12-16 Eldridge Street - New York City...2021/01/12 · 12-16 Eldridge Street Individual Landmark: Eldridge Street Synagogue LPC 21-02136 Request for the installation of light/security

12-16 Eldridge Street

Individual Landmark: Eldridge Street Synagogue LPC 21-02136Request for the installation of light/security camera poles in the front areaway, and security cages at the rear fire escapes.

Manhattan, Block 293 Lot 3

1

Site12-16 Eldridge Street

12-16 Eldridge Street location2

L I · S A L T Z M A N A R C H I T E C T S , P CA R C H I T E C T U R E A N D P R E S E R V A T I O N

Museum at Eldridge Street

Watercolor, 1886Source: Museum of the City of New York

Circa 1940 Tax PhotoSource: New York City Municipal Archives

Primary Facade, 2017Source: Jonah Weinstein, Columbia University

January 5, 2020 Historic & Current Facade Images

3


Type A - Aluminum Paired 1/1 Double hung window w/ wide mullion (84 Units)

Type A1 - Aluminum Paired 1/1 Double Hung windows non-central wide mullion (23 Units)

Type B - Aluminum Paired 1/1 Double Hung windows wide mullion removed (45 Units)

Type C - Aluminum Paired casement windows (19 Units)

Existing Window Types (By Quantity):

Type C2 - Aluminum Paired windows - 1 casement, 1 Double Hung (5 Units)

Type C1 - Aluminum Paired casement w/ Transom (18 Units)

Type D - Wood multi-light Awning windows (7 Units)

Type E - Aluminum 1/1 Double Hung windows (Large) (24 Units)

Type F - Aluminum single casement windows (4 Units)

Type G - Aluminum 1/1 Double Hung windows (medium) (2 Units)

Type H - Aluminum 1/1 Double Hung windows (small)(26 Units)

Type I - Aluminum Tripartite Double Hung windows (rear facade only - not shown) (14 Units)


View of the North Areaway at Entry GateSource: Li/Saltzman Architects, 2020

View of the North Areaway Looking EastSource: Li/Saltzman Architects, 2020

View of the North Areaway Looking West Source: Li/Saltzman Architects, 2020

January 5, 2020 Current North Areaway Images4
















View of the Sourth Areaway at Entry GateSource: Li/Saltzman Architects, 2020

View of the South Areaway Looking WestSource: Li/Saltzman Architects, 2020

View of the South Areaway Looking West Source: Li/Saltzman Architects, 2020

January 5, 2020 Current South Areaway Images5

0 2' 6' 12'4' Drawing No.

Project #:

Drawn by:

Issue Date:

Scale:

ekSeptember 10, 20201/4" = 1'-0"

S-100.00

Eldridge Street Synagogue Security Upgrades

Li/Saltzman Architects, PC

50 Broadway, 33rd FloorNew York, NY 10004

tel: 212-941-1838fax: 212-941-1834

J4378.02

Sheet 02 of 05

Site Plan

Description

Issued for LPC Filing

Date

09/10/20

No.

01

Revisions


12 Eldridge StreetNew York, NY 10002

Professional's Seal

DOB BScan

DOB Stamps & Signatures

{Design Professional's Name, P.E.}

Old Structures Engineering, PC

90 Broad Street15th FloorNew York, NY 10004

tel: [email protected]

STRUCTURAL ENGINEER

ARCHITECT

OWNER

Security pole; see 4/S-201South Areaway Gate; see S-200, S-201

Fire Escape Fencing; see S-202

Fire Escape Fencing; see S-202 Security pole; see 4/S-201North Areaway Gate; see S-200, S-201

UP

60'-0

"

87'-6"

ELD

RID

GE

STR

EE

T

18 ELDRIDGE STREET

MAIN SANCTUARY

UP

UP

SOUTH AREAWAY

NORTH AREAWAY

PL

PL

PL

UP

10 ELDRIDGE STREET

PL

6

MAIN FLOOREL. ±0'-0"

