SoHo-Cast Iron GENERAL NOTES...COVER SHEET: GENERAL NOTES, LOCATION OF WORK, ENERGY ANALYSIS A-001.00 09-21-16 LPC FILING SoHo-Cast Iron W e s t S t r e e t E a s t 1 4t h St r e et

DATE

SCALE DRAWN BY

DRAWING TITLE

PROJECT NAME

TEL: 2 1 2 - 2 1 9 -1 0 3 8 FAX: 2 1 2 - 2 2 6 - 8 0 5 6561 BROADWAY, No. 8D NEW YORK, NY 10012

AS INDICATED

REVISIONS

1

2

3

4

5

6

7

8

9

10

11

BONE / LEVINE ARCHITECTSARCHITECT:

SEAL & SIGNATURE:

PAGE:

ZD/BK/PR/GL

62 GREENE STREETFACADE REPAIR PROGRAM AND

WINDOW REPLACEMENT MASTER PLAN

NYC DOB PLAN ID NUMBER:

© C O P Y R I G H T B O N E / L E V I N E A R C H I T E C T S 2 0 1 6

1 of 14

09-21-16

08-12-16 LPC CONCEPT REVIEW

COVER SHEET: GENERAL NOTES,LOCATION OF WORK, ENERGY ANALYSIS

A-001.00

09-21-16 LPC FILING

SoHo-Cast Iron

Wes

t Str

eet

East 14th Street

Broa

dway

Eigh

th A

venu

e

Spring St

Broa

dway

Broome St

Grand St

Mer

cer St

Prince St

Cros

by S

t

Mot

t StLa

faye

tte

St

Gre

ene

St

Mul

berr

y St

Woo

ster

St

Canal St

Wes

t Br

oadw

ayTh

omps

on S

t

Sulliva

n StV

aric

k St

Watts St

Eliz

abet

h S

t

W Houston St

Bleecker St

Kenmare St

Howard St

Cent

re S

t

Lispenard St

Walker St

Charlton St

Chur

ch S

t

Vandam St

E Houston St

Cle

vela

nd P

l

St

John's

La

Gre

ene

St E

x

Jersey St

Bond St

Dominick St

White St

Cen

tre

Mar

ket Pl

Jones Al

Av

Of The

Am

eric

as

Av

Of Th

e Am

eric

as

®SoHo-Cast IronHistoric District

ManhattanDesignated: August 14, 1973

Historic District Boundaries

7 301

12

21

12

301

419

53

43

54

434

230

131

130

429

432

80

79

72

17

14060

2601

17617

3

15214

5

16015

9

47983

145142

157162

500499

5453

PLOT MAPSCALE: 1" = 100'

N

PROPERTY INFORMATIONADDRESS:! 62 GREENE STREET, NEW YORK, NY 10012BLOCK:!! 485LOT:! ! 3ZONING MAP:! 12cZONING:! M1-5A!YEAR BUILT:! 1872-73LANDMARK:! SOHO CAST IRON HISTORIC DISTRICT! !

GR

EE

NE

ST

RE

ET

ME

RC

ER

ST

RE

ET

WO

OS

TE

R S

TR

EE

T

BROOME STREET

SPRING STREET

ENERGY CODE TABULAR ANALYSIS:

ITEM DESCRIPTIONPROPOSED DESIGN

VALUECODE PRESCRIPTIVE

VALUE

TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, ALL WORK IN THIS APPLICATION ISIN COMPLIANCE WITH THE NYC ENERGY CONSERVATION CODE

SUPPORTINGDOCUMENTATION

ENERGY ANALYSISRESIDENTIAL.REPLACE WINDOWSCLIMATE ZONE: 4PRESCRIPTIVE COMPLIANCE PER NYCECC - TABULAR ANALYSIS

INSTALL NEWWINDOWS PRODUCT DATA SHEETU-FACTOR: 0.55

SHGC: 0.40U-FACTOR: 0.55

SHGC: 0.40

GENERAL NOTES1.! ALL WORK PERFORMED SHALL CONFORM TO THE NEW YORK CITY BUILDING AND

CONSTRUCTION CODE, ADA, OSHA, AND REQUIREMENTS OF ALL OTHER APPLICABLE CODESAND ORDINANCES.

2.! CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND SHALLNOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THEWORK.

3.! CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND LICENSES.

4.! CONTRACTOR SHALL KEEP WORK SITE IN NEAT AND ORDERLY CONDITION AND SHALLREMOVE DEBRIS AT THE END OF EACH DAY.

5.! CONTRACTOR SHALL COORDINATE WITH OWNER AND OTHER TRADES FOR ACCESS TOSPACE.

6.! CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER SITE WITH MATERIALS OREQUIPMENT.

7.! CONTRACTOR SHALL NOT LOAD STRUCTURE WITH WEIGHT OF STORED MATERIALS OREQUIPMENT IN EXCESS OF ALLOWABLE FLOOR LOADS.

8.! CONTRACTOR SHALL LOCATE ANY STORED MATERIALS OR EQUIPMENT SO AS NOT TOINTERFERE WITH OPERATION OF RESIDENCE AND/OR OTHER SUBCONTRACTORS.

9.! CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFE KEEPINGOF MATERIAL AND EQUIPMENT STORED ON PREMISES.

10.! CONTRACTOR SHALL COORDINATE WITH OWNER FOR ALL PHASES OF WORK AND NOTIFYOWNER AT LEAST 48 HOURS PRIOR TO ANY WORK BEING STARTED.

11.! THE ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADE(S),WHO SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED SIGN-OFFS.

12.! ALL EXISTING ITEMS TO REMAIN AND TO BE REUSED SHALL BE PROTECTED DURING THEPROCESS OF DEMOLITION.

13.! WHERE NEW WORK OCCURS IN AREAS WITH EXISTING FINISHES TO REMAIN, THECONTRACTOR SHALL MATCH EXISTING FINISHES AND MATERIALS UNLESS OTHERWISENOTED OR DIRECTED.

14.! INSPECTIONS: FINAL

TENANT PROTECTION PLAN1.! MEANS OF EGRESS: ALL EXISTING MEANS OF EGRESS FROM THE BUILDING SHALL BE

MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS, SUCH AS BUILDING MATERIALS,TOOLS, ETC.

2.! FIRE SAFETY: THE INTEGRITY OF ALL EXISTING FIREPROOFING SHALL BE MAINTAINED. ALLFLAMMABLE MATERIALS SHALL BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVEMANUFACTURER'S CONTAINERS. SUCH MATERIALS SHALL BE KEPT AWAY FROM HEAT ANDSHALL BE USED AND STORED IN AN ADEQUATELY VENTILATED SPACE.

