7
Updated 05/24/2018 Printed 04/18/2019 Page 1 of 1 Project No. 44798-C DESIGN & CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER EMPIRE STATE PLAZA ALBANY, NY  12242 ADDENDUM NO. 4 TO PROJECT NO. 44798 CONSTRUCTION WORK REPAIR EXTERIOR FAÇADE SHIRLEY CHISHOLM STATE OFFICE BUILDING 55 HANSON PLACE BROOKLYN, NY April 18, 2019 NOTE: This Addendum forms a part of the Contract Documents. Insert it in the Project Manual. Acknowledge receipt of this Addendum in the space provided on the Bid Form. SPECIFICATIONS 1. Revised Drawings: a. Drawing No., A-006, A-007, A-008, A-009, A011, and A-206 noted “REVISED DRAWING 4/17/2019” accompanies this Addendum and supersedes the same numbered originally issued Drawing. END OF ADDENDUM Erik T. Deyoe, P.E. Director, Division of Design Design & Construction KM:jc

DESIGN CONSTRUCTION GROUP THE GOVERNOR NELSON A. … 04 C.pdf · 2019. 4. 18. · updated 05/24/2018 printed 04/18/2019 page 1 of 1 project no. 44798-c design & construction group

  • Upload
    others

  • View
    1

  • Download
    0

Embed Size (px)

Citation preview

Page 1: DESIGN CONSTRUCTION GROUP THE GOVERNOR NELSON A. … 04 C.pdf · 2019. 4. 18. · updated 05/24/2018 printed 04/18/2019 page 1 of 1 project no. 44798-c design & construction group

Updated 05/24/2018

Printed 04/18/2019 Page 1 of 1 Project No. 44798-C

DESIGN & CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER 

EMPIRE STATE PLAZA ALBANY, NY  12242 

ADDENDUM NO. 4 TO PROJECT NO. 44798

CONSTRUCTION WORK

REPAIR EXTERIOR FAÇADE SHIRLEY CHISHOLM STATE OFFICE BUILDING

55 HANSON PLACE BROOKLYN, NY

April 18, 2019 NOTE: This Addendum forms a part of the Contract Documents. Insert it in the Project Manual.

Acknowledge receipt of this Addendum in the space provided on the Bid Form. SPECIFICATIONS 1. Revised Drawings:

a. Drawing No., A-006, A-007, A-008, A-009, A011, and A-206 noted “REVISED DRAWING 4/17/2019” accompanies this Addendum and supersedes the same numbered originally issued Drawing.

END OF ADDENDUM

Erik T. Deyoe, P.E. Director, Division of Design Design & Construction KM:jc

Page 2: DESIGN CONSTRUCTION GROUP THE GOVERNOR NELSON A. … 04 C.pdf · 2019. 4. 18. · updated 05/24/2018 printed 04/18/2019 page 1 of 1 project no. 44798-c design & construction group

1 01/16/2019 FINAL SUBMISSION

WARNING:

FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONS

ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT

UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE

AND IS A CLASS 'A' MISDEMEANOR.

PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,

THE ALTERATION OF THIS MATERIAL IN ANY WAY,

CLIENT:

CONTRACT:

TITLE:

LOCATION:

SHEET TITLE:

DESIGNED BY:

PROJECT

DRAWN BY:

DRAWING NUMBER:

FIELD CHECK:

APPROVED:

SHEET OF

MARK DATE DESCRIPTION

NUMBER:

REPAIR EXTERIOR FACADE

SHIRLEY CHISHOLM STATE OFFICE BLDG.55 HANSON PLACE

BROOKLYN, NY 11217

NEW YORK STATEOFFICE OF GENERAL SERVICES

44798

36x2

4 PL

OT

SHEE

T

CONSULTANT

May

04,

2017

- 10

:41a

m /V

olum

es/F

ile S

erve

r/PRO

JEC

T LI

ST c

urre

nt/1

7157

55

Han

son

Plac

e Ex

terio

r Reh

ab/1

7157

CAD

D/D.

1715

7 C

on D

oc -

Prog

ress

Set

s/Dr

awin

gTem

plat

es/G

-BS3

624.

dwg

- C

CONSTRUCTION

DESIGN & CONSTRUCTION

CTA ARCHITECTS P.C.