BALCONY FLOOREL. +17'-4"

T.O. ROOFEL. +62'-4"

BASEMENT LEVELEL. -9'-8"

W001 W002

W005 W006

W101 W102

DASHED LINE OF EXISTING HISTORICFENCING AND GATES TO REMAIN

PROPERTY LINE

POLE-MOUNTED LED FLOODLIGHT PERBEGA 77685, 'L2'. REFER TO 4/A-400.00

5" ROUND HINGE POLE PER BEGA 906HR.REFER TO 2/A-400.00

POLE-MOUNTED LED FLOODLIGHT 'L2'PER BEGA 77 685, BLACK FINISH. REFERTO 4/A-400.00

5" ROUND HINGE POLE PER BEGA906HR, BLACK FINISH. REFER TO2/A-400.00

L2L2

OUTRIGGER ARM FOR SURVEILLANCECAMERA PER BEGA 70 379, BLACK FINISH

SURVEILLANCE VIDEO CAMERA PER AXISP3807-PVE

OUTRIGGER ARM FOR SURVEILLANCECAMERA PER BEGA 70 379, BLACK FINISH

SURVEILLANCE VIDEO CAMERAPER AXIS P3807-PVE

NEW WROUGHT IRON GATE TO BE FILEDUNDER SEPARATE APPLICATION

NEW WROUGHT IRON GATE TO BE FILEDUNDER SEPARATE APPLICATION

Museum at EldridgeStreet

12 Eldridge StreetNEW YORK, NY

50 BROADWAY, NY, NY 10013.3598

TEL : 212.941.1838 FAX : 212.941.1834

ARCHITECTURE AND PRESERVATION

LI SALTZMAN ARCHITECTS, P.C.

DRAWING NO:

DATE:

DRAWING TITLE:

IssueDate

SEAL:

No.

STRUCTURAL ENGINEER

OLD STRUCTURES

90 BROAD STREET, 15TH FLOORNEW YORK, NY 10004T: (212) 244-4546

ENGINEERING

SCALE:

SHEET OF 1006

WEST (FRONT) ELEVATION

A-200.00

1/4" = 1'-0"

1

1/4"=1'-0"

PROPOSEDWEST ELEVATION

09.14.2020

LPC SUBMISSION09.14.20201

EXISTING CONSTRUCTION TO REMAIN

(NOTE: DEPICTED DIMENSIONS TO BE

VERIFIED IN THE FIELD BY CONTRACTOR)

NOTE: ALL SCOPE AT STAINED-GLASS

WINDOWS AND DOORS TO BE FILED

UNDER SEPARATE APPLICATION

'L2' BEGA, 77 685, LED COMPACT FLOODLIGHT, 3000K, 13.9W,

1158 LUMENS, BLACK FINISH

LEGEND

EXTERIOR SECURITY CAMERA PER AXIS P3807-PVE

7

878"

712"

39 16

"3 4"

13 8"

13 4"

31 8"

234"

13 16"

1/2" IP THREAD REFER

TO BEGA-US CATALOG

FOR APPLICATIONS

FITS MIN POLE 2 O.D.

8MM BLIND THREADED

INSERTS (BLIND RIVET

NUT) 2 PLACES

.750 DIA. WIREWAY

(THRU ONE WALL ONLY)

INSERT & WIREWAY

DETAIL

SURVEILLANCE CAMERA AND

MOUNTING TO BE COORDINATED WITH

INSTALLER

Ø512"

59 16

"8

1 16"

90°

20°

37 8"

12'-0

"

31 2"

3" DIA.

1'-058"

DIA.

WELDED TENON

5" OD STRAIGHT

ALUMINUM POLE

W/ HINGE BASE

BY BEGA

POLE BASE INCLUDES38" - 16 TAPPED HOLE FOR GROUND CONNECTOR

4 1/2" DIA. CONDUIT OPENING

10" MAX. BOLT CIRCLE 8 1/2" MIN. BOLT CIRCLE

BASE DETAILSTANDARD (4) 3/4" x 17" ANCHOR BOLTS & MOUNTING.