! ALL ELECTRICAL POWER SHALL BE SHUT OFF WHERE THERE IS EXPOSED CONDUIT.

! ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA SHALL BE SHUT OFF AFTERWORKING HOURS.

! THE CONTRACTOR SHALL MAKE SURE THERE IS NO LEAKAGE OF ANY FLAMMABLE GASUSED IN CONSTRUCTION.

! ALL BUILDING MATERIALS STORED AT THE CONSTRUCTION AREA, AND/OR IN ANY AREA OFTHE BUILDING, ARE TO BE SECURED IN A LOCKED AREA. ACCESS TO SUCH AREAS SHALLBE CONTROLLED BY OWNER AND/OR GENERAL CONTRACTOR.

3.! HEALTH REQUIREMENTS: CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTIONOF HEATING, WATER, OR ELECTRICAL SERVICES TO OTHER TENANTS OF THE BUILDINGWITHOUT PRIOR NOTICE. DEBRIS, DUST AND DIRT SHALL BE KEPT TO A MINIMUM AND BECONFINED TO THE IMMEDIATE CONSTRUCTION AREA AND SHALL BE CLEARED FROM THEBUILDING PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION. CONTRACTOR SHALLISOLATE THE CONSTRUCTION AREA FROM OCCUPIED BUILDING AREAS BY MEANS OFTEMPORARY PARTITIONS OR HEAVY DROP CLOTHS.

! ASBESTOS ABATEMENT (IF REQUIRED) SHALL BE IN COMPLIANCE WITH THE LATEST NYCDEPARTMENT OF ENVIRONMENTAL PROTECTION RULES AND REGULATIONS, AND SHALL BEPERFORMED BY A CERTIFIED ASBESTOS ABATEMENT CONTRACTOR.

! LEAD ABATEMENT (IF REQUIRED) SHALL BE IN COMPLIANCE WITH THE U.S.ENVIRONMENTAL PROTECTION AGENCY REGULATIONS, AND SHALL BE PERFORMED BY ACERTIFIED PROFESSIONAL.

4.! STRUCTURAL SAFETY: THE CONTRACTOR SHALL PERFORM ALL WORK (INCLUDINGDEMOLITION AND ERECTION) WITH DUE REGARD TO LIFE AND PROPERTY IN THE VICINITYOF THE WORK AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF SAMEFROM ANY HARM OR DAMAGE DURING THE ENTIRE CONSTRUCTION/AND OR ALTERATION.NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE OCCUPANT'S.

5.! NOISE RESTRICTIONS: CONSTRUCTION OPERATIONS SHALL BE CONFINED TO REGULARWORKING HOURS: MONDAY THROUGH FRIDAY, 8 AM TO 5 P.M., EXCEPT LEGAL HOLIDAYS (NOWORK ON SATURDAYS AND SUNDAYS). ANY WORK WHICH CAN PRODUCE NOISE THAT MAY BEDISTURBING TO BUILDING OCCUPANTS SHALL NOT BE PERFORMED BEFORE 10 A.M.

LIST OF DRAWINGS:A-001.00 ! GENERAL NOTES, LOCATION OF WORK, ENERGY ANALYSIS

A-002.00 ! WEST ELEVATION REPAIRS

A-003.00 ! EAST ELEVATION REPAIRS

A-004.00 ! DETAILS

A-005.00 ! TYPE 1 WINDOW DETAILS


A-007.00 ! TYPE 2A WINDOW DETAILS

A-008.00 ! TYPE 2B WINDOW DETAILS

A-009.00 ! TYPE 2C WINDOW DETAILS






ABBREVIATED SCOPE OF WORK:1. COMPREHENSIVE FACADE AND REAR ELEVATION REPAIR PROGRAM

2. REPAINT ALL METAL RAILINGS AND DUNNAGE ON ROOF

3. CLEANING OF SIDEWALK AND RE-CAULKING OF JOINTS.

4. SCRAPE PRIME AND PAINT EXISTING DIAMOND PLATE AT SIDEWALK LEVEL, TO MATCHEXISTING.

5. WINDOW REPLACEMENT MASTER PLAN

FLOOD INSURANCE RATE MAP (FIRM): PROPERTY IS NOT IN SPECIAL FLOOD HAZARDAREA (SFHA) AS PER MAP NUMBER 3604970182F

WATER TANKBULKHEAD

SKYLIGHT SKYLIGHT

1st FL.SETBACKSKYLIGHT

SKYLIGHT

SKYLIGHT SKYLIGHT

EXH.VENT

SOUTH BULKHEAD

N. ELEVATORBULKHEAD

GR

EEN

E ST

REE

T

SKYL

IGH

T

SLOPESLOPE

VALL

EY

R.D.

MAIN ROOF LEVEL

LEADER

GU

TTER

SLOPE

V.

ALL

EY C

OU

RTY

AR

DS

FIR

E ES

CA

PE

FIR

E ES

CA

PE

REPAINT DUNNAGE REPAINT METALRAILINGS.

REPAINT METALRAILINGS.

REVIEW ALL ROOFS, SEAL ALLOPEN FLASHING MEMBRANESEAMS AS PER ROOFMEMBRANE MANUFACTURER'SREQUIREMENTS.

REPAIR ROOF MEMBRANEAT BULKHEAD DOOR AREA.

SKYL

IGH

T

SCALE: 1/8" = 1' - 0"ROOF PLAN1

A-001

2A-003

2A-002

N

HISTORIC MAPSCALE: N.T.S

62 GREENESTREET

62 GREENE STREET FACADE

62 GREENE REAR ELEVATION

DATE

SCALE DRAWN BY

DRAWING TITLE

PROJECT NAME


AS INDICATED

REVISIONS

1

2

3

4

5

6

7

8

9

10

11


SEAL & SIGNATURE:

PAGE:

ZD/BK/PR/GL





2 of 14

09-21-16


WEST ELEVATION REPAIRS

A-002.00

09-21-16 LPC FILING

SCALE: 3/16" = 1' - 0"

GREENE STREET FACADE EXISTING CONDITIONS1A-002

LOCATIONTYPE

ELEVATORSHAFT1

NOTE: LEAD PAINT ABATEMENT REQUIRED FOR ALL WINDOWS

CONSTRUCTION TYPE

KALAMINE (WOOD, SHEET METALCLAD), DH, 4 OVER 4, SINGLE PANEWIRE GLASS.