EXISTING / REMOVALELEVATION - SOUTH

A-006

SM

MJ / CT

APPROVED

SM HZ AR

2 04/17/2019 ADDENDUM 4

1915

SHIRLEY A. CHISHOLM STATE OFFICE BUILDING

55~~~ ~~~~~ ~~~~~~~~~ ~~ ~~~ ~~~

~~ ~~ ~~~~ ~~~~~~~~ ~~ ~ ~~~ ~~~~~~ ~~~ ~~ ~~ ~~~~

SHIRLEY A CHISHOLMSTATE OFFICE BUILDING

~~~ ~~~~~ ~~~~~ ~~~~ ~~ ~~~ ~~~~~~ ~~ ~~~ ~~~ ~ ~~~~~~ ~ ~~~~~ ~~ ~~~~ ~~~~~ ~ ~~ ~~~~ ~~ ~~~~ ~~ ~ ~~~ ~~~~ ~~ ~~ ~~~ ~~~

GENERAL NOTES:

1. REFER TO ROOF PLAN AND BULKHEAD DRAWINGS FOR ADDITIONAL SCOPE.

2. AT ALL LOCATIONS OF ABATEMENT INCLUDE TEMPORARY PROTECTION TO MAINTAIN WATER TIGHTNESS.

REFER TO AREAWAYELEVATIONS, SHEET A-010, FOR

SCOPE. TYP.

10TH FLOOR+/- 104'-0"

+/-1

7'-0

"+/

-13'

-0"

+/-1

0'-0

"+/

-11'

-0"

+/-1

0'-0

"+/

-10'

-0"

+/-1

0'-6

"+/

-12'

-6"

+/-1

0'-0

"+/

-10'

-0"

+/-1

0'-0

"+/

-10'

-0"

+/-1

3'-1

0"+/

-3'-4

"

11TH FLOOR+/- 114'-0"

9TH FLOOR+/- 94'-0"

8TH FLOOR+/- 81'-6"

7TH FLOOR+/- 71'-0"

6TH FLOOR+/- 61'-0"

5TH FLOOR+/- 51'-0"

4TH FLOOR+/- 40'-0"

3RD FLOOR+/- 30'-0"

2ND FLOOR+/- 17'-0"

1ST FLOOR+/- 0'-0"

12TH FLOOR+/- 124'-0"

13TH FLOOR+/- 134'-0"

T.O.R.+/- 147'-10"

T.O.P.+/- 151'-2"

REMOVE EXISTING CAMERA TO BE REINSTALLED AFTER COMPLETION OF WORK. TYP.

REMOVE EXISTING STUCCO DOWN TO CUT STONE SUBSTRATE.

REMOVE EXISTING STATE SEAL. SET ASIDE, STORE AND PROTECT.

REMOVE EXISTINGEXTERIOR LIGHTING

FIXTURE. TYP.

METAL PLAQUE IS TO BE REMOVED AND STORED FOR REINSTALLATION.

REMOVE EXISTING FLAG SUPPORTS. STORE FOR REINSTALLATION. TYP.

EXISTING LOUVERS. TYP.

EXISTING/REMOVAL SOUTH ELEVATION Scale: 1/8" = 1'-0"1

0 10 20 30 40 50 FT

ABOVE 2ND FLOOR: REMOVE EXISTING STUCCO, FURRING, AND FRAMING DOWN TO FACE MASONRY.

BELOW 2ND FLOOR: REMOVE EXISTING STUCCO, FURRING, FRAMING AND THREE WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

2

2

2

REMOVAL LEGEND - ELEVATION

REMOVE EXISTING SILL, ASSOCIATED FLASHING, AND MASONRY BELOW.

REMOVE EXISTING LINTEL AND MASONRY ABOVE.REMOVE EXISTING MORTAR JOINTS IN BRICK, TERRA COTTA, AND CAST STONE TO 3/4" DEPTH MIN. OR TO SOUND MORTAR. REMOVE EXISTING FACE MASONRY.

REMOVE MORTAR AND STRIP/REMOVE ALL COATINGS AT EXISTING ARCHITECTURAL PRECAST CONCRETE FACADE AND PREPARE ARCHITECTURAL PRECAST CONCRETE FACADE FOR POINTING, PATCHING AND COATING.

ROUT OUT CRACKS AT EXISTING ARCHITECTURAL PRECAST CONCRETE.

REMOVE EXISTING STUCCO, FURRING, FRAMING AND ONE WYTHE OF MASONRY, EXCEPT WHERE OTHERWISE NOTED.

CUT AND PREPARE SPALL IN EXISTING ARCHITECTURAL PRECAST CONCRETE.

REMOVE/CUT OUT EXISTING TERRA COTTA UNIT.

REMOVE EXISTING PARAPET INCLUDING TWO WYTHES OF MASONRY ABOVE LINTEL AND THREE WYTHES AT THE SPANDREL LEVEL.

REMOVE EXISTING SKYLIGHT, LIGHTS, STOREFRONT, RAILING, METAL PLATES, ETC.

REMOVE FACE MASONRY, STUCCO AND MASONRY BACKUP FOR WINDOW OPENING.

REMOVE EXISTING METAL COVER, WINDOW, FRAME, PERIMETER SEALANT, ANCHORAGE, AND BLOCKING.

REMOVE EXISTING WINDOW, FRAME , BLACK-OUT PANEL, PERIMETER SEALANT, ANCHORAGE, AND BLOCKING.

REMOVE EXISTING DOOR AND FRAME.

REMOVE/CUT OUT EXISTING PRECAST CONCRETE FACADE, BRICK, AND MORTAR AND PREPARE SUBSTRATE FOR PRECAST CONCRETE FACADE PATCHING AND COATING.

REMOVE EXISTING COUNTER FLASHING AND SEALANT. REMOVE/CUT OUT EXISTING PRECAST CONCRETE FACADE AND PREPARE SUBSTRATE FOR PRECAST CONCRETE FACADE PATCHING AND COATING.

AT BULKHEADS REMOVE EXISTING PARAPET INCLUDING UP TO TWO WYTHES OF MASONRY NINE COURSES ABOVE ROOF SLAB.

LEGEND:2

REVISEDDRAWING -4/17/2019

Page 3: DESIGN CONSTRUCTION GROUP THE GOVERNOR NELSON A. … 04 C.pdf · 2019. 4. 18. · updated 05/24/2018 printed 04/18/2019 page 1 of 1 project no. 44798-c design & construction group

EXISTING/REMOVAL WEST FACING SETBACK ELEVATION Scale: 1/8" = 1'-0"2

10TH FLOOR+/- 104'-0"

+/-1

7'-0

"+/

-13'

-0"

+/-1

0'-0

"+/

-11'

-0"

+/-1

0'-0

"+/

-10'

-0"

+/-1

0'-6

"+/

-12'

-6"

+/-1

0'-0

"+/

-10'

-0"

+/-1

0'-0

"+/

-10'

-0"

+/-1

3'-1

0"+/

-3'-4

"

11TH FLOOR+/- 114'-0"

9TH FLOOR+/- 94'-0"

8TH FLOOR+/- 81'-6"

7TH FLOOR+/- 71'-0"

6TH FLOOR+/- 61'-0"

5TH FLOOR+/- 51'-0"

4TH FLOOR+/- 40'-0"

3RD FLOOR+/- 30'-0"

2ND FLOOR+/- 17'-0"

1ST FLOOR+/- 0'-0"

12TH FLOOR+/- 124'-0"

13TH FLOOR+/- 134'-0"

T.O.R.+/- 147'-10"

T.O.P.+/- 151'-2"

+/- 1

7'-8

"

REFER TO AREAWAY ELEVATIONS FOR SCOPE OF WORK.

EXISTINGMETAL CLADDINGTO REMAIN.

0 10 20 30 40 50 FT

1 01/16/2019 FINAL SUBMISSION

WARNING:

FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONS

ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT

UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE

AND IS A CLASS 'A' MISDEMEANOR.

PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,

THE ALTERATION OF THIS MATERIAL IN ANY WAY,

CLIENT:

CONTRACT:

TITLE:

LOCATION:

SHEET TITLE:

DESIGNED BY:

PROJECT

DRAWN BY:

DRAWING NUMBER:

FIELD CHECK:

APPROVED:

SHEET OF

MARK DATE DESCRIPTION

NUMBER:

REPAIR EXTERIOR FACADE

SHIRLEY CHISHOLM STATE OFFICE BLDG.55 HANSON PLACE

BROOKLYN, NY 11217

NEW YORK STATEOFFICE OF GENERAL SERVICES

44798

36x2

4 PL

OT

SHEE

T

CONSULTANT

May

04,

2017

- 10

:41a

m /V

olum

es/F

ile S

erve

r/PRO

JEC

T LI

ST c

urre

nt/1

7157

55