TEMPLATE SUPPLIED WITH POLE OR IN ADVANCE.

(3) 1/2"-13 S.S. HEX HEAD TOPRETAINING BOLTS EACH WITH(1) S.S. FLAT WASHERS AND (1)S.S. SPLIT LOCK WASHER

(4) 3/4"-10 TOP NUTS

(4) 3/4" I.D. x 1 1/2" O.D.FLAT WASHERS

: ADEQUATE DRAINAGE MUST BE PROVIDEDIN CONCRETE FOUNDATION OR GROUT.

TWO PIECE CASTCOLLAR

(4) 3/4" I.D. x 1 1/2 O.D. FLATWASHERS

(4) 3/4"-10 LEVELING NUTS

(4) 3/4"-10 x 17" LG. ANCHORBOLTS

GROUT

31 2"

BO

LTP

RO

JEC

TIO

N

31 16

"

BA

SE

HE

IGH

T




TEL : 212.941.1838 FAX : 212.941.1834



DRAWING NO:

DATE:

DRAWING TITLE:

IssueDate

SEAL:

No.

STRUCTURAL ENGINEER

OLD STRUCTURES


ENGINEERING

SCALE:

SHEET OF 1010

LIGHTING DETAILS

1/4" = 1'-0"

A-400.00

2

N.T.S.

BEGA 906HRAREAWAY LIGHT POLE

09.14.2020

09.14.20201 LPC SUBMISSION

4

N.T.S.

BEGA 70379LIGHTPOLE OUTRIGGER ARM

3

N.T.S.

BEGA 77685POLE-MOUNTED FLOODLIGHT 'L2'

LIGHTING DETAILS

8





N003 N004 N005

C

001

N102 N103 N104

N105

N203 N204 N205

N206

PROPERTY LINE

N001 N002

N101

N201 N202

L1 L1 L1 L1

10'-0

" A

FF

.T

YP

.

L1

L1

POLE-MOUNTED LEDFLOODLIGHT PER BEGA77685, 'L2'. REFER TO4/A-400.00

5" ROUND HINGE POLE PERBEGA 906HR. REFER TO2/A-400.00

SURVEILLANCE VIDEOCAMERA PER AXISP3807-PVE

L2

NEW WROUGHT IRON GATETO BE FILED UNDERSEPARATE APPLICATIONNEW STEEL MESH

ENCLOSURE AT FIREESCAPE TO BE FILED UNDERSEPARATE APPLICATION

EXISTING REAR AREAWAYFENCE AT GRADE TO BEREPLACED IN KIND

NEW EXTERIORSURVEILLANCE CAMERAWITH MOTION DETECTION;COORDINATE WITHSECURITY SPECIFICATIONS




TEL : 212.941.1838 FAX : 212.941.1834



DRAWING NO:

DATE:

DRAWING TITLE:

IssueDate

SEAL:

No.

STRUCTURAL ENGINEER

OLD STRUCTURES


ENGINEERING

SCALE:

SHEET OF 1007

NORTH ELEVATION

A-201.00

1/4" = 1'-0"

1

1/4"=1'-0"

PROPOSEDNORTH ELEVATION

09.14.2020










'L1' BEGA, 33 242, LED WALL LUMINAIRE WITH DIRECTED LIGHT,

3000K, 17.9W, 1893 LUMENS, WITH TAMPER-PROOF FASTENERS;

ALL POINTS OF ATTACHMENT TO BE AT MORTAR JOINTS OF

NON-DECORATIVE BRICK MASONRY, TYP.

LEGEND


9





S001S002S003S004S005

C

005

S101S102S103S104

S105

S201S202S203S204S205

S206

PROPERTY LINE

PROPERTY LINE

DASHED LINE OF ADJACENTNEIGHBORING BUILDING

L1L1 L1 L1

10'-0

" A

F.