WINDOW REPAIRS / REPLACEMENT SCHEDULE:

3

3A2

4

5

CONDITION REPAIR PROGRAM

FRAMES AND SASHES IN VERY POORCONDITION, NOT COMPLIANT WITHTHE CURRENT ENERGY CODE.

FIRE ESCAPEDOOR

KALAMINE, DOUBLE DOOR, WITHCENTER MUNTIN, SINGLE PANE WIREGLASS. TRANSOM LITE WITH CENTERMUNTIN, SINGLE PANE WIRE GLASS.

EXISTING UNIT IN VERY POORCONDITION, NOT COMPLIANT WITHTHE CURRENT ENERGY CODE.

LOFT WINDOWS WOOD, DH, 2 OVER 2, SINGLE PANEGLASS.

SASHES HAVE BEEN REFURBISHEDAND ARE IN FAIR CONDITION, NOTCOMPLIANT WITH THE CURRENTENERGY CODE. FRAMES ARE OLD, INPOOR CONDITION.

REPLACE WITH NEW WOOD WINDOWS (SASHES AND BRICK MOLDING),DH, 2 OVER 2, INSULATED GLASS TO COMPLY WITH ENERGY CODE.

LOFT WINDOWS. BLOCKED WINDOW OPENING ORIGINAL WINDOW AS PER #3

LOFT WINDOWS. WOOD, DH, 2 OVER 2, SINGLE PANEGLASS.

VERY POOR, NOT COMPLIANT WITHTHE CURRENT ENERGY CODE.

STOREFRONTDOORS

FAIR. FRAME, SASH, AND JAMB COMPONENTS, RE-GLAZING OF DOORS ANDTRANSOMS. INSTALL NEW PERIMETER SEALANT AND WEATHER-STRIPPING. VARIOUS OPERABLE DOORFRAME MEMBERS REQUIREREFASTENING OF WOOD JOINTS AND CONNECTIONS AND RESTORATIONOF HARDWARE INCLUDING REALIGNMENT OF HINGES AND DOORCLOSERS. REMOVE PAINT, PRIME, REPAINT ALL WOOD, RE-GLAZE.

DOUBLE DOORS, WITH SINGLE GLASSPANE. TRANSOM LITE, SINGLE PANEGLASS.

6 STOREFRONTFIXED- DOORS

1

1

1

1

2A

2B

2C

3 3 3 3A

3 3

4 4 4

4 4 4 4

6

6 25

2

2A FIRE ESCAPEDOOR

FIRE ESCAPEDOOR

FIRE ESCAPEDOOR

2B

2C

KALAMINE, DOUBLE DOOR, WITHCENTER MUNTIN, SINGLE PANE WIREGLASS. TRANSOM TWO PANES,SINGLE PANE WIRE GLASS.

KALAMINE, DOUBLE DOOR, WITHCENTER MUNTIN, SINGLE PANE WIREGLASS. TRANSOM LITE WITH CENTERMUNTIN, SINGLE PANE WIRE GLASS.

KALAMINE, DOUBLE DOOR, WITHCENTER MUNTIN, SINGLE PANE WIREGLASS. TRANSOM WITH SASHES FORMECHANICAL EQUIPMENT.




3 3

4

NEWELY REPLACEDSTOREFRONT

NORTHERNMOSTSTOREFRONT BAY

FILED AND APPROVEDUNDER SEPARATE PERMIT

(LPC CNE #16-3164)

65 5

FAIR.FIXED DOUBLE DOORS, WITH SINGLEGLASS PANE. TRANSOM LITE, SINGLEPANE GLASS.

3rd FLOOR

4th FLOOR

5th FLOOR

2nd FLOOR

GROUND FLOOR

ROOF

GREENE STREET FACADE - PROPOSED CONDITIONS2A-002 SCALE: 3/16" = 1' - 0"

1

1

1

1

2A

2C

3 3 3

3 3

4 4 4

4 4 4 4

6

6 25

2 3 3

4

65 5

LOCATIONTYPE CONSTRUCTION TYPE CONDITION REPAIR PROGRAM

2B

SCHEDULE CONTINUED:

PLYWOOD

CAST IRON REPAIRS:REMOVE ALL PAINT TO METAL.REPAIR ALL DEFECTIVE PLATESANDORNAMENTATION. OPEN SELECTEDWATERTABLE CAPS, REPAIRARMATURES AS REQUIRED.REPLACE SELECTED WATERTABLEPLATES WHERE DETERIORATEDBEYOND REPAIR. PRIME ANDREPAINT ALL CAST IRON AS PERLPC APPROVED COLOR.SEE DETAIL 7/A-004.

CLEAN PRIME AND PAINTSHEET METAL CORNICE ANDPEDIMENT

REPAIR FIRE ESCAPE:REVIEW ALL CONNECTIONS,REMOVE ALL CORRODEDFASTENERS AND PLATES,REPLACE TO MATCHEXISTING. LIGHTLY SCRAPE,REPAINT ALL STEEL.

EGRESSWINDOWS

5A5A

EGRESSWINDOWS

3A

SCRAPE, CLEAN, PRIME,AND PAINT EXISTINGDIAMOND PLATE TO MATCHEXISTING. CLEAN, ANDRE-CAULK STONE FLAGS.

REPLACE WITH NEW WOOD WINDOWS (SASHES AND BRICK MOLDING),DH, 2 OVER 2, SINGLE PANE GLASS. (FROSTED BRONZE GLASSMATCHING SPEC INSTALLED IN #5A UNDER CNE 16-3164)







NEWELY REPLACED STOREFRONTNORTHERNMOST STOREFRONT BAYFILED AND APPROVED UNDERSEPARATE PERMIT.(LPC CNE #16-3164)

5A NEWSTOREFRONTDOOR - FIXED

NEW. NO WORK.

ELEVATOR SHAFTWINDOWS UNITS INFRONT OF EXISTING

ELEVATOR SHAFT WALLINSTALLED UNDER

CNE 88-0880(ISSUED 04-06-1988)

FRAME, SASH, AND JAMB COMPONENTS, RE-GLAZING OF DOORS ANDTRANSOMS. INSTALL NEW PERIMETER SEALANT AND WEATHER-STRIPPING. VARIOUS OPERABLE DOORFRAME MEMBERS REQUIREREFASTENING OF WOOD JOINTS AND CONNECTIONS AND RESTORATIONOF HARDWARE INCLUDING REALIGNMENT OF HINGES AND DOORCLOSERS. REMOVE PAINT, PRIME, REPAINT ALL WOOD, RE-GLAZE.