Han

son

Plac

e Ex

terio

r Reh

ab/1

7157

CAD

D/D.

1715

7 C

on D

oc -

Prog

ress

Set

s/Dr

awin

gTem

plat

es/G

-BS3

624.

dwg

- C

CONSTRUCTION

DESIGN & CONSTRUCTION

CTA ARCHITECTS P.C.

EXISTING / REMOVALELEVATION - EAST

A-007

SM

MJ / CT

APPROVED

SM HZ AR

2 04/17/2019 ADDENDUM 4

EXISTING/REMOVAL EAST ELEVATION Scale: 1/8" = 1'-0"1

GENERAL NOTES:

1. REFER TO ROOF PLAN AND BULKHEAD DRAWINGS FOR ADDITIONAL SCOPE.

2. AT ALL LOCATIONS OF ABATEMENT INCLUDE TEMPORARY PROTECTION TO MAINTAIN WATER TIGHTNESS.

REFER TO AREAWAYELEVATIONS, SHEET A-010, FOR

SCOPE. TYP.

REMOVE EXISTING CAMERA TO BE REINSTALLED AFTER COMPLETION OF WORK. TYP.

REMOVE EXISTING LIGHT FIXTURES, TYP.

10TH FLOOR+/- 104'-0"

+/-1

7'-0

"+/

-13'

-0"

+/-1

0'-0

"+/

-11'

-0"

+/-1

0'-0

"+/

-10'

-0"

+/-1

0'-6

"+/

-12'

-6"

+/-1

0'-0

"+/

-10'

-0"

+/-1

0'-0

"+/

-10'

-0"

+/-1

3'-1

0"+/

-3'-4

"

11TH FLOOR+/- 114'-0"

9TH FLOOR+/- 94'-0"

8TH FLOOR+/- 81'-6"

7TH FLOOR+/- 71'-0"

6TH FLOOR+/- 61'-0"

5TH FLOOR+/- 51'-0"

4TH FLOOR+/- 40'-0"

3RD FLOOR+/- 30'-0"

2ND FLOOR+/- 17'-0"

1ST FLOOR+/- 0'-0"

12TH FLOOR+/- 124'-0"

13TH FLOOR+/- 134'-0"

T.O.R.+/- 147'-10"

T.O.P.+/- 151'-2"

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

2

2

2 2

REMOVAL LEGEND - ELEVATION

REMOVE EXISTING SILL, ASSOCIATED FLASHING, AND MASONRY BELOW.

REMOVE EXISTING LINTEL AND MASONRY ABOVE.REMOVE EXISTING MORTAR JOINTS IN BRICK, TERRA COTTA, AND CAST STONE TO 3/4" DEPTH MIN. OR TO SOUND MORTAR. REMOVE EXISTING FACE MASONRY.

REMOVE MORTAR AND STRIP/REMOVE ALL COATINGS AT EXISTING ARCHITECTURAL PRECAST CONCRETE FACADE AND PREPARE ARCHITECTURAL PRECAST CONCRETE FACADE FOR POINTING, PATCHING AND COATING.

ROUT OUT CRACKS AT EXISTING ARCHITECTURAL PRECAST CONCRETE.

REMOVE EXISTING STUCCO, FURRING, FRAMING AND ONE WYTHE OF MASONRY, EXCEPT WHERE OTHERWISE NOTED.

CUT AND PREPARE SPALL IN EXISTING ARCHITECTURAL PRECAST CONCRETE.

REMOVE/CUT OUT EXISTING TERRA COTTA UNIT.

REMOVE EXISTING PARAPET INCLUDING TWO WYTHES OF MASONRY ABOVE LINTEL AND THREE WYTHES AT THE SPANDREL LEVEL.

REMOVE EXISTING SKYLIGHT, LIGHTS, STOREFRONT, RAILING, METAL PLATES, ETC.

REMOVE FACE MASONRY, STUCCO AND MASONRY BACKUP FOR WINDOW OPENING.

REMOVE EXISTING METAL COVER, WINDOW, FRAME, PERIMETER SEALANT, ANCHORAGE, AND BLOCKING.

REMOVE EXISTING WINDOW, FRAME , BLACK-OUT PANEL, PERIMETER SEALANT, ANCHORAGE, AND BLOCKING.

REMOVE EXISTING DOOR AND FRAME.

REMOVE/CUT OUT EXISTING PRECAST CONCRETE FACADE, BRICK, AND MORTAR AND PREPARE SUBSTRATE FOR PRECAST CONCRETE FACADE PATCHING AND COATING.

REMOVE EXISTING COUNTER FLASHING AND SEALANT. REMOVE/CUT OUT EXISTING PRECAST CONCRETE FACADE AND PREPARE SUBSTRATE FOR PRECAST CONCRETE FACADE PATCHING AND COATING.

AT BULKHEADS REMOVE EXISTING PARAPET INCLUDING UP TO TWO WYTHES OF MASONRY NINE COURSES ABOVE ROOF SLAB.

LEGEND:

2 2

REVISEDDRAWING -4/17/2019

Page 4: DESIGN CONSTRUCTION GROUP THE GOVERNOR NELSON A. … 04 C.pdf · 2019. 4. 18. · updated 05/24/2018 printed 04/18/2019 page 1 of 1 project no. 44798-c design & construction group

REMOVAL LEGEND - ELEVATION

REMOVE EXISTING SILL, ASSOCIATED FLASHING, AND MASONRY BELOW.

REMOVE EXISTING LINTEL AND MASONRY ABOVE.REMOVE EXISTING MORTAR JOINTS IN BRICK, TERRA COTTA, AND CAST STONE TO 3/4" DEPTH MIN. OR TO SOUND MORTAR. REMOVE EXISTING FACE MASONRY.

REMOVE MORTAR AND STRIP/REMOVE ALL COATINGS AT EXISTING ARCHITECTURAL PRECAST CONCRETE FACADE AND PREPARE ARCHITECTURAL PRECAST CONCRETE FACADE FOR POINTING, PATCHING AND COATING.

ROUT OUT CRACKS AT EXISTING ARCHITECTURAL PRECAST CONCRETE.

REMOVE EXISTING STUCCO, FURRING, FRAMING AND ONE WYTHE OF MASONRY, EXCEPT WHERE OTHERWISE NOTED.

CUT AND PREPARE SPALL IN EXISTING ARCHITECTURAL PRECAST CONCRETE.

REMOVE/CUT OUT EXISTING TERRA COTTA UNIT.

REMOVE EXISTING PARAPET INCLUDING TWO WYTHES OF MASONRY ABOVE LINTEL AND THREE WYTHES AT THE SPANDREL LEVEL.

REMOVE EXISTING SKYLIGHT, LIGHTS, STOREFRONT, RAILING, METAL PLATES, ETC.

REMOVE FACE MASONRY, STUCCO AND MASONRY BACKUP FOR WINDOW OPENING.

REMOVE EXISTING METAL COVER, WINDOW, FRAME, PERIMETER SEALANT, ANCHORAGE, AND BLOCKING.

REMOVE EXISTING WINDOW, FRAME , BLACK-OUT PANEL, PERIMETER SEALANT, ANCHORAGE, AND BLOCKING.

REMOVE EXISTING DOOR AND FRAME.

REMOVE/CUT OUT EXISTING PRECAST CONCRETE FACADE, BRICK, AND MORTAR AND PREPARE SUBSTRATE FOR PRECAST CONCRETE FACADE PATCHING AND COATING.

REMOVE EXISTING COUNTER FLASHING AND SEALANT. REMOVE/CUT OUT EXISTING PRECAST CONCRETE FACADE AND PREPARE SUBSTRATE FOR PRECAST CONCRETE FACADE PATCHING AND COATING.

AT BULKHEADS REMOVE EXISTING PARAPET INCLUDING UP TO TWO WYTHES OF MASONRY NINE COURSES ABOVE ROOF SLAB.

LEGEND:

2 2

1 01/16/2019 FINAL SUBMISSION

WARNING:

FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONS

ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT

UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE

AND IS A CLASS 'A' MISDEMEANOR.

PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,

THE ALTERATION OF THIS MATERIAL IN ANY WAY,

CLIENT:

CONTRACT:

TITLE:

LOCATION:

SHEET TITLE:

DESIGNED BY:

PROJECT

DRAWN BY:

DRAWING NUMBER:

FIELD CHECK:

APPROVED:

SHEET OF

MARK DATE DESCRIPTION

NUMBER:

REPAIR EXTERIOR FACADE

SHIRLEY CHISHOLM STATE OFFICE BLDG.55 HANSON PLACE

BROOKLYN, NY 11217

NEW YORK STATEOFFICE OF GENERAL SERVICES

44798

36x2

4 PL

OT

SHEE

T

CONSULTANT

May

04,

2017

- 10

:41a

m /V

olum

es/F

ile S

erve

r/PRO

JEC

T LI

ST c

urre

nt/1

7157

55

Han

son

Plac

e Ex

terio

r Reh

ab/1

7157

CAD

D/D.

1715

7 C

on D

oc -

Prog

ress

Set

s/Dr

awin

gTem

plat

es/G

-BS3

624.

dwg

- C

CONSTRUCTION

DESIGN & CONSTRUCTION

CTA ARCHITECTS P.C.

EXISTING / REMOVALELEVATION - NORTH

A-008

SM

MJ / CT

SM HZ AR

APPROVED

2 04/17/2019 ADDENDUM 4

EXISTING/REMOVAL NORTH ELEVATION Scale: 1/8" = 1'-0"1

ADJACENTBUILDING

GENERAL NOTES: 1. REFER TO ROOF PLAN AND BULKHEAD DRAWINGS FOR ADDITIONAL SCOPE.

2. AT ALL LOCATIONS OF ABATEMENT INCLUDE TEMPORARY PROTECTION TO MAINTAIN WATER TIGHTNESS.

DETACH EXISTING METAL GATE AND PROTECT.

EXISTINGSKYLIGHT AND

GLAZING SYSTEMTO BE REMOVED.

EXISTINGMETAL CLADDINGTO REMAIN.

REFER TO AREAWAYELEVATIONS, SHEET A-010, FOR

SCOPE. TYP.

REMOVE EXISTING CAMERA TO BE REINSTALLED AFTER COMPLETION OF WORK. TYP.

REMOVE EXISTING CAMELBACKCOPING STONE. REFER TO ROOF

AND REAR YARD DRAWINGS.

REMOVE EXISTING LIGHT FIXTURES, TYP.

10TH FLOOR+/- 104'-0"

+/- 1

7'-0

"+/

- 13'

-0"

+/- 1

0'-0

"+/

- 11'

-0"

+/- 1

0'-0

"+/

- 10'

-0"

+/- 1

0'-6

"+/

- 12'

-6"

+/- 1

0'-0

"+/

- 10'

-0"

+/- 1

0'-0

"+/

- 10'

-0"

+/- 1

3'-1

0"+/

- 3'-4

"

11TH FLOOR+/- 114'-0"

9TH FLOOR+/- 94'-0"

8TH FLOOR+/- 81'-6"

7TH FLOOR+/- 71'-0"

6TH FLOOR+/- 61'-0"

5TH FLOOR+/-51'-0"

3RD FLOOR+/- 30'-0"

2ND FLOOR+/- 17'-0"

1ST FLOOR+/- 0'-0"

12TH FLOOR+/- 124'-0"

13TH FLOOR+/- 134'-0"

T.O.R.+/- 147'-10"

T.O.P.+/- 151'-2"

4TH FLOOR+/- 40'-0"

DETACH EXISTING METAL GATE AND PROTECT.

4

A-011

0 10 20 30 FT

ADJACENTBUILDING

SHED

ADJACENTBUILDING

DECK ANDSTAIRSADJACENT

BUILDING ENTRANCE STAIRS

EXISTING E.J.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

2

2

2

2

2

REVISEDDRAWING -4/17/2019

Page 5: DESIGN CONSTRUCTION GROUP THE GOVERNOR NELSON A. … 04 C.pdf · 2019. 4. 18. · updated 05/24/2018 printed 04/18/2019 page 1 of 1 project no. 44798-c design & construction group

REMOVAL LEGEND - ELEVATION

REMOVE EXISTING SILL, ASSOCIATED FLASHING, AND MASONRY BELOW.

REMOVE EXISTING LINTEL AND MASONRY ABOVE.REMOVE EXISTING MORTAR JOINTS IN BRICK, TERRA COTTA, AND CAST STONE TO 3/4" DEPTH MIN. OR TO SOUND MORTAR. REMOVE EXISTING FACE MASONRY.

REMOVE MORTAR AND STRIP/REMOVE ALL COATINGS AT EXISTING ARCHITECTURAL PRECAST CONCRETE FACADE AND PREPARE ARCHITECTURAL PRECAST CONCRETE FACADE FOR POINTING, PATCHING AND COATING.

ROUT OUT CRACKS AT EXISTING ARCHITECTURAL PRECAST CONCRETE.

REMOVE EXISTING STUCCO, FURRING, FRAMING AND ONE WYTHE OF MASONRY, EXCEPT WHERE OTHERWISE NOTED.

CUT AND PREPARE SPALL IN EXISTING ARCHITECTURAL PRECAST CONCRETE.

REMOVE/CUT OUT EXISTING TERRA COTTA UNIT.

REMOVE EXISTING PARAPET INCLUDING TWO WYTHES OF MASONRY ABOVE LINTEL AND THREE WYTHES AT THE SPANDREL LEVEL.

REMOVE EXISTING SKYLIGHT, LIGHTS, STOREFRONT, RAILING, METAL PLATES, ETC.

REMOVE FACE MASONRY, STUCCO AND MASONRY BACKUP FOR WINDOW OPENING.

REMOVE EXISTING METAL COVER, WINDOW, FRAME, PERIMETER SEALANT, ANCHORAGE, AND BLOCKING.

REMOVE EXISTING WINDOW, FRAME , BLACK-OUT PANEL, PERIMETER SEALANT, ANCHORAGE, AND BLOCKING.

REMOVE EXISTING DOOR AND FRAME.

REMOVE/CUT OUT EXISTING PRECAST CONCRETE FACADE, BRICK, AND MORTAR AND PREPARE SUBSTRATE FOR PRECAST CONCRETE FACADE PATCHING AND COATING.

REMOVE EXISTING COUNTER FLASHING AND SEALANT. REMOVE/CUT OUT EXISTING PRECAST CONCRETE FACADE AND PREPARE SUBSTRATE FOR PRECAST CONCRETE FACADE PATCHING AND COATING.

AT BULKHEADS REMOVE EXISTING PARAPET INCLUDING UP TO TWO WYTHES OF MASONRY NINE COURSES ABOVE ROOF SLAB.

LEGEND:

2 2

EXISTING/REMOVAL WEST ELEVATION Scale: 1/8" = 1'-0"1

GENERAL NOTES:

1. REFER TO ROOF PLAN AND BULKHEAD DRAWINGS FOR ADDITIONAL SCOPE.

2. AT ALL LOCATIONS OF ABATEMENT INCLUDE TEMPORARY PROTECTION TO MAINTAIN WATER TIGHTNESS.

REFER TO AREAWAYELEVATIONS, SHEET A-010, FOR

SCOPE. TYP.

REMOVE EXISTING CAMERA TO BE REINSTALLED AFTER COMPLETION OF WORK. TYP.

REMOVE EXISTING LIGTH FIXTURES, TYP.

EXISTING SIDEWALK SHED.

5

A-021 0 10 20 30 40 50 FT

10TH FLOOR+/- 104'-0"

+/-1

7'-0

"+/

-13'

-0"

+/-1

0'-0

"+/

-11'

-0"

+/-1

0'-0

"+/

-10'

-0"

+/-1

0'-6

"+/

-12'

-6"

+/-1

0'-0

"+/

-10'

-0"

+/-1

0'-0

"+/

-10'

-0"

+/-1

3'-1

0"+/

-3'-4

"

11TH FLOOR+/- 114'-0"

9TH FLOOR+/- 94'-0"

8TH FLOOR+/- 81'-6"

7TH FLOOR+/- 71'-0"

6TH FLOOR+/- 61'-0"

5TH FLOOR+/- 51'-0"

4TH FLOOR+/- 40'-0"

3RD FLOOR+/- 30'-0"

2ND FLOOR+/- 17'-0"

1ST FLOOR+/- 0'-0"

12TH FLOOR+/- 124'-0"

13TH FLOOR+/- 134'-0"

T.O.R.+/- 147'-10"

T.O.P.+/- 151'-2"

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

AT BAND: REMOVE EXISTING STUCCO, FURRING, FRAMING AND TWO WHYTHES OF MASONRY.

2

2

2

1 01/16/2019 FINAL SUBMISSION

WARNING:

FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONS

ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT

UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE

AND IS A CLASS 'A' MISDEMEANOR.

PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,

THE ALTERATION OF THIS MATERIAL IN ANY WAY,

CLIENT:

CONTRACT:

TITLE:

LOCATION:

SHEET TITLE:

DESIGNED BY:

PROJECT

DRAWN BY:

DRAWING NUMBER:

FIELD CHECK:

APPROVED:

SHEET OF

MARK DATE DESCRIPTION

NUMBER:

REPAIR EXTERIOR FACADE

SHIRLEY CHISHOLM STATE OFFICE BLDG.55 HANSON PLACE

BROOKLYN, NY 11217

NEW YORK STATEOFFICE OF GENERAL SERVICES

44798

36x2

4 PL

OT

SHEE

T

CONSULTANT

May

04,

2017

- 10

:41a

m /V

olum

es/F

ile S

erve

r/PRO

JEC

T LI

ST c

urre

nt/1

7157

55

Han

son

Plac

e Ex

terio

r Reh

ab/1

7157

CAD

D/D.

1715

7 C

on D

oc -

Prog

ress

Set

s/Dr

awin

gTem

plat

es/G

-BS3

624.

dwg

- C

CONSTRUCTION

DESIGN & CONSTRUCTION

CTA ARCHITECTS P.C.

EXISTING / REMOVALELEVATION - WEST

A-009

SM

MJ / CT

APPROVED

SM HZ AR

2

2 04/17/2019 ADDENDUM 4

EXISTING/REMOVAL EAST FACING SETBACK ELEVATION Scale: 1/8" = 1'-0"2

10TH FLOOR+/-104'-0"

+/-1

7'-0

"+/

-13'

-0"

+/-1

0'-0

"+/

-11'

-0"

+/-1

0'-0

"+/

-10'

-0"

+/-1

0'-6

"+/

-12'

-6"

+/-1

0'-0

"+/

-10'

-0"

+/-1

0'-0

"+/

-10'

-0"

+/-1

3'-1

0"+/

-3'-4

"

11TH FLOOR+/- 114'-0"

9TH FLOOR+/- 94'-0"

8TH FLOOR+/- 81'-6"

7TH FLOOR+/- 71'-0"

6TH FLOOR+/- 61'-0"

5TH FLOOR+/- 51'-0"

4TH FLOOR+/- 40'-0"

3RD FLOOR+/- 30'-0"

2ND FLOOR+/- 17'-0"

1ST FLOOR+/- 0'-0"

12TH FLOOR+/- 124'-0"

13TH FLOOR+/- 134'-0"

T.O.R.+/- 147'-10"

T.O.P.+/- 151'-2"

REVISEDDRAWING -4/17/2019

Page 6: DESIGN CONSTRUCTION GROUP THE GOVERNOR NELSON A. … 04 C.pdf · 2019. 4. 18. · updated 05/24/2018 printed 04/18/2019 page 1 of 1 project no. 44798-c design & construction group

1 01/16/2019 FINAL SUBMISSION

WARNING:

FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONS

ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT

UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE

AND IS A CLASS 'A' MISDEMEANOR.

PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,

THE ALTERATION OF THIS MATERIAL IN ANY WAY,

CLIENT:

CONTRACT:

TITLE:

LOCATION:

SHEET TITLE:

DESIGNED BY:

PROJECT

DRAWN BY:

DRAWING NUMBER:

FIELD CHECK:

APPROVED:

SHEET OF

MARK DATE DESCRIPTION

NUMBER:

REPAIR EXTERIOR FACADE

SHIRLEY CHISHOLM STATE OFFICE BLDG.55 HANSON PLACE

BROOKLYN, NY 11217

NEW YORK STATEOFFICE OF GENERAL SERVICES

44798

36x2

4 PL

OT

SHEE

T

CONSULTANT

May

04,

2017

- 10

:41a

m /V

olum

es/F

ile S

erve

r/PRO

JEC

T LI

ST c

urre

nt/1

7157

55

Han

son

Plac

e Ex

terio

r Reh

ab/1

7157

CAD

D/D.

1715

7 C

on D

oc -

Prog

ress

Set

s/Dr

awin

gTem

plat

es/G

-BS3

624.

dwg

- C

CONSTRUCTION

DESIGN & CONSTRUCTION

CTA ARCHITECTS P.C.

EXISTING / REMOVALBULKHEAD ELEVATIONS

A-011

NP

NP

MJ CT

2 04/17/2019 ADDENDUM 4

16'-5" +/-11'-5" +/-

8'-6

" +/

-

11'-5" +/-

17'-10" +/-

1'-1

0" +

/-

3'-6

" +/

-

13'-7" +/- 3'-1" +/- 1'-6" +/-

8'-6

" +/

-

EXIST. ROOF

EXIST. ROOF

WEST ELEVATION STAIRWAY AScale: 1/8" = 1'-0"1 SOUTH ELEVATION STAIRWAY A

Scale: 1/8" = 1'-0"2 EAST ELEVATION STAIRWAY AScale: 1/8" = 1'-0"3

SHEET NOTES:

1. DISCONNECT AND TEMPORARILY REMOVE AND STORE ELECTRICAL CONDUIT, WIRES / CABLES, ANTENNAS TO COMPLETE WORK.

2. TEMPORARILY REMOVE AND STORE BULKHEAD DOORS, FRAMES AND HARDWARE TO COMPLETE WORK.

EXISTING COUNTER FLASHING TO BE REMOVED, (TYP).

EXISTING METALSCUPPER, SPLASH

PAD AND 2 SQUAREFEET MASONRY TO BE

REMOVED, (TYP).

NORTH ELEVATION STAIRWAY AScale: 1/8" = 1'-0"4

REMOVE EXISTINGLIGHT FIXTURE.

REMOVE EXISTINGRECEPTACLE

CONDUIT.

2

30'-7" +/-

18'-5

" +/

-

15'-11" +/-10

'-1"

+/-

8'-5

" +/

-15'-11" +/-

30'-7" +/-

18'-5

" +/

-

15'-11" +/-

10'-1

" +/

-8'

-5"

+/-

15'-11" +/-

20'-11" +/-

28'-1

" +/

-

7'-5" +/- 17'-6" +/- 10'-2" +/- 9" +/- 9'-6" +/- 12'-10" +/-

51'-6" +/-

12'-1

1" +

/-

16'-8

" +/-

9'-8

" +/

-

20'-3

" +/

-

1'-0

" +/-

7'-1

0" +

/-

9" +/- 20'-11" +/- 2'-3" +/-

37'-2" +/- 12'-11" +/-12'-11" +/-

10'-1

0" +

/-

8'-8

" +/

-

37'-2" +/-12'-11" +/- 12'-11" +/-

10'-1

0" +

/-

8'-8

" +/

-

31'-4" +/-

31'-4" +/-

16'-0" +/-8'-0" +/- 8'-0" +/-

8" +/-

16'-0" +/- 8'-0" +/-8'-0" +/-

8" +/-

8'-7

" +/

-

7'-3" +/-

8'-7

" +/

-

7'-3" +/-

9'-2

" +/

-

7" +

/-

28'-5" +/-

2'-8

" +/

-

2'-8

" +/

-

2'-8

" +/-

2'-8

" +/-

2'-8

" +/

-

2'-8

" +/

-

3'-6

" +/-

2'-5

" +/-

20'-1" +/-

9'-2

" +/

-

28'-5" +/-

10'-6" +/- 1'-11" +/-

18'-5

" +/

-

10'-6" +/-

18'-5

" +/

-

17'-6" +/-11'-0" +/-10'-3" +/-4'-6" +/-

6" +/-

4'-1" +/-4'-6" +/-

2'-4

" +/-

5'-0

" +/

-

3'-4

" +/

-

2'-6

" +/

-

2'-4

" +/

-

20'-3

" +/

-7'

-10"

+/-

EXIST. ROOF

EXIST. ROOF

EXIST. ROOF

EXIST. ROOF

EXIST. ROOF

20'-1" +/-

1'-11" +/-

7'-0

" +/

-15'-9

" +/-

7'-6

" +/

-

7'-0

" +/

-

7'-6

" +/

-

NORTH ELVATION SHEDScale: 1/8" = 1'-0"14

WEST ELEVATION SHEDScale: 1/8" = 1'-0"15 SOUTH ELEVATION SHED

Scale: 1/8" = 1'-0"16

SOUTH ELEVATION STAIRWAY B & BH1Scale: 1/8" = 1'-0"5 EAST ELEVATION STAIRWAY B & BH1

Scale: 1/8" = 1'-0"6 NORTH ELEVATION STAIRWAY B & BH1Scale: 1/8" = 1'-0"7