TY

P.

L1

L1

POLE-MOUNTED LEDFLOODLIGHT PER BEGA 77685,'L2'. REFER TO 4/A-400.00

5" ROUND HINGE POLE PER BEGA906HR. REFER TO 2/A-400.00

SURVEILLANCE VIDEOCAMERA PER AXIS P3807-PVE

L2

NEW STEEL MESHENCLOSURE AT FIREESCAPE TO BE FILED UNDERSEPARATE APPLICATION

NEW WROUGHT IRON GATE TO BEFILED UNDER SEPARATE APPLICATION

SCOPE AT REARAREAWAY FENCE FILEDUNDER SEPARATEAPPLICATION

NEW EXTERIORSURVEILLANCE CAMERAWITH MOTION DETECTION;COORDINATE WITHSECURITY SPECIFICATIONS




TEL : 212.941.1838 FAX : 212.941.1834



DRAWING NO:

DATE:

DRAWING TITLE:

IssueDate

SEAL:

No.

STRUCTURAL ENGINEER

OLD STRUCTURES


ENGINEERING

SCALE:

SHEET OF 1008

SOUTH ELEVATION

A-202.00

1/4" = 1'-0"

1

1/4"=1'-0"

PROPOSEDSOUTH ELEVATION

09.14.2020










'L1' BEGA, 33 242, LED WALL LUMINAIRE WITH DIRECTED LIGHT,

3000K, 17.9W, 1893 LUMENS, WITH TAMPER-PROOF FASTENERS;

ALL POINTS OF ATTACHMENT TO BE AT MORTAR JOINTS OF

NON-DECORATIVE BRICK MASONRY, TYP.

LEGEND


10





E004 E003 E002 E001

E102 E101

B

200

B

201

2S-202

3S-202

STEEL MESH ENCLOSURE ATFIRE ESCAPE PER JAKOB ROPESYSTEMS, WEBNET, 1"X 2"APERTURE, 2MM TH. STEELROPE

STEEL MESH ENCLOSURE AT FIREESCAPE PER JAKOB ROPE SYSTEMS,WEBNET, 1"X 2" APERTURE, 2MM TH.STEEL ROPE




TEL : 212.941.1838 FAX : 212.941.1834



DRAWING NO:

DATE:

DRAWING TITLE:

IssueDate

SEAL:

No.

STRUCTURAL ENGINEER

OLD STRUCTURES


ENGINEERING

SCALE:

SHEET OF 0909

EAST (REAR) ELEVATION

A-203.00

1/4" = 1'-0"

1

1/4"=1'-0"

PROPOSEDEAST ELEVATION




SET #3 (DRAFT)07.20.2020

09.14.2020

LPC SUBMISSION09.14.202021

NOTES:

1. ALL SCOPE AT STAINED-GLASS WINDOWS AND DOORS TO BE FILED UNDER

SEPARATE APPLICATION

2. NETTING INSTALLATION AT FIRE ESCAPES TO BE COORDINATED WITH STEEL

STRUCTURAL DRAWINGS PRIOR TO FABRICATION

11

Drawing No.

Project #:

Drawn by:

Issue Date:

Scale:

ekSeptember 10, 2020as noted

S-202.00

Eldridge Street Synagogue Security Upgrades

J4378.02

Sheet 05 of 05

Fire Escape Fencing

Description

Issued for LPC Filing

Date

09/10/20

No.

01

Revisions

Professional's Seal

DOB BScan

DOB Stamps & Signatures

{Design Professional's Name, P.E.}

Old Structures Engineering, PC

90 Broad Street15th FloorNew York, NY 10004

tel: [email protected]

STRUCTURAL ENGINEER

Li/Saltzman Architects, PC

50 Broadway, 33rd FloorNew York, NY 10004

tel: 212-941-1838fax: 212-941-1834


12 Eldridge StreetNew York, NY 10002

ARCHITECT

OWNER

Netting Anchorage to Wall DetailScale: 1 1/2" = 1'-0"

5

Hilti HY-270 5/8" diam. bolts with 10" embedment

New HSS3x3x1/4 x 3' beam, typ.