ELEVATOR SHAFTWINDOWS UNITS INFRONT OF EXISTING

ELEVATOR SHAFT WALLINSTALLED UNDER

CNE 88-0880(ISSUED 04-06-1988)

DATE

SCALE DRAWN BY

DRAWING TITLE

PROJECT NAME


AS INDICATED

REVISIONS

1

2

3

4

5

6

7

8

9

10

11


SEAL & SIGNATURE:

PAGE:

ZD/BK/PR/GL





3 of 14

09-21-16


EAST ELEVATION REPAIRS

A-003.00

09-21-16 LPC FILING

SCALE: 3/16" = 1' - 0"EAST (REAR) ELEVATION - EXISTING CONDITIONS

SETBACKSKYLIGHT

LOCATIONTYPE

EXIT STAIRCASEWINDOWS7

CONSTRUCTION TYPE

REPLACEMENT UNITS. FIREPROTECTED ALUMINUM WINDOWS,DH, 6 OVER 6, INSULATED GLASS.

WINDOW REPAIRS / REPLACEMENT SCHEDULE:

9

8

CONDITION REPAIR PROGRAM

GOOD.

LOFT WINDOWS. REPLACEMENT UNITS, ALUMINUM DH,1 OVER 1, INSULATED GLASS.

LOFT WINDOWS WOOD, DH, 6 OVER 6, SINGLE PANEGLASS.

N/A

GOOD. N/A


REPLACE WITH NEW ALUMINUMWINDOWS, DH, 1 OVER 1, INSULATEDGLASS.

7

7

8 8 8 8 8

9

10B 10 10 10

11 11 11 11

12 12 12 12 12 12

13 13 13 13 14

1A-003

10A 10B

99

1111

9 9

EAST (REAR) ELEVATION - PROPOSED CONDITIONSSCALE: 3/16" = 1' - 0"

3rd FLOOR

4th FLOOR

5th FLOOR

2nd FLOOR

GROUND FLOOR

ROOF

SETBACKSKYLIGHT

BASEMENT

7

7

8 8 8 8 8

12 12 12 12 12 12

13 13 13 13 14

2A-003

10

11

12

LOFT WINDOWS. REPLACEMENT WOOD, DH, 1 OVER 1,SINGLE PANE GLASS. SIZE OF THEWINDOWS VARY.

LOFT WINDOWS. WOOD, DH, 4 OVER 4, SINGLE PANEGLASS.

REAR YARDWINDOWS

REPLACEMENT UNITS, WOOD, SINGLEPANE FIXED WINDOWS, INSULATEDOBSCURED GLASS.ORIGINAL WINDOW CONFIGURATIONNOT KNOWN.

VERY POOR, NOT COMPLIANT WITHTHE CURRENT ENERGY CODE.WINDOW OPENINGS ARE PARTIALLYBLOCKED.

REPLACE WITH NEW ALUMINUMWINDOWS, DH, 1 OVER 1, INSULATEDGLASS.

REPLACE WITH NEW ALUMINUMWINDOWS, DH, 1 OVER 1, INSULATEDGLASS. PROVIDE SASH FORMECHANICAL EQUIPMENT.

GOOD. N/A



13 REAR YARDWINDOWS

REPLACEMENT UNITS, WOOD, SINGLEPANE FIXED WINDOWS, AND FIXEDTRANSOM LITE, INSULATEDOBSCURED GLASS.ORIGINAL WINDOWCONFIGURATION NOT KNOWN.

GOOD. N/A

14 REAR YARDDOOR

REPLACEMENT UNIT. WOOD FRAMESINGLE PANE GLAZING. MISSINGTRANSOM WINDOW.

POOR DUE TO DOOR OPENINGCONDITION. DOOR DOES NOTFIT THE OPENING.

REPAIR BRICKWORK AROUND DOOROPENING. INSTALL NEW DOOR ANDTRANSOM LITE TO FIT OPENING.


10

9

10

9

10

99

11

9

11

SCHEDULE CONTINUED: SCHEDULE CONTINUED:

11 11 11 11

101010

BRICK REPAIRS:POWER WASH 100%.REPOINT 100%.REPLACE CRACKED ANDSPALLED BRICKWORK AS NEEDED,MISCELLANEOUS AREAS.SEE DETAILS 2/A-004, 3/A-004, & 6/A-004.

RESTORE SHUTTERS AND HINGES(3 LOCATIONS).

REPLACE STONE WINDOW LINTELS ANDSILLS WITH PRECAST CONCRETE, TOMATCH STONE IN SIZE, COLOR ANDTEXTURE. EXACT LOCATIONS T..B.D.UPON DETAILED SCAFFOLD REVIEW.SEE DETAILS 1/A-004, 4/A-004, & 5/A-004.

REPAIR BRICK PARTY WALL.

CLEAN PATIO FLOOR, SERVICE DRAINS.

REMOVE PLYWOOD, FILL IN WITHBRICK AS PER SCHEDULE.

REPAIR MASONRY AT OPENINGPERIMETER, REPLACE DOORAS PER SCHEDULE.SEE DETAIL 2/A-004.

REMOVE ABANDONEDMECHANICAL EQUIPMENT

REPAIR BRICK MASONRY ASNEEDED. SPOT REPOINT,CLEAN.SEE DETAILS 2/A-004, & 3/A-004.

REPAIR FIRE ESCAPE: REVIEWALL CONNECTIONS, REMOVEALL CORRODED FASTENERSAND PLATES, REPLACE TOMATCH EXISTING. LIGHTLYSCRAPE, REPAINT ALL STEEL.

NON-VISIBLE REAR ELEVATION(SEE PARTIAL SECTION 3/A-003

AT REAR YARD)

EXISTING SPANDRELSHEET METAL CLADDING(NO WORK - GOOD CONDITION)

EXISTING SPANDRELSHEET METAL CLADDINGINSTALLED UNDER CNE 09-2517ISSUED IN 2008

15 REAR YARDSET-BACKSKYLIGHT

METAL AND GLASS SKYLIGHTINSTALLED UNDER CNE 09-2517ISSUED IN 2008

1515

GOOD. N/A

8'

23'-9"

3rdFLOOR

4thFLOOR

5thFLOOR

2ndFLOOR

GROUNDFLOOR

ROOF

BASEMENT

3rdFLOOR

4thFLOOR

5thFLOOR

2ndFLOOR

GROUNDFLOOR

ROOF

BASEMENT

6thFLOOR

PL

62 GREENE ST.5 STORIES

77 MERCER ST.6 STORIES

REAR YARD& ELEVATIONNOT VISIBLE

FROM STREETPUBLIC

WAY

PL

SCALE: 1/16" = 1' - 0"3

A-003

PARTIAL SECTION @ REAR YARD OF62 GREENE ST. & 77 MERCER ST.