NORTH ELEVATION STAIRWAY C & BH2Scale: 1/8" = 1'-0"9 WEST ELEVATION STAIRWAY C & BH2

Scale: 1/8" = 1'-0"10 SOUTH ELEVATION STAIRWAY C & BH2Scale: 1/8" = 1'-0"11

WEST ELEVATION STAIRWAY D, BH3, BH4, BH5 & BH6Scale: 1/8" = 1'-0"17 SOUTH ELEVATION STAIRWAY D, BH3, BH4, BH5 & BH6

Scale: 1/8" = 1'-0"18 EAST ELEVATION STAIRWAY D, BH3, BH4, BH5 & BH6Scale: 1/8" = 1'-0"19 EAST ELEVATION ELEVATOR BH

Scale: 1/8" = 1'-0"21

SOUTH ELEVATION ELEVATOR BHScale: 1/8" = 1'-0"22 NORTH ELEVATION ELEVATOR BH

Scale: 1/8" = 1'-0"23 WEST ELEVATION ELEVATOR BHScale: 1/8" = 1'-0"24

REMOVE CLADDING &FRAME OPENINGFOR FABRICATED

DOOR

REMOVE & CLOSE UP DOOR OPENING WITH METAL CLADDING SYSTEM

REMOVE EXISTING CLADDING AT SHED

REMOVE EXIST. WALL OPENING

REMOVE EXIST. LADDERS

REMOVE EXIST. STAIRS

EXISTINGGUTTER ANDDOWNSPOUT

TO REMAIN

REMOVE 30SF+/- OF EXIST. WALL OPENING FOR CONDENSER DUCTWORKRECONFIGURATION PER MECHANICAL DRAWINGS. TEMPORARY SHORING

INSTALLED AS REQUIRED

REMOVE EXISTING LIGHT FIXTURE.

CONDUIT.

EXISTING GUTTER& DOWNSPOUT

TO BE REMOVED,(TYP).

EXISTING METAL SCUPPER, SPLASH PAD AND 2 SQUARE FEET MASONRY TO BE REMOVED.

CONDUIT.

EAST ELEVATION STAIRWAY C & BH2Scale: 1/8" = 1'-0"12

NORTH ELEVATION STAIRWAY D, BH3, BH4, BH5 & BH6Scale: 1/8" = 1'-0"20

EXISTING COUNTER FLASHING TO BE REMOVED AT ELEVATOR BULKHEAD BUT NOT RAISED, (TYP).

EXIST. MTL CLADDING TO REMAIN. TYP.

REMOVE METAL CLADDING AND EXPANSION JOINTS, (TYP).

EXHAUST FANS TO BE REINSTALLED ON RAISEDCURB. REMOVE ROOF MEMBRANE AND

FLASHING AND PREPARE CURB TO BE PRIMED.TEMPORARILY DISCONNECT AND REMOVE

EXHAUST FAN UNITS & REINSTALL TOCOMPLETE FUNCTION PER MECHANICAL

DRAWINGS, (TYP).

EXISTING ELEVATORBULKHEAD DOOR TO

REMAIN

EXISTINGSTAIRTOWER TO

REMAIN

REMOVE EXISTING SKYLIGHT. SEE SKYLIGHT REMOVAL DRAWINGS FOR ADDITIONAL NOTES

REMOVE EXISTING WALL VENTS.

EXISTING METAL SCUPPER,SPLASH PAD AND 2 SQUARE FEET

MASONRY TO BE REMOVED.

EAST ELEVATION SHEDScale: 1/8" = 1'-0"13

WEST ELEVATION STAIRWAY B & BH1Scale: 1/8" = 1'-0"8

0 5 10 15 20 25 FT

BULKHEAD 1TO BE

REMOVED(TYP).

REMOVEEXISTING

DOOR.

BULKHEAD 2 TO BE REMOVED (TYP).

REMOVE EXISTING DOOR.

CONDUIT.

REMOVE EXISTING LIGHT FIXTURE.

REMOVE EXISTING LIGHT FIXTURE.

CONDUIT.

REMOVE EXISTING LIGHT FIXTURE.

CONDUIT.

RECEPTACLE.

REMOVE EXISTING RECEPTACLE.

REMOVE EXISTING RECEPTACLE.

REMOVE EXISTING LIGHT FIXTURE.

CONDUIT.

REMOVE ALL EXISTING PRECAST, CAMELBACK AND METAL COPINGS/GRAVEL STOPS.

REMOVE FAILING COATING AND PREPARE EXISTING STUCCO FOR COATING

REMOVE EXISTING WINDOW, PERIMETER SEALANT, AND EXISTING WINDOW ANCHORAGE.

REMOVE EXISTING DOOR SILL AND ASSOCIATED FLASHING.

REMOVE MASONRY AND STUCCO AT EXISTING CRACKS

CUT AND PREPARE SPALL IN EXISTING CAST STONE.

ROUT OUT CRACKS AND MORTAR EXISTING CAST STONE AND MASONRY

REMOVE EXISTING DOOR HEAD WALL CONFIGURATION, LINTEL/SPANDREL AND ASSOCIATED FLASHING.

REMOVE EXISTING MORTAR JOINTS IN BRICK AND TERRA COTTA.

REMOVE EXISTING FACE MASONRY.

REMOVE FULL WIDTH OF PARAPET

REMOVE EXISTING LIGHTREMOVE EXISTING METAL CLADDING.

AT BULKHEADS REMOVE EXISTING PARAPET INCLUDING UP TO TWO WYTHES OF MASONRY NINE COURSES ABOVE ROOF SLAB.

LEGEND:

2

REVISED DRAWING - 4/17/2019

Page 7: DESIGN CONSTRUCTION GROUP THE GOVERNOR NELSON A. … 04 C.pdf · 2019. 4. 18. · updated 05/24/2018 printed 04/18/2019 page 1 of 1 project no. 44798-c design & construction group

1 01/16/2019 FINAL SUBMISSION

WARNING:

FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONS

ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT

UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE

AND IS A CLASS 'A' MISDEMEANOR.

PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,

THE ALTERATION OF THIS MATERIAL IN ANY WAY,

CLIENT:

CONTRACT:

TITLE:

LOCATION:

SHEET TITLE:

DESIGNED BY:

PROJECT

DRAWN BY:

DRAWING NUMBER:

FIELD CHECK:

APPROVED:

SHEET OF

MARK DATE DESCRIPTION

NUMBER:

REPAIR EXTERIOR FACADE

SHIRLEY CHISHOLM STATE OFFICE BLDG.55 HANSON PLACE

BROOKLYN, NY 11217

NEW YORK STATEOFFICE OF GENERAL SERVICES

44798

36x2

4 PL

OT

SHEE

T

CONSULTANT

May

04,

2017

- 10

:41a

m /V

olum

es/F

ile S

erve

r/PRO

JEC

T LI

ST c

urre

nt/1

7157

55

Han

son

Plac

e Ex

terio

r Reh

ab/1

7157

CAD

D/D.

1715

7 C

on D

oc -

Prog

ress

Set

s/Dr

awin

gTem

plat

es/G

-BS3

624.

dwg

- C

CONSTRUCTION

DESIGN & CONSTRUCTION

CTA ARCHITECTS P.C.

BULKHEAD ELEVATIONS

A-206

NP

NP

MJ CT

2 04/17/2019 ADDENDUM 4

8" +

/-

8" +

/-

8" +

/-

16'-5" +/-11'-5" +/- 11'-5" +/-

9'-1

" +/

-

20'-11" +/-

26'-7

" +/-

7'-5" +/- 17'-6" +/- 10'-2" +/- 9" +/- 9'-6" +/- 12'-10" +/-

51'-6" +/-

11'-4

" +/

-

15'-2

" +/-

8'-2

" +/

-

18'-9

" +/

-

1'-0

" +/

-7'-1

0" +

/-

9" +/- 20'-11" +/- 2'-3" +/-

37'-2" +/- 31'-4" +/-31'-4" +/-

7'-1

" +/

-

7'-3" +/-

7'-1

" +/-

7'-3" +/-

7'-8

" +/

-

7" +

/-

28'-5" +/-

17'-10" +/-

VARIES PER ROOF HEIGHT

VARIES PER ROOF HEIGHT

6'-1

0" +

/-

8" +

/-

8" +

/- 8

" +/-

VARIES PER ROOF HEIGHT

8" +

/-

VARIES PERROOF

HEIGHT

VARIES PER ROOF HEIGHT

VARIES PERROOF

HEIGHT

8" +

/- 8" +

/-

8" +

/-

VARIES PER ROOF HEIGHT

VARIES PER ROOF HEIGHT

VARIES PER ROOF HEIGHT

13'-7" +/- 3'-1" +/- 1'-6" +/-

11'-6" +/-

VARIES PER ROOF HEIGHT

28'-5" +/-

17'-6" +/-11'-0" +/-10'-3" +/-4'-6" +/-

6" +/-

4'-1" +/-4'-6" +/-

2'-4

" +/

-

5'-8

" +/-

3'-4

" +/

-

2'-6

" +/

-

2'-4

" +/-

VARIES PER ROOF HEIGHT

37'-2" +/- 12'-11" +/-12'-11" +/-

10'-3

" +/-

8'-1

" +/-

EXIST. ROOF

RAISED ROOF

EXIST. ROOFRAISED ROOF

EXIST. ROOFRAISED ROOF

EXIST. ROOFRAISED ROOF

EXIST. ROOFRAISED ROOF

EXIST. ROOFRAISED ROOF

EXIST. ROOFRAISED ROOF

E.J. E.J.

10'-7

" +/-

11'-6" +/-

8" +

/-

11'-6" +/-

8" +

/-

11'-6" +/-

VARIES PERROOF

HEIGHT

WEST ELEVATION STAIRWAY AScale: 1/8" = 1'-0"1 SOUTH ELEVATION STAIRWAY A

Scale: 1/8" = 1'-0"2 EAST ELEVATION STAIRWAY AScale: 1/8" = 1'-0"3

NORTH ELEVATION SHEDScale: 1/8" = 1'-0"14

WEST ELEVATION SHEDScale: 1/8" = 1'-0"15 SOUTH ELEVATION SHED

Scale: 1/8" = 1'-0"16

SOUTH ELEVATION STAIRWAY BScale: 1/8" = 1'-0"5

EAST ELEVATION @ STAIRWAY BScale: 1/8" = 1'-0"6 NORTH ELEVATION STAIRWAY B

Scale: 1/8" = 1'-0"7

NORTH ELEVATION STAIRWAY CScale: 1/8" = 1'-0"9 WEST ELEVATION STAIRWAY C

Scale: 1/8" = 1'-0"10 SOUTH ELEVATION STAIRWAY CScale: 1/8" = 1'-0"11

WEST ELEVATION STAIRWAY D, BH3, BH4, BH5 & BH6Scale: 1/8" = 1'-0"17 SOUTH ELEVATION STAIRWAY D, BH3, BH4, BH5 & BH6

Scale: 1/8" = 1'-0"18 EAST ELEVATION STAIRWAY D, BH3, BH4, BH5 & BH6Scale: 1/8" = 1'-0"19

EAST ELEVATION ELEVATOR BHScale: 1/8" = 1'-0"24SOUTH ELEVATION ELEVATOR BH

Scale: 1/8" = 1'-0"21 NORTH ELEVATION ELEVATOR BHScale: 1/8" = 1'-0"22 WEST ELEVATION ELEVATOR BH

Scale: 1/8" = 1'-0"23

SHEET NOTES:

1. REINSTALL SALVAGED BULKHEAD DOORS, FRAMES AND HARDWARE, ON RAISED SILLS PER RAISED ROOF HEIGHT. INSTALL DOOR AT SHED PER MANUFACTURER'S REQUIREMENTS. DOOR AT ELEVATOR BULKHEAD TO REMAIN. DOORS AT BULKHEADS TO BE PREPARED, PRIMED, AND PAINTED.

2. PROVIDE METAL SCUPPERS , GUTTERS, DOWNSPOUTS AND SPLASH PADS.

3. REATTACH WIRES/CABLES TO CLADDING ON BULKHEADS AS PER ELECTRICAL DRAWINGS , MIN. 18" ABOVE ROOF TRAFFIC SURFACE.

4. PROVIDE ACCESS LADDER SHOP DRAWINGS. TYP.

5. PROVIDE NYS CODE COMPLIANT TOP MOUNTED GALVANIZED STEEL HANDRAIL (+/- 475' LINEAR FEET TOTAL), RAILINGS, PICKETS, AND ANCHOR PLATE 42 INCHES MIN. ABOVE ROOF TRAFFIC SURFACE. PER SHOP DRAWINGS.

6. PATCH OPENINGS AT REMOVED ELECTRICAL DEVICES AND CONDUITS AT BULKHEAD WALLS.

PROVIDE RELOCATED DOOR/FRAME

MODIFY AND REINSTALL MTL CLADDING @ SHED.

PROVIDE METAL LADDERS

PROVIDE EXTENDED METALSTAIRS AND RAILING

PROVIDE GUTTER, DOWNSPOUTAND SPLASHPAD

PROVIDE GUTTER, DOWNSPOUT AND SPLASHPAD

EXIST. MTL CLADDING TO REMAIN @ BH3

EXIST. MTLCLADDING TO

REMAIN @ BH3

INSTALL RAISED COUNTER FLASHING TO ALLOW 8” FROM FINISHED ROOF TO TOP OF COUNTER FLASHING

INSTALL RAISEDCOUNTER FLASHING TO

ALLOW 8” FROMFINISHED ROOF TO TOPOF COUNTER FLASHING

LIGHT FIXTURES, CONDUIT AND JUNCTION BOXES.

LIGHT FIXTURE.

LIGHT FIXTURE AND CONDUIT.

JUNCTION BOXES.

RAISED METAL SCUPPER,SPLASH PAD AND 2 SQUARE

FEET MASONRY.

RAISED METALSCUPPER,

SPLASH PADAND 2 SQUARE

FEETMASONRY.

PROVIDE RAIL AT42” MIN. ABOVE

FINISHED FLOOR.REFER TO SHEET

A-518.

INSTALL RAISED COUNTER FLASHING TO ALLOW 8” FROM FINISHED ROOF TO TOP OF COUNTER FLASHING

LIGHT FIXTURES, CONDUIT AND JUNCTION BOXES.

PROVIDE RAIL AT 42” MIN. ABOVE FINISHED FLOOR. REFER TO SHEET A-518.

PROVIDE RAILAT 42” MIN.

ABOVEFINISHED

ROOF. REFERTO SHEET

A-518.

INSTALL RAISED COUNTERFLASHING TO ALLOW 8”

FROM FINISHED ROOF TOTOP OF COUNTER

FLASHING

LIGHT FIXTURES,CONDUIT AND

JUNCTION BOXES.

INSTALL RAISEDCOUNTER

FLASHING TOALLOW 8” FROM

FINISHED ROOF TOTOP OF COUNTER

FLASHING

PROVIDE RAIL AT 42” MIN. ABOVE FINISHED FLOOR. REFER TO SHEET A-518.

PROVIDE GUTTER, DOWNSPOUT AND SPLASHPAD

RAISE PARAPET AT STAIRWAY C

RAISEPARAPET ATSTAIRWAY B

RAISE PARAPET AT BH6

RAISE PARAPET AT BH 4 & 5 PRIORTO METAL CLADDING OVERLAY

TYP

TYP

INSTALL RAISED COUNTER FLASHING TO ALLOW 8” FROM FINISHED ROOF TO TOP OF COUNTER FLASHING

PROVIDE RAIL AT 42” MIN. ABOVE FINISHED ROOF. REFER TO SHEET A-518.

PROVIDE METAL LADDERS

RAISE PARAPET AT BH 6 PRIOR TO METAL CLADDING OVERLAY

RAISE PARAPET AT BH 4 & 5 PRIOR TO METAL CLADDING OVERLAY OR STUCCO INSTALLATION.

PROVIDE RAIL AT 42”MIN. ABOVE FINISHED

FLOOR. REFER TOSHEET A-518.

RAISED METAL SCUPPER,SPLASH PAD AND 2

SQUARE FEET MASONRY.

PROVIDE COUNTER FLASHING TO ALLOW 8” FROM FINISHED ROOF TO TOP OF COUNTER FLASHING. DO NOT RAISE

PROVIDE COUNTER FLASHING TO ALLOW 8” FROM FINISHED ROOF TO TOP OF COUNTER FLASHING. DO NOT RAISE

EAST ELEVATION SHEDScale: 1/8" = 1'-0"13

WEST ELEVATION STAIRWAY BScale: 1/8" = 1'-0"8

NORTH ELEVATION STAIRWAY D, BH3, BH4, BH5 & BH6Scale: 1/8" = 1'-0"20

NORTH ELEVATION STAIRWAY AScale: 1/8" = 1'-0"4

PROVIDE RAIL AT 42” MIN.ABOVE FINISHED FLOOR.REFER TO SHEET A-518.

NO METAL CLADDINGOVERLAY OR STUCCO.

PROVIDE RAIL AT 42” MIN. ABOVE FINISHED FLOOR. REFER TO SHEET A-518.

RAISE PARAPET AT STAIRWAY C. NO METAL CLADDING

RAISE PARAPET AT STAIRWAY B.NO METAL CLADDING

PROVIDE RAIL AT 42” MIN. ABOVE FINISHED FLOOR. REFER TO SHEET A-518.

MODIFY AND REINSTALL MTL CLADDING @ SHED.

PROVIDE RAIL AT 42” MIN. ABOVE FINISHED FLOOR. REFER TO SHEET A-518.

PROVIDE RAIL AT 42”MIN. ABOVE FINISHED

FLOOR. REFER TOSHEET A-518.

RAISE PARAPET AT BH 4 & 5. NO METAL CLADDING OR STUCCO.

RAISE PARAPET AT BH 6. NO METAL CLADDING OR STUCCO.

NO METALCLADDING

OVERLAYOR STUCCO

RAISE PARAPETPRIOR TO METAL

CLADDING OVERLAY

RAISE PARAPET PRIOR TO METAL CLADDING OVERLAY

RAISE PARAPETPRIOR TO METAL

CLADDINGOVERLAY

RAISE PARAPET PRIOR TO METAL CLADDING OVERLAY

PROVIDE RESIN ROOF SYSTEM PER ROOF PLANS

PROVIDEROOF SYSTEM

PER ROOFPLANS

PROVIDE METAL CLADDING AND EXPANSION JOINTS

EXISTING ELEVATOR BULKHEADDOOR TO REMAIN PROVIDE RESIN ROOF

SYSTEM PER ROOF PLANS

REFER TO ELECTRICAL AND MECHANICALDRAWINGS FOR ADDITIONAL INFORMATION.

TYP.

EXISTING BH3STAIRTOWER TO

REMAIN

EXISTING BH3 DOOR TO NOT BE REMOVED OR RAISED

METAL CLADDING OVERLAY

TYP

TYPTYP

TYP

TYP

TYP

RAISE PARAPET AT STAIR D. NO METAL CLADDING

0 5 10 15 20 25 FT

PROVIDE PARAPET WITH COUNTER FLASHING

BULKHEAD ROOF BEYOND

SEE SKYLIGHT DRAWINGS FOR ADDITIONAL NOTES

PROVIDE RAISED STRUCTURALWALL FOR SKYLIGHT ATTACHMENT

PER SKYLIGHT AND STRUCTURALDRAWINGS

SEE SKYLIGHT DRAWINGS FOR ADDITIONAL NOTES

RELOCATE EXISTING WALLVENTS TO ROOF PER

SKYLIGHT AND MECHNICALDRAWINGS

RELOCATE EXISTING WALL VENTS TO ROOF PER SKYLIGHT AND MECHNICAL DRAWINGS

SEE SKYLIGHT DRAWINGS FOR ADDITIONAL NOTES

TYP.

PROVIDE COUNTER FLASHING TO ALLOW 8” FROM FINISHED ROOF TO TOP OF COUNTER FLASHING. DO NOT RAISE

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

RAISE PARAPET. NOMETAL CLADDING

OVERLAY OR STUCCOPROVIDE RAIL AT 42”

MIN. ABOVE FINISHEDFLOOR. REFER TO

SHEET A-518.

EAST ELEVATION STAIRWAY CScale: 1/8" = 1'-0"12

INSTALL RAISED COUNTER FLASHING TO ALLOW 8” FROM FINISHED ROOF TO TOP OF COUNTER FLASHING

1

A-511

3

A-516

4

A-507

1/2

A-540

1

A-505

2

A-507

2

A-513SIM

4

A-507

2

A-515

1

A-513

1

A-519

1

A-510

3

A-515

1

A-514

1

A-504

2

A-503

3

A-510

3

A-508

3

A-509

4

A-509

1

A-509

3

A-507

1

A-503

1

A-505

1/2

A-540

4

A-508

1

A-511

4

A-507

1

A-515

2

A-513

1/2

A-516

2

A-503

2

A-511 SIM

1/2

A-540

1

A-541

1

A-511

2

A-513

1

A-515

1

A-511

1

A-506

3

A-507

5

A-515

1

A-511SIM

1

A-507

4

A-515 TYP

4

A-515

2

A-513

1

A-515

1

A-511

4

A-515 TYP

1

A-511

TYP

4

A-507

2

A-503

1/2

A-516

3

A-516

2

A-511

SIM

2

A-503

5

A-515

TYP

5

A-515

TYP

4

A-508

3

A-508

2

A-515

1

A-513

3

A-516

1/2

A-516

1

A-508

2

A-517

2

A-511

4

A-515

4

A-5083

A-507

1

A-517

1

A-509

3

A-510

1

A-509

2

A-509

3

A-510

D1

1/2

A-516

D2

1/2

A-516

3

A-516

D2

D2

D3

10

1

A-541

1

A-541

2

A-503

1

A-510

1

A-510

1/2

A-540

1

A-541

2

A-512

2

A-513

3

A-507

LIGHT FIXTURE AND CONDUIT.

SEAL FIVE (5) PENETRATIONS THROUGH CLADDING AT EXISTING MECH. PIPES AND DUCTS. REFER TO MECH. DRAWINGS.

CONDUIT.

LIGHT FIXTURES, CONDUIT AND JUNCTION BOXES.

LIGHT FIXTURES,CONDUIT AND

JUNCTION BOXES.

PROVIDE STUCCO OVER EXISTING AND RAISED MASONRY PARAPET. TYP.

PROVIDE STUCCO OVER EXISTING AND RAISED MASONRY PARAPET. TYP.

PROVIDE RAIL AT42” MIN. ABOVE

FINISHED FLOOR.REFER TO SHEET

A-518.

PROVIDE SCUPPER,DOWNSPOUT AND

SPLASHPAD.

PROVIDE RAILING. REFER TO DETAIL 2 ON SHEET A-504.

PROVIDE RAILING. REFER TO DETAIL 2 ON SHEET A-504.

PROVIDE RAILING. REFER TO DETAIL 2 ON SHEET A-504.

PROVIDE RAILING. REFER TO DETAIL2 ON SHEET A-504.

PROVIDE RAILING.

PROVIDE RAILING. REFER TO DETAIL 2 ON SHEET A-504.

PROVIDE RAILING.REFER TO DETAIL 2 ON

SHEET A-504.

PROVIDE STUCCO.

REPAIR STUCCO AT CHINMEY.

MODIFY AND REINSTALL MTL CLADDING @ SHED.

2

2

2

PROVIDE PRECAST COPING STONES WITH INTEGRAL DRIPS AT INBOARD AND OUTBOARD SET IN FULL MORTAR BED OVER SAWTOOTH FLASHING WITH RECEIVER AND EXTENSION AT INBOARD. SEAL ALL JOINTS.

PROVIDE METAL CLADDING OVER EXISTING STUCCO/MASONRY. UNLESS OTHERWISE NOTED. REPAIR DETERIORATED/FAILING MASONRY AND STUCCO PRIOR TO METAL CLADDING INSTALLATION.

PROVIDE DOOR SILL, BLOCKING AND ASSOCIATED FLASHING PER FINISHED ROOF HEIGHT. REFER TO DETAILS.

PROVIDE FACE MASONRY AND REPOINTING PRIOR TO METAL CLADDING OVERLAY, UNLESS OTHER WISE SPECIFIED

POINT CAST STONE JOINTS PRIOR TO METAL CLADDING OVERLAY

RAISED ROOF HEIGHT VARIES. R-30CI AVERAGE

PROVIDE LINTEL/SPANDREL AND ASSOCIATED FLASHING PER DOOR. ARCHITECT SHALL BE NOTIFIED OF HEIGHT LIMITATIONS. REFER TO DETAILS.

PROVIDE METAL COPINGS. REFER TO DETAILS. STUCCO DUTCHMAN PRIOR TO METAL CLADDING OVERLAY. REFER TO DETAILS.

PROVIDE BUILT-IN TWO PART STEPPED METAL COUNTER FLASHING. RAISE TO ACCOMMODATE PROVIDED ROOFING HEIGHT. RAISE LOW COPINGS WHERE INDICATED. REFER TO DETAILS.

PROVIDE GRAVEL STOPS WITH CONTINUOUS CLEAT AND TREATED WOOD BLOCKING

POINT MASONRY AND TERRA COTTA.PROVIDE COATING AT EXISTING STUCCO.

REPLACE FULL WIDTH OF PARAPET

PROVIDE CORNICE ABOVE REBUILT PARAPET PER CORNICE DETAILS. SEAL ALL JOINTS.

PROVIDE CONDUIT AND JUNCTION BOX BEHIND CLADDING. PROVIDE LIGHT FIXTURE THROUGH CLADDING AND SEAL PERIMETER. REFER TO ELEC. DRAWINGS.

EXPANSION JOINT.E.J.

LEGEND:

REVISED DRAWING - 4/17/2019