New C9x20

Netting to Stringer Anchorage DetailScale: 1 1/2" = 1'-0"

7 0 3" 6" 1' 2'

Cable loops around existing stringer and is secured to itself with stainless steel crimping sleeve, typ.

Existing stringer of fire escape, verify dimensions in field

New stainless steel netting, Jakob Webnet or equivalent. See arch. drawings

2'-0"

5 3/

8"8"

6-3/4"x3-1/2"x1/2" steel plate

Existing masonry

Steel cable per manufacturer

Netting Anchorage to Wall SectionScale: 1 1/2" = 1'-0"

6

S-202

6

5S-

202

Semi clevis permanufacturer or other

recommendedattachment, fastened to

channel.

Cables of adjoining mesh panels attached to each other per manufacturer


New HSSbeam, see

5/S-202

New channel, see 5/S-202

1/4"1/4"

MIN

. 8'-0

" CLR

.

PRO

P. L

INE

Attach netting to existing stringer per 7/S-202

3'-0

"

East Elevation South Fire Escape FencingScale: 1/4" = 1'-0"

2

APPROX. HEIGHT OF EXISTING FENCE

MIN

. 8'-0

" CLR

.

5S-202

PRO

P. L

INE

Attach netting to existing stringer per 7/S-202

Extend netting as close as possible to end of stairs

11'-4" V.I.F.

South Elevation Fire Escape FencingScale: 1/4" = 1'-0"

1

PRO

P. L

INE

MIN

. 8'-0

" CLR

.

Attach netting toexisting stringer

per 7/S-202

3'-0

"

MIN

. 8'-0

" CLR

.

East Elevation North Fire Escape FencingScale: 1/4" = 1'-0"

3

0 1'-6" 3' 6' 12'

SCALE: 1/4" = 1'-0"

11'-4" V.I.F.

5S-202

PRO

P. L

INE

Attach netting toexisting stringer

per 7/S-202

North Elevation Fire Escape FencingScale: 1/4" = 1'-0"

4

Netting Anchorage to Wall DetailScale: 1 1/2" = 1'-0"

5

Hilti HY-270 5/8" diam. bolts with 10" embedment

New HSS3x3x1/4 x 3' beam, typ.

New C9x20

Netting to Stringer Anchorage DetailScale: 1 1/2" = 1'-0"

7 0 3" 6" 1' 2'

SCALE: 1-1/2" = 1'-0"

Cable loops around existing stringer and is secured to itself with stainless steel crimping sleeve, typ.

Existing stringer of fire escape, verify dimensions in field

New stainless steel netting, Jakob Webnet or equivalent. See arch. drawings

2'-0"

5 3/

8"8"

6-3/4"x3-1/2"x1/2" steel plate

Existing masonry


Netting Anchorage to Wall SectionScale: 1 1/2" = 1'-0"

6

S-202

6

5S-

202

Semi clevis permanufacturer or other

recommendedattachment, fastened to

channel.

Cables of adjoining mesh panels attached to each other per manufacturer


New HSSbeam, see

5/S-202

New channel, see 5/S-202

1/4"1/4"Note:1. Anchors should be installed in masonry joints, not in masonry units.