DATE

SCALE DRAWN BY

DRAWING TITLE

PROJECT NAME


AS INDICATED

REVISIONS

1

2

3

4

5

6

7

8

9

10

11


SEAL & SIGNATURE:

PAGE:

ZD/BK/PR/GL





4 of 14

09-21-16


FACADE REPAIR DETAILS

A-004.00

09-21-16 LPC FILING

2a

a

SCALE: 3" - 1'0"

EXISTING MASONRYTO REMAIN.

INSTALL WEEP HOLES @EVERY 16" O.C. OR AT EA.JOINT.

EXISTING WINDOW TO REMAIN.

REPLACE PERIMETER SEALANT.SUBMIT COLOR SAMPLE FORARCHITECTS APPROVAL.

RECONSTRUCT ALLDAMAGED BRICK @ SILLREPLACEMENT WORKAREAS AS NEEDED.

REPLACE EXISTING STONE SILLW/ NEW CAST STONE TOMATCH SIZE, COLOR &TEXTURE OF EXISTING STONE.FASTEN TO MASONRY W/ 1/2"DIA S.S. THREADED PINS - MINTWO PER UNIT. SET INTO PRE-DRILLED HOLES FILLED W/EPOXY.

STONE WINDOW SILL REPLACEMENT

INSTALL NEW BACKER ROD AND SEALANT.

RECONSTRUCT FACEBRICK; INSTALL S.S. 12GA. CORRUGATED BUCK ANCHOR S.S. WALLTIES @ EVERY THREE BRICK COURSES AND16" O.C. HORIZONTALLY. NEW BRICK SIZE,COLOR AND BOND TO MATCH EXISTING.

INSTALL WEEP TUBES @ EVERY 16" O.C.

CLEAN SUBSTRATE; INSTALLPERM-A-BARRIER FLASHING MEMBRANE.PRIME SUBSTRATE AS REQUIRED. FORM ENDDAMS. FASTEN WITH S.S. TERMINATION BAR,SEAL AT PENETRATIONS WITH MASTIC.

REMOVE EXISTING STONE LINTEL , EVALUATECONDITION, SAVE FOR REINSTALLATION.REPLACE WTH MATCHING CAST STONE LINTEL IFSTONE IS DETERIORATED BEYOND REPAIR.REPAIR SURROUNDING BRICKWORK, RESETLINTEL, FASTEN W / 3/8" DIA MIN. S.S. ANCHORS(MIN. FOUR PER UNIT). SET INTO EPOXY. EXACTFASTENING T.B.D. UPON FIELD CONDITIONS. SUBSTRATE TO

BE VERIFIED INFIELD.

STONE WINDOW LINTEL REPAIR

INSTALL 7oz. COPPER FABRICTHRU-WALL FLASHING. TURN UPAT TERMINATIONS. FASTEN ATBACK WITH S.S. TERMINATION BAR,SEAL AT ALL JOINTS ANDPENETRATIONS AS REQUIRED.INSTALL WEEP HOLES AT EACHJOINT.

4A-004

SCALE: 3"=1'-0"

EXISTING BACK-UP MASONRY

REMOVE EXISTING DAMAGED FACEBRICKAND LOOSE BACK-UP MASONRY. FILL ALLVOIDS W/ MORTAR AS REQUIRED.RECONSTRUCT FACEBRICK TO MATCHEXISTING IN SIZE, COLOR, FINISH, ANDBOND.

INSTALL #345 S.S. CORRUGATED BUCKANCHOR BY HOHMANN & BARNARD@EVERY 3rd BRICK COURSE & EVERY 16"O.C. HORIZONTALLY.

TYPICAL FACEBRICK RECONSTRUCTION(W/ TRUE HEADERS)SCALE: 3" = 1'-0"

REMOVE EXISTING DAMAGED FACEBRICKAND LOOSE BACK-UP MASONRY. FILL ALLVOIDS W/ MORTAR AS REQUIRED.RECONSTRUCT FACEBRICK TO MATCHEXISTING IN SIZE, COLOR, FINISH, ANDBOND.

INSTALL #345 12 GA. S.S. CORRUGATEDBUCK ANCHOR BY HOHMANN & BARNARD@ EVERY 6th BRICK COURSE & EVERY 16"O.C. HORIZONTALLY.

EXISTING BACK-UP MASONRY

RESTORE TRUE-HEADERS

TYPICAL FACEBRICK RECONSTRUCTIONSCALE: 3" = 1'-0"

2A-004

NOTE: JOINT PROFILE TO MATCHORIGINAL AS PER FIELDCONDITIONS AND AS PERARCHITECT APPROVED SAMPLE.

REMOVE OLD DETERIORATEDMORTAR. REPOINT JOINTS TOMATCH ORIGINAL MORTAR.

CREATE A MECHANICAL KEY BYUNDERCUTTING EDGE AND DRILLINGHOLES.

PREPARE STONE SURFACE AND APPLYMIX AS PER PATCHING MANUFACTURER'SREQUIREMENTS: CLEAN SURFACE OFDUST, PRIME. FILL CAVITY WITH LAYEREDPATCHING MORTAR. SCRATCH EACHLAYER OF MORTAR AND TOOL SURFACEOF FINAL LAYER TO MATCH STONE.

N.T.S.MASONRY REPOINTING DETAIL

N.T.S.STONE PATCHING

CUT SQUARE ON EDGES (NOFEATHERING PERMITTED).

5A-004

6A-004

1A-004

3A-004

REPAIR / REPLACE WINDOW / DOOR TOMATCH ORIGINAL. FOR WINDOW REPAIRSCHEDULE SEE ELEVATION DRAWING 1/2

EXISTING FLOORASSEMBLY

INTERIORFINISHED FLOOR

EXISTING WALLFURRING, NO WORK

EXISTING CAST IRONCOLUMN. NO WORK.

RESTORE EXISTING CAST IRON:REMOVE ALL PAINT, REPAIR ALLCRACKED PLATES, REVIEW ALLFASTENERS & INSTALL NEW WHEREMISSING OR DETERIORATED (FLATHEAD S.S.SCREWS, DIA. TO MATCHEXISTING). INSTALL IRON PLATES ATAREAS WHERE EXISTING CAST IRONIS DETERIORATED BEYOND REPAIR.NEW IRONWORK TO MATCH ORIGINAL.PAINT ALL CAST IRON AS REQ'D. SEESPEC'S FOR CAST IRON REPAIRALLOWANCES.

