exhibit 2 drawings - nysif

TRIMBLE PLACE

DU

AN

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CHURCH STREET

THO

MA

S S

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COVER SHEET

REHABILITATE FACADE

STATE INSURANCE FUND HEADQUARTERS199 CHURCH STREET, NEW YORK, NY 10007O.G.S. PROJECT NO. 45143-C

1 16

BUILDING SITE PLANSUPERSTRUCTURE PLANWEST PART ELEVATION: BOTTOM (GROUND TO 11TH FLOOR)WEST PART ELEVATION: TOP (11TH FLOOR TO ROOF)NORTH PART ELEVATIONS: BOTTOM AND TOP

SOUTH PART ELEVATIONS: BOTTOM AND TOPREMOVAL AND REPAIR DETAILS

NEW YORK STATEINSURANCE FUND

EAST PART ELEVATION: BOTTOM (GROUND TO 11TH FLOOR)EAST PART ELEVATION: TOP (11TH FLOOR TO ROOF)

: AREA OF WORK

ELEVATION LEVEL

REVISION NUMBER

WORK AREA

DESIGNATION FOR BUILDSECTIONS/ELEVATIONS.

DRAWING # WHERESECTION/ELEVATIONAPPEARS.

NOTE:1. GRAPHIC SYMBOLS INDICATED IN LEGEND MAY NOT BE APPLICABLE TO THIS PROJECT.

S000

THRESHOLDSCALE: 3/4" = 1'-0"

000S00

# OF DETAIL LETTER IFELEVATION

DRAWING #

1

DRAWING # WHERESECTION/PLAN DETAILAPPEARS.

S0

REMOVAL AND REPAIR DETAILS AT NORTHEAST AND SOUTHEAST CORNERSREMOVAL AND REPAIR DETAILS FOR NORTHWEST AND SOUTHWEST CORNERSREMOVAL AND REPAIR DETAILS FOR WEST FACADE

PROJECTNORTH

DRAWING # WHEREELEVATION DETAILAPPEARS.

S0

S0

DRAWING # WHERESECTION/PLAN DETAILAPPEARS.

REMOVAL AND REPAIR DETAILS FOR SUPERSTRUCTUREREMOVAL AND REPAIR DETAILS FOR SOUTH FACADE AT 9TH FLOOR

REMOVAL AND REPAIR DETAILS FOR SUPERSTRUCTURE

TRIMBLE PLACE

DU

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E S

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CHURCH STREET

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S S

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PROVIDE SIDEWALK SHED. REFERTO GENERAL SIDEWALK SHEDREQUIREMENTS.

CONTRACT LIMIT LINE

GENERAL SIDEWALK SHED REQUIREMENTS:

1. DESIGN AND INSTALL SIDEWALK SHEDS IN CONFORMANCE WITHTHE REQUIREMENTS OF CHAPTER 33 OF THE 2014 NEW YORKCITY BUILDING CODE.

2. PROVIDE SIDEWALK SHEDS INSTALLED WITH CLEARANCES THATDO NOT EXCEED 1 INCH ALONG THE FACE OF THE BUILDING,AND 18 INCHES ALONG THE CURB.

3. PROVIDE SIDEWALK SHED DESIGN BY A REGISTERED DESIGNPROFESSIONAL.

4. DESIGN SIDEWALK SHEDS AS “HEAVY DUTY” PER THE CODE TOCARRY A MINIMUM LIVE LOAD OF 300 POUNDS PER SQUAREFOOT. IN AREAS WHERE MATERIALS WILL BE STORED, DESIGNTHE SHED IN ACCORDANCE WITH SECTION 3307.6.4.2.2.

5. PROVIDE VERTICAL MEMBERS AND BEAMS, DECK, PARAPET,LIGHTING, AND OTHER REQUIREMENTS IN CONFORMANCE WITHSECTION 3307.6.4 OF THE 2014 NEW YORK CITY BUILDING CODE.DO NOT ANCHOR THE SIDEWALK SHED TO THE BUILDINGWITHOUT PRIOR WRITTEN APPROVAL FROM THE BUILDINGOWNER AND THE OFFICE OF GENERAL SERVICES.

6. PROVIDE STAGING AREA FOR TOOLS AND MATERIALS ONSIDEWALK SHED. CLEARLY INDICATE STORAGE AREA LOCATIONSAND ITEMS TO BE STORED ON THE SIDEWALK SHED DESIGNDRAWINGS. PROVIDE STAGING PLAN ANTICIPATED TOOL,MATERIAL, AND STAGING LOADS FOR COORDINATION WITHSIDEWALK SHED DESIGNER. COMPLY WITH THE SIDEWALK SHEDDESIGN LOAD REQUIREMENTS OF NYCBC SECTION 3307.6.4.2.2.

7. COORDINATE CONSTRUCTION OF SIDEWALK SHED WITHREMOVAL OF EXISTING SIDEWALK SHED SUCH THAT NO AREAPROTECTED BY THE EXISTING SHED IS LEFT UNPROTECTEDFOLLOWING ITS REMOVAL.

REHABILITATE FACADE

199 CHURCH STREETNEW YORK, NY 10007

NEW YORK STATEINSURANCE FUND

45143-C

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DESIGN & CONSTRUCTION

11/22/2017 FINAL SUBMISSION

CONSTRUCTION

BUILDING SITE PLAN

S-0012 16

DFR/WC

IM

199 CHURCH STREET

INSURANCE FUND BUILDING - SITE PLANSCALE: 3/32"" = 1'-0"

PROJECTNORTH

N(TRUE NORTH)

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

SUPERSTRUCTURE ROOF PLAN

LONG NORTH-SOUTH EDGE TO BEREPAIRED IN TWO EQUAL LENGTH SECTION

LONG NORTH-SOUTH EDGE TO BEREPAIRED IN TWO EQUAL LENGTH SECTION

CONCRETE ENCASED STEEL BEAMSAND COLUMNS TO BE REPAIRED (TYP.)

STEEL TRUSSES TO BE REPAIRED (TYP.)

SE

GM

EN

T 1

SE

GM

EN

T 4

SEGMENT 2 SEGMENT 3

SEGMENT 6 SEGMENT 5

SEQUENCE OF WORK FOR STEEL TRUSSES:

1. REMOVE PAINT FROM ACCESSIBLE AREAS (DEFINED ON 3/S-306) OFEXISTING STEEL TRUSSES.

2. PREPARE ACCESSIBLE AREAS OF EXISTING STEEL TRUSSES INACCORDANCE WITH PROJECT MANUAL, SPECIFICATION SECTION 099101.

3. INSTALL TRUSS CONNECTION REINFORCEMENT PER 2/S-306 AND 9/S-306.4. INSTALL TRUSS BRACING PER 4/S-306 THROUGH 8/S-306.5. APPLY 3-PART COATING TO ACCESSIBLE AREAS OF STEEL TRUSSES IN

ACCORDANCE WITH PROJECT MANUAL, SPECIFICATION SECTION 099101.

SEQUENCE OF WORK FOR CONCRETE ENCASED STRUCTURAL STEEL:

1. PERFORM SEQUENCE OF WORK DESCRIBED IN STEPS 3-10 BELOW FORSINGLE EDGE OF COOLING TOWER ENCLOSURE. WORKALONG-NORTH-SOUTH EDGES TO BE PERFORMED IN TWO SECTIONS.

2. REPEAT STEP 1 FOR ALL SEGMENTS AT EDGES OF COOLING TOWERENCLOSURE (6 TOTAL).

3. REMOVE AND STORE METAL FACING FROM SUPERSTRUCTURE PER 1/S-305.4. REMOVE EXISTING CONCRETE ENCASEMENT TO EXPOSE STRUCTURAL

STEEL AS SHOWN IN DETAILS 1, 3, AND 7 ON S-305 (APPROX 450 LF).5. REMOVE PAINT FROM EXISTING STRUCTURAL STEEL.6. PREPARE SURFACE OF EXISTING STRUCTURAL STEEL TO RECEIVE PAINT.7. PRIME EXISTING STRUCTURAL STEEL. REFER TO PROJECT MANUAL,

SPECIFICATION SECTION 099101, FOR REMOVAL, SURFACE PREPARATION,AND PAINTING SPECIFICATIONS.

8. PROVIDE COLD FLUID APPLIED WATERPROOFING SYSTEM TO EXISTINGSTEEL COLUMNS AS SHOWN IN 6/S-305 AND 8/S-305.

9. PROVIDE CONCRETE ENCASEMENT AND FASTENERS PER DETAILS 2, 4, AND8 ON S-305. REFER TO PROJECT MANUAL, SPECIFICATION SECTIONS 033000AND 051200.

10.REINSTALL ALUMINUM FACING PER 4/S-305.

ABATE EXISTING ASBESTOSCONTAINING BLACK COATING &

ADHESIVE FROM COLUMNENCASEMENT AND PARAPET (3

LOCATIONS - APPROX. 120 SFTOTAL). SEE 5/S-305 DETAIL FOR

MORE INFORMATIONREFER TOPROJECT MANUAL,

SPECIFICATION SECTION028213.

ABATE EXISTING ASBESTOSCONTAINING METAL PARAPET

CAP JOINT SEALANT AT ALLJOINT LOCATIONS (APPROX 8

SF TOTAL). SEE 7/S-305 DETAILFOR MORE INFORMATION.

REFER TO PROJECT MANUAL,SPECIFICATION SECTION

028213.

61'-1"±

40'-0"±

OUTLINE OFROOF BELOW




4'-6"±

4'-0"±

4'-0"±

4'-6"±

N(PLAN)

NOTES:1. REFER TO SHEETS S-305 AND S-306 FOR SUPERSTRUCTURE REPAIR AND MAINTENANCE DETAILS.2. T# INDICATES TRUSS NUMBER REFERENCED ON SHEET S-306.

T1T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13

T14

T16

T15

T38T37 T36 T35 T34 T33 T32 T31 T30 T29 T28 T27 T26

T25

T17

T18

T19

T20

T21

T22

T23

T24

T47

T48

T46

T45

T44

T43

T42

T41

T40T39

OUTLINE OF FAN ROOMBULKHEAD ROOF BELOW



APPROX. OUTLINE OF EXISTING COOLING TOWERTO BE REPLACED UNDER SEPARATE CONTRACT

REHABILITATE FACADE


STATE INSURANCE FUND

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CONSTRUCTION

SUPERSTRUCTURE PLAN

S-1003 16

DFR/WC

IM

PROJECTNORTH

1ST

EL=+0'-0"±

2ND

EL=+16'-10 1/2"±

3RD

EL=+28'-9"±

4TH

EL=+40'-7 1/2"±

5TH

EL=+52'-6"±

6TH

EL=+64'-4 1/2"±

7TH

EL=+76'-3"±

8TH

EL=+88'-1 1/2"±

9TH

EL=+100'-0"±

10TH

EL=+111'-10 1/2"±

11TH

EL=+123'-9"±

WEST PART ELEVATION: BOTTOM (GROUND TO 11TH FLOOR)

MATCH LINE(REFER TO S-201)

WEST KEY ELEVATION

REHABILITATE FACADE



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CONSTRUCTION

WEST PART ELEVATION:BOTTOM

(GROUND TO 11TH FLOOR)

S-2004 16

DFR/WC

IM

1 2 3 4 5 6 7 8 9 10F F

1F

10F

(CHURCH ST. ELEVATION)

MATCH LINE (SEE S-200)

(SEE S-201)

PROVIDE CONTINUOUS 1/2" WIDEVERTICAL JOINT WITH BACKERROD AND SEALANT - TYPE 1 (TYP.)

REPAIR KEY

A. REPOINT 10% OF CLAY BRICK MASONRY MORTAR JOINTS FOCUSING ON AREAS OF LOOSE OR DETERIORATED EXISTING MORTAR. PROVIDE TYPE N MORTAR (REFER TO PROJECTMANUAL, SPECIFICATION SECTION 040513). APPROX. 1750 SF FOR ENTIRE WEST FACADE. REFER TO 5/S-300.

B. REPLACE APPROX. 250 CLAY BRICK MASONRY UNITS FOR ENTIRE WEST FACADE FOCUSING ON CRACKED UNITS. PROVIDE CLAY BRICK MASONRY UNITS TO MATCH SIZE ANDCOLOR OF EXISTING UNITS. EXISTING UNITS ARE 2.25x3.75x8 INCHES. REFER TO PROJECT MANUAL, SPECIFICATION SECTION 040121. NOTE: PLAN TO REPLACE THREE TIMES (3X)THE PREVIOUSLY NOTED NUMBER OF DAMAGED UNITS. IT IS EXPECTED THAT ADJACENT AND SURROUNDING UNITS WILL REQUIRE REPLACEMENT TO FACILITATE REPLACEMENTOF DAMAGED UNITS. REFER TO 1/S-300.

C. REMOVE EXISTING SEALANT AND PROVIDE REPLACEMENT SEALANT - TYPE 1 AT ALL WINDOWS ABOVE ELEVATION 16'-10 1/2" (APPROX. 16,500 LF FOR ENTIRE WEST FACADE). REFERTO 12/S-300 AND 13/S-300.

D. ABATE EXISTING PCB CONTAINING GRAY CAULK AROUND STOREFRONT WINDOW FRAMES (APPROX. 250 LF FOR ENTIRE WEST FACADE) PER PROJECT MANUAL, SPECIFICATIONSECTION 028433. REPLACE WITH SEALANT - TYPE 1 (REFER TO PROJECT MANUAL, SPECIFICATION SECTION 079200).

E. REPAIR EXISTING GRANITE PANEL (2ND FROM BOTTOM) ON NORTH FACE OF COLUMN PER 9/S-300 (APPROX 1SF).

F. REPAIR STEP CRACKS PER 3/S-300 AND 4/S-300 (APPROX. 150 LF FOR ENTIRE WEST FACADE).

G. MOCK-UP: REPLACE 8 BRICK MASONRY UNITS IN ACCORDANCE WITH REPAIR KEY NOTE B FOR APPROVAL BY DIRECTOR'S REPRESENTATIVE PRIOR TO COMPLETION OF FACADEWORK .


PROVIDE CONTINUOUS 1/2" WIDEVERTICAL JOINT WITH BACKER

ROD AND SEALANT - TYPE 1 (TYP.)

A B

E

D D DDD

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

C

A B

C

F F

F F

F F

F F

F F

F F

F F

6

6

6

6

6

6

19'-5 1/4"± 19'-1"± 19'-1"± 19'-1"± 19'-1"± 19'-1"± 19'-1"± 19'-1"± 19'-5 1/4"± 1'-2"±1'-2"±

G

WEST PART ELEVATION: TOP (11TH FLOOR TO ROOF)


WEST KEY ELEVATION

REHABILITATE FACADE



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CONSTRUCTION

WEST PART ELEVATION:TOP

(11TH FLOOR TO ROOF)

S-2015 16

DFR/WC

IM

MATCH LINE (SEE S-201)

(SEE S-200)

11TH

EL=+123'-9"±

12TH

EL=+135'-7 1/2"±

13TH

EL=+147'-6"±

14TH

EL=+159'-4 1/2"±

15TH

EL=+171'-3"±

ROOF

EL=+185'-0"±

1 2 3 4 5 6 7 8 9 10F F

1F

10F

(CHURCH ST. ELEVATION)A B A B

REPAIR KEY

A. REPOINT 10% OF CLAY BRICK MASONRY MORTAR JOINTS FOCUSING ON AREAS OF LOOSE OR DETERIORATED EXISTING MORTAR. PROVIDE TYPE N MORTAR (REFER TO PROJECTMANUAL, SPECIFICATION SECTION 040513). APPROX. 1750 SF FOR ENTIRE WEST FACADE. REFER TO 5/S-300.

B. REPLACE APPROX. 250 CLAY BRICK MASONRY UNITS FOR ENTIRE WEST FACADE FOCUSING ON CRACKED UNITS. PROVIDE CLAY BRICK MASONRY UNITS TO MATCH SIZE ANDCOLOR OF EXISTING UNITS. EXISTING UNITS ARE 2.25x3.75x8 INCHES. REFER TO PROJECT MANUAL, SPECIFICATION SECTION 040121. NOTE: PLAN TO REPLACE THREE TIