


3' - 0" 8"

4' - 2"

7' - 11"

9' - 6"

4' - 2"

11"




2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"


3' - 0" 8" 4' - 2"




2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"




1' - 0"

4"

13' -

3"

7' -

2"

7' - 11"

E-BR-1

E-WD-1



BRICK

BLACK PAINTED WOOD



FINISHES




2ND FLOOR T.O.S.23' - 6 3/4"

1ST FLOOR T.O.S.9' - 7 1/2"


AREAWAY F.F.-1' - 2 1/2"

E-SS-2

3' - 0" 4' - 2"

8' -

2"

BROWNSTONE STOOP







BROWNSTONE PAVER

8"


3' - 0"

E-SS-2

E-SS-2

E-WD-2

E-WD-2


E-MT-1

E-SS-2

1' - 0"1' - 9"

3' - 0"

SIGN & SEAL


OWNER




ARCHITECT

STRUCTURAL ENGINEER



T: (212) 791-4578

CODE CONSULTANT

PAGE OF 6

DOT-104



5



techlighting.com

ELEMENT™ 3" LEDDUAL ADJUSTABLE DOWNLIGHT

HIGH OUTPUT (AT 3000K)

LOW OUTPUT (AT 3000K)

WARM DIMHIGH LOW

DELIVERED LUMENS 3600 2900 2658 2248 2600 1800

WATTS 34 34 24 24 34 24

EFFICACY 106 85 110 94 76 75

CRI 80+ 90+ 80+ 90+ 90+ 90+

CBCP

10º - 19,414

18º - 5848

25º - 5410

40º - 3230

60º - 2305

(per aperture)

CCT OPTIONS 2700K, 3000K, 3500K, or Warm Color Dimming (3000K-1800K)***

COLOR CONSISTENCY 2-Step

VOLTAGE 120V or 277V

DIMMING*

Standard phase dimming (Down to <1*)

0-10V (Down to 5%)

Lutron Hi-Lume Ecosystem Fade-To-Black (Down to 0.1%)

Lutron Hi-Lume 2-wire (Down to 1%)

eldoLED 0-10V or Dali (Down to 0.1%)

POWER SUPPLY Constant current driver with +.9 power factor and +80% efficiency

OPTICS Field Changeable: 10º, 15º, 25º, 40º, 60º TIR

ADJUSTABILITY Lockable hot-aiming 0-40º tilt, 361º rotation

CEILING APPEARANCE Flanged (Accommodates up to 2.5" ceiling thickness) or Flangeless

CEILING APERTURETwo 3-7/8" ceiling cut-outs with 10-1/4" on-center spacing between

apertures

HOUSINGIC Airtight, Non-IC Airtight, Chicago Plenum. IC suitable up to R60 spray

foam insulation.

CONSTRUCTIONHousing: Heavy gauge cold rolled steel

Trims: Die cast aluminum

FINISHHousing: Black powder coat

Trims: Antique Bronze, Black, Satin Nickel, White (paintable)

GENERAL LISTING ETL listed. Damp listed. Shower version wet listed.

CALIFORNIA TITLE 24Registered CEC Appliance Database. Can be used to comply with CEC 2016

Title 24 Part 6 for 90 CRI versions.

LED LIFETIME L70; 50,000 hours

WARRANTY** 5 years

*See ELEMENT-lighting.com for dimmer compatibility. Consult Quotes Dept for alternate or custom driver selections. **Visit ELEMENT-lighting.com for specific warranty limitations and details. ***Warm color dimming not available with 10º optics. Data in chart reflect 3000K/80 CRI values unless noted. Output difference between CCTs ~ 5%, CRIs ~ 15%. Accepts two optical controls and an optional trim-mounted lens.

COLOR TEMP./CCT LUMEN MULTIPLIER

CCT80 CRI

MULTIPLIER90 CRI

MULTIPLIER

2700K 0.95 0.80

3000K 1.00 0.85

3500K 1.05 0.90

*Lumen output will vary by CCT and CRI. See photometric charts for output information.

• Lockable hot aiming with 0°-40° tilt and 361° rotation of both light modules• Dual aperture 10-1/4" on center• Trims are die cast aluminum and match ELEMENT 3" series• Lensed and shower aperture includes Solite™ soft focus lens• Includes integral junction box approved for branch circuit through wiring

The ELEMENT 3" LED Dual Adjustable downlight provides high performance and beautiful architectural appearance when design requirements for task or accent lighting require two closely spaced downlights with independent aiming capability. Designed to utilize the same trim pieces as the rest of the ELEMENT 3" series (two per housing), the ELEMENT 3" LED Dual Adjustable can be used in conjunction with the entire 3" family. Complete independent adjustability allows for lockable hot aiming with 0°-40° tilt and 361° rotation of both light modules. Wood ceiling option allows for a smooth, flangeless appearance using any flangeless trim.

SPECIFICATIONS

shown in flangeless bevel square

HUBBARDTON FORGE -

DOUBLE AXIS LED SCONCE

TECH LIGHTING -

ELEMENT 3” DUAL ADJUSTABLE LED LIGHT

8

4. PROPOSED DESIGN: 3D VIEWS

Name of Landmark Building

Type of Presentation Month xx, year June 23rd, 2020

Public Hearing

The current proposal is:

Preservation Department – Item 2, LPC-20-10347

17 East 9th Street, Borough of Manhattan

How to Testify

Via Zoom: https://us02web.zoom.us/j/87580483826?pwd=dmJyMHdNcDd5ZFBMVExsaVhyNWxwUT09

Meeting ID: 875 8048 3826

Password: 866423

By Phone: 1 646-558-8656

US (New York) 877-853-5257 (Toll free)

US 888 475 4499 (Toll free)

Note: If you want to testify on an item, join the

Zoom webinar at the agenda’s “Be Here by” time

(about an hour in advance). When the Chair

indicates it’s time to testify, “raise your hand” via

the Zoom app if you want to speak (*9 on the

phone). Those who signed up in advance will be

called first.

https://us02web.zoom.us/j/87580483826?pwd=dmJyMHdNcDd5ZFBMVExsaVhyNWxwUT09

Date post:	22-Jul-2020
Category:	Documents
Upload:	others
View:	0 times
Download:	0 times

Preservation Department Item 2, LPC-20-10347 17 East 9 Street, · 2020-06-23 · 1940 tax photo...

Documents