REPLACE SILL TOP PLATE W/ NEW BENTSTEEL PLATE TO REPLICATE ORIGINALSET TO SLOPE. ALL LOCATIONS 2nd - 5thFLOOR.

REPAIR OR REPLACE VERTICALSILL PLATE, SEE SPECS FORALLOWANCES. REFASTEN ASREQUIRED.

INSTALL NEW CONTINUOUSSTEEL L 4"x4"x3/8": FASTENTO COLUMN

INSTALL NEW CONTINUOUS STEELL 6"x6"x1/2": FASTEN TO COLUMN.

INSTALL NEW STEEL BRACKET L 4"x4"x3/8"@ EVERY 24" O.C.

REPAIR EXISTING CAST IRON ORREPLACE WATERTABLE TOP PLATEW/ NEW BENT STEEL PLATES TOREPLICATE ORIGINAL FROM 2nd -5th FLOOR. SEE SPECS FORALLOWANCES.

REPAIR ALL EXISTINGWATERTABLE & SILL ARMATURES.INSTALL NEW STEEL STRAPSAND SUPPORTING ARMATURESAS INDICATED, PAINT ALL NEWSTEEL AS REQ'D. FINAL NEWARMATURE CONFIGURATION TOBE CONFIRMED UPON FIELDCONDITIONS. REMOVE ALLLOOSE MATERIALS FROM INSIDEWATERTABLE AT WORK AREA.

INSTALL NEW 3/8"x 2" BENTSTEEL STRAP @ EVERY 24"O.C.

ALTERNATE

ALTERNATE

SCALE: 3" = 1'-0"WATER TABLE REPAIRS (TYP.)7

A-004

DATE

SCALE DRAWN BY

DRAWING TITLE

PROJECT NAME


AS INDICATED

REVISIONS

1

2

3

4

5

6

7

8

9

10

11


SEAL & SIGNATURE:

PAGE:

ZD/BK/PR/GL





5 of 14

09-21-16


TYPE 1 WINDOW DETAILS

A-005.00

09-21-16 LPC FILING

4"

0 1/2" 2 3/4" 0 3/4" 3"

0 3/4"0 1/4"

1"

0 1/2"

3"

1 1/2"

3"

0 1/2"

3 1/4"

0 1/2"

0 1/2"

3 1/4"

0 1/2"

0 1/2"

3 1/4"

0 1/2"

1 3/4"

0 1/2"

2"

0 1/2"

1"

1 3/4"

0 1/2"0 3/4"0 3/4"0 1/2"

1/2" 2 3/4" 3/4" 3"

1"

1 3/4"

0 1/2"

4"

0 1/4"2 1/4"

0 1/4"

1 3/4"

0 1/2"

3 3/4"

0 1/4"

0 1/4"

3"

1 1/2"

3"

MEETINGRAIL

HEAD

3 WINDOW TYPE 1 EXISTING - JAMB PLANSCALE: 3" = 1'-0"

5 WINDOW TYPE 1 EXISTING - WINDOW SECTION AND JAMB DETAILSCALE: 3" = 1'-0"

INTERIOR

4 WINDOW TYPE 1 PROPOSED - JAMB PLANSCALE: 3" = 1'-0"

6 WINDOW TYPE 1 PROPOSED - WINDOW SECTION AND JAMB DETAILSCALE: 3" = 1'-0"

MUNTIN

SILL

MUNTIN

INTERIOR

HEAD

MEETINGRAIL

SILL

ELEVATORSHAFT

ELEVATORSHAFT

ELEVATORSHAFT

EXISTING ELEVATORSHAFT WALL

FROSTED BRONZE GLASS FROSTED BRONZE GLASS

ELEVATORSHAFT

EXISTING ELEVATORSHAFT WALL

5'-3 1/4"

5'-8 1/4"

8'-3

3/4

"8'

-1 1

/4"

4'-3

1/2

"

5'-3 1/4"

5'-8 1/4"

7'-1

1 1/

2"

4'-5

1/2

"

8'-3

3/4

"

1 EXISTING WINDOW TYPE 1SCALE: 1/2" = 1'-0" 2 PROPOSED WINDOW TYPE 1

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

5

3

6

4

EXISTING WINDOW TYPE 1


DATE

SCALE DRAWN BY

DRAWING TITLE

PROJECT NAME


AS INDICATED

REVISIONS

1

2

3

4

5

6

7

8

9

10

11


SEAL & SIGNATURE:

PAGE:

ZD/BK/PR/GL





6 of 14

09-21-16



A-006.00

09-21-16 LPC FILING

0 1/2"

6 3/4"

0 1/2"

0 1/2"

2 1/2"

0 1/2"

1 3/4"

0 1/2"

3 3/4"

0 1/2"

0 1/2"

6 1/2"

1 1/2"

3"

0 1/2" 3 1/2" 0 3/4" 3"

4 3/4"

0 3/4"0 1/4"

1"

1"

1 3/4"

0 1/2"

0 3/4"0 3/4"0 1/2"

1/2" 2 3/4" 3/4" 3"

1"

1 3/4"

0 1/2"

4"

0 1/4"2 1/4"

0 1/4"

1 3/4"

0 1/2"

3 3/4"

0 1/4"

0 1/4"

3"

1 1/2"

3"

INTERIORHEAD

MEETINGRAIL

SILL

MUNTIN

4 WINDOW TYPE 2 PROPOSED - JAMB PLANSCALE: 3" = 1'-0"3 WINDOW TYPE 2 EXISTING - JAMB PLAN

SCALE: 3" = 1'-0"

5 WINDOW TYPE 2 EXISTING - WINDOW SECTION AND JAMB DETAILSCALE: 3" = 1'-0" 6 WINDOW TYPE 2 PROPOSED - WINDOW SECTION AND JAMB DETAIL

SCALE: 3" = 1'-0"

INTERIOR INTERIOR

INTERIOR

HEAD

MEETINGRAIL

SILL

5'-3 1/4"

5'-8 1/4"

6'-9

"

8'-9

1/4

"

8'-1

1 1/

2"

5'-3 1/4"

5'-8 1/4"

8'-1

1 1/

2"8'

-9 1

/4"


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

5

3

4

6

EXISTING WINDOW TYPE 2 EXISTING WINDOW TYPE 2

DATE

SCALE DRAWN BY

DRAWING TITLE

PROJECT NAME


AS INDICATED

REVISIONS

1

2

3

4

5

6

7

8

9

10

11


SEAL & SIGNATURE:

PAGE:

ZD/BK/PR/GL





7 of 14

09-21-16


TYPE 2A WINDOW DETAILS

A-007.00

09-21-16 LPC FILING

0 1/2"

9 3/4"

0 1/2"

0 1/2"

5 3/4"

0 1/2"

1 3/4"

0 1/2"

5 1/2"

0 1/2"

0 1/2"1 1/4"

1 1/2"

3"

0 1/2"

1 3/4"

0 1/2"

0 3/4"0 1/4"

1"

1"

1 3/4"

0 1/2"

0 1/2" 4 3/4" 0 3/4" 3"

0 3/4"0 3/4"0 1/2"

1/2" 2 3/4" 3/4" 3"

1"

1 3/4"

0 1/2"

4"

0 1/4"2 1/4"

0 1/4"

1 3/4"

0 1/2"

3 3/4"

0 1/4"

0 1/4"

3"

1 1/2"

3"

4 WINDOW TYPE 2A PROPOSED - JAMB PLANSCALE: 3" = 1'-0"3 WINDOW TYPE 2A EXISTING - JAMB PLAN

SCALE: 3" = 1'-0"

5 WINDOW TYPE 2A EXISTING - WINDOW SECTION AND JAMB DETAILSCALE: 3" = 1'-0" 6 WINDOW TYPE 2A PROPOSED - WINDOW SECTION AND JAMB DETAIL

SCALE: 3" = 1'-0"

INTERIOR

HEAD

MEETINGRAIL

SILL

MUNTIN

INTERIOR INTERIOR

HEAD

MEETINGRAIL

SILL

INTERIOR

8'-6

1/2

"

8'-9

"

6'-3

"

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

5'-3 1/4"

5'-8 1/4"

8'-9

"8'

-6 1

/2"

1 EXISTING WINDOW TYPE 2ASCALE: 1/2" = 1'-0" 2 PROPOSED WINDOW TYPE 2A

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

5

3

4

6

EXISTING WINDOW TYPE 2A

DATE

SCALE DRAWN BY

DRAWING TITLE

PROJECT NAME


AS INDICATED

REVISIONS

1

2

3

4

5

6

7

8

9

10

11


SEAL & SIGNATURE:

PAGE:

ZD/BK/PR/GL





8 of 14

09-21-16


TYPE 2B WINDOW DETAILS

A-008.00

09-21-16 LPC FILING

0 1/2"

4"

0 1/2"

0 1/2"

2 1/4"

0 1/2"

1 3/4"

0 1/2"

3 3/4"

0 1/2"

0 1/2"

3"

1 1/2"

3"

0 3/4"0 1/4"

1"

1"

1 3/4"

0 1/2"

0 1/2" 2 3/4" 0 3/4" 3"

0 3/4"0 3/4"0 1/2"

1/2" 2 3/4" 3/4" 3"

1"

1 3/4"

0 1/2"

4"

0 1/4"2 1/4"

0 1/4"

1 3/4"

0 1/2"

3 3/4"

0 1/4"

0 1/4"

3"

1 1/2"

3"

4 WINDOW TYPE 2B PROPOSED - JAMB PLANSCALE: 3" = 1'-0"3 WINDOW TYPE 2B EXISTING - JAMB PLAN

SCALE: 3" = 1'-0"

5 WINDOW TYPE 2B EXISTING - WINDOW SECTION AND JAMB DETAILSCALE: 3" = 1'-0" 6 WINDOW TYPE 2B PROPOSED - WINDOW SECTION AND JAMB DETAIL

SCALE: 3" = 1'-0"

INTERIOR

HEAD

MEETINGRAIL

SILL

MUNTIN

INTERIOR

INTERIOR

HEAD

MEETINGRAIL

SILL

INTERIOR

INTERIOR

6'-7

"

9'-3

"

9'-5

1/4

"

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

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

9'-5

1/4

"9'

-3"

1 EXISTING WINDOW TYPE 2BSCALE: 1/2" = 1'-0" 2 PROPOSED WINDOW TYPE 2B

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

5

3 4

6

EXISTING WINDOW TYPE 2B

DATE

SCALE DRAWN BY

DRAWING TITLE

PROJECT NAME


AS INDICATED

REVISIONS

1

2

3

4

5

6

7

8

9

10

11


SEAL & SIGNATURE:

PAGE:

ZD/BK/PR/GL





9 of 14

09-21-16


TYPE 2C WINDOW DETAILS

A-009.00

09-21-16 LPC FILING

0 1/2"

3"

0 1/2"

1 3/4"

0 1/2"

2 1/4"

0 1/2"

0 1/2"

3 1/4"

1 1/2"

3"

0 3/4"0 1/4"

1"

1"

1 3/4"

0 1/2"

0 1/2" 6 1/4" 0 3/4" 3"

0 3/4"0 3/4"0 1/2"

1/2" 2 3/4" 3/4" 3"

1"

1 3/4"

0 1/2"

4"

0 1/4"2 1/4"

0 1/4"

1 3/4"

0 1/2"

3 3/4"

0 1/4"

0 1/4"

3"

1 1/2"

3"

INTERIOR

INTERIOR

3 WINDOW TYPE 2C EXISTING - JAMB PLANSCALE: 3" = 1'-0"

5 WINDOW TYPE 2C EXISTING - WINDOW SECTION AND JAMB DETAILSCALE: 3" = 1'-0"

4 WINDOW TYPE 2C PROPOSED - JAMB PLANSCALE: 3" = 1'-0"

6 WINDOW TYPE 2C PROPOSED - WINDOW SECTION AND JAMB DETAILSCALE: 3" = 1'-0"

HEAD

SILL

MUNTIN

INTERIOR

INTERIOR

HEAD

MEETINGRAIL

SILL

8'-1

0 3/

4"

9'-1

1/4

"

6'-7

"

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

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

9'-1

1/4

"8'

-10

3/4"

1 EXISTING WINDOW TYPE 2CSCALE: 1/2" = 1'-0" 2 PROPOSED WINDOW TYPE 2C

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

5

3 4

6

EXISTING WINDOW TYPE 2C

DATE

SCALE DRAWN BY

DRAWING TITLE

PROJECT NAME


AS INDICATED

REVISIONS

1

2

3

4

5

6

7

8

9

10

11


SEAL & SIGNATURE:

PAGE:

ZD/BK/PR/GL





10 of 14

09-21-16



A-010.00

09-21-16 LPC FILING

0 3/4"0 3/4"0 1/2"

1/2" 2 3/4" 3/4" 3"

4"

1/2" 2 3/4" 3/4" 3"

0 3/4"0 1/4"

1"

0 1/4"2 1/4"

0 1/4"

1 3/4"

0 1/2"

3 3/4"

0 1/4"

0 1/4"

3"

1 1/2"

3"

0 1/4"2 1/4"

0 1/4"

1 3/4"

0 1/2"

3 3/4"

0 1/4"

0 1/4"

3"

1 1/2"

3"

1"

1 3/4"

0 1/2"

1"

1 3/4"

0 1/2"

4"



INTERIOR



INTERIOR

HEAD

MEETINGRAIL

SILL

HEAD

MEETINGRAIL

SILL

5'-3 1/4"

5'-8 1/4"

7'-1

1 1/

2"

4'-5

1/2

"

8'-3

3/4

"

5'-3 1/4"

5'-8 1/4"

7'-1

1 1/

2"

4'-5

1/2

"

8'-3

3/4

"


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

5 6

43



DATE

SCALE DRAWN BY

DRAWING TITLE

PROJECT NAME


AS INDICATED

REVISIONS

1

2

3

4

5

6

7

8

9

10

11


SEAL & SIGNATURE:

PAGE:

ZD/BK/PR/GL





11 of 14

09-21-16



A-011.00

09-21-16 LPC FILING

0 1/4"2 1/4"

0 1/4"

1 3/4"

0 1/2"

3 3/4"

0 1/4"

0 1/4"

3"

1 1/2"

3"

0 3/4"0 1/4"

1"

1/4"1/2"

3/4"3"

1"

1 3/4"

0 1/2"

0 1/4"2 1/4"

0 1/4"

1 3/4"

0 1/2"

3 3/4"

0 1/4"

0 1/4"

3"

1 1/2"

3"

0 3/4"0 3/4"0 1/2"

1/2" 2 3/4" 3/4" 3"

1"

1 3/4"

0 1/2"

4"




INTERIOR

INTERIOR

HEAD

MEETINGRAIL

SILL

HEAD

MEETINGRAIL

SILL


INTERIOR

INTERIOR

8'-3

3/4

"

7'-1

1 3/

4"

5'-3 1/4"

5'-8 1/4"

7'-1

1 3/

4"

8'-3

3/4

"

4'-3

1/4

"


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

5 6

43



DATE

SCALE DRAWN BY

DRAWING TITLE

PROJECT NAME


AS INDICATED

REVISIONS

1

2

3

4

5

6

7

8

9

10

11


SEAL & SIGNATURE:

PAGE:

ZD/BK/PR/GL





12 of 14

09-21-16



A-012.00

09-21-16 LPC FILING

1 1/4"0 1/2"

3 3/4"

0 1/4"

0 1/4"1 3/4"

0 1/4"

1 3/4"

1 3/4"

2 3/4"

1 3/4"

0 1/2"

2 3/4"

2 1/4"0 3/4"

2 1/2"4"1"0 1/4"

0 1/2"0 3/4"0 1/2"

0 3/4"0 1/4"

1"

1"

1 3/4"

0 1/2" 0 1/2"0 3/4"0 1/2"

HEAD

MEETINGRAIL

SILL

MUNTIN





INTERIOR

HEAD

SILL

INTERIOR

INTERIORMEATING

RAIL INTERIOR

MUNTIN

9'-2

"

8'-8

1/2

"

4'

4'-4"

4'-8

1/4

"

4'-6

"

9'-2

"

4'

4'-4"

8'-8

1/4

"


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

5

3 4

6



DATE

SCALE DRAWN BY

DRAWING TITLE

PROJECT NAME


AS INDICATED

REVISIONS

1

2

3

4

5

6

7

8

9

10

11


SEAL & SIGNATURE:

PAGE:

ZD/BK/PR/GL





13 of 14

09-21-16



A-013.00

09-21-16 LPC FILING

0 1/4"2 1/4"

0 1/4"

1 1/4"

0 1/2"

3 3/4"

0 1/4"

2 3/4"

2 1/4"0 3/4"

2 1/2"4"0 1/4"

0 1/2"0 3/4"0 1/2"

0 3/4"0 1/4"

1"

0 1/4"

3"

0 3/4"

1 3/4"

1 3/4"

1 3/4"

0 1/2"

2 3/4"

1"

1 3/4"

0 1/2" 0 1/2"0 3/4"0 1/2"

SILL

INTERIOR





MEETINGRAIL

HEAD

MEATINGRAIL INTERIOR

INTERIORINTERIOR

HEAD

SILL

4'-1"

4'-4"

8'-1

1/2

"

7'-5

1/4

"

4'-2

1/4

"

4'-6

"

9'-2

"

4'

4'-4"

8'-8

1/4

"


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

5

34

6


DATE

SCALE DRAWN BY

DRAWING TITLE

PROJECT NAME


AS INDICATED

REVISIONS

1

2

3

4

5

6

7

8

9

10

11


SEAL & SIGNATURE:

PAGE:

ZD/BK/PR/GL





14 of 14

09-21-16



A-014.00

09-21-16 LPC FILING

0 3/4"

2 1/4"

2 3/4"

1 3/4"

0 1/2"

2 3/4"

2 1/4"0 3/4"

2 1/2"

0 1/4"1 1/4"

0 1/4"

0 1/4"0 3/4"0 1/4"

0 1/4"0 3/4"0 1/4"

1 1/4"0 1/2"

1"

0 1/4"

0 1/4"

2 1/4"

0 3/4"

2 1/4"1 3/4"

1"

0 3/4"0 1/4"

1"

0 1/2"0 3/4"0 1/2"

1"

1 3/4"

0 1/2" 0 1/2"0 3/4"0 1/2"

MUNTIN





INTERIOR

INTERIOR

HEAD

SILL

MEATINGRAIL INTERIOR

INTERIOR

MEETING RAIL

MUNTIN

SILL

HEAD

4'-4"

4'-1"

9'-2

"

8'-1

0"

4'-5

1/4

"

4'-6

"

9'-2

"

4'

4'-4"

8'-8

1/4

"


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

5

3 4

6


EXISTING WINDOW TYPE 11EXISTING WINDOW TYPE 11

Documents

SoHo-Cast Iron GENERAL NOTES...COVER SHEET: GENERAL NOTES, LOCATION OF WORK, ENERGY ANALYSIS A-001.00 09-21-16 LPC FILING SoHo-Cast Iron W e s t S t r e e t E a s t 1 4t h St r e et