12


12-16 Eldridge Street location 13
















View of the Rear Areaway Looking SouthSource: Li/Saltzman Architects, 2020

View of the Rear Areaway from Divison Street (South) Source: Li/Saltzman Architects, 2020

January 5, 2020 Current Rear Areaway Images14


North and south fire escape stained glass doors 15

Gabelköpfe & Ösen / Chapes & Œillets / Clevis & Eye ends 4jakob.com Gabelköpfe & Ösen / Chapes & Œillets / Clevis & Eye ends 4www.jakob.ch

4.316

CL: Konfektionslänge / Longueur de confection / Assembly length

b2

h

g

aa

f

∅ d

b1

e

Spannrohr: Messing verchromtTuyau de serrage: laiton chroméTurnbuckle body: chrome-plated brass

Werkstoffgruppe AISI 316Groupe de matériaux AISI 316 AISI 316 material group

Spannschloss mit MONOFORK® verpresst Tuyau de serrage avec MONOFORK® serti

Turnbuckle with MONOFORK®, swaged

Gewinde links-/rechtsgängigFiletage pas à droite/gaucheRight-/left-hand thread

SeilCâbleRope

GewindeFiletageThread

AbmessungenDimensionsDimensions

SpannwegCourseRange

Nr. / No / No. ∅ a b1 b2 ∅ d e f g h

mm mm mm mm mm mm mm mm mm mm mm

30870-0600-01 6 M10 327 140 9 10,5 19,5 12 21,5 20 6030870-0800-01 8 M12 379 160 12 18 24 16 30 34 70

∅ 6–8 mm M10–12

Ausgangslage für den Spannweg: Die Aussengewinde sind je halb eingeschraubt. Achtung: Die minimale Einschraubtiefe beträgt 1,5 × Gewinde-∅ (M6 = 9 mm).

= verlängern (lösen) = verkürzen (spannen)

Position initiale pour la course de serrage: Les filetages extérieurs sont vissés chacun de moitié dans le tuyau de serrage. Attention: La profondeur minimale de vissage est égale à 1,5 × ∅ du filetage (M6 = 9 mm).

= allonger (diminue la tension) = raccourcir (augmente la tension)

Tensioning range: The external thread ends are both screwed in halfway. Caution: The minimal screw insertion depth is 1.5 × thread ∅ (M6 = 9 mm).

= make longer (relax) = make shorter (tension)

Gabelköpfe & Ösen / Chapes & Œillets / Clevis & Eye ends 4jakob.com

4.1717

44.1

44.2

44.3

44.4

44.5

44

18

12-16 Eldridge Street 1.5 PH.pdfBinder1.pdfPresentationbyApplicants_REVISED.pdfSlide Number 1Slide Number 2

MES Images for LPC.pdf

12-16 Eldridge Street 1.5 PHBinder1.pdfEldrdige Street combined draft presentation.pdfBinder2.pdfcombined pdf for review.pdf12-16 Eldridge question12-16 Eldridge security drawingsSheets and ViewsA-200.00 WEST (FRONT) ELEVATION

12-16 Eldridge Street 1.5 PHBinder1.pdfEldrdige Street combined draft presentation.pdfBinder2.pdfcombined pdf for review.pdf12-16 Eldridge question12-16 Eldridge security drawingsSheets and ViewsA-400.00 LIGHTING DETAILS

12-16 Eldridge Street 1.5 PHBinder1.pdfEldrdige Street combined draft presentation.pdfBinder2.pdfcombined pdf for review.pdf12-16 Eldridge question12-16 Eldridge security drawingsSheets and ViewsA-201.00 NORTH ELEVATIONA-202.00 SOUTH ELEVATION

200914 Eldridge Set 3Sheets and ViewsA-203.00 EAST (REAR) ELEVATION

12-16 Eldridge Street 1.5 PHPresentationbyApplicants_REVISED 2.pdfSlide Number 2

PresentationbyApplicants_REVISED 3.pdfSlide Number 1

12-16 Eldridge Street 1.5 PHBinder1.pdf200914 Eldridge Set 3_supplemental pages.pdf

Documents

12-16 Eldridge Street - New York City...2021/01/12 · 12-16 Eldridge Street Individual Landmark: Eldridge Street Synagogue LPC 21-02136 Request for the installation of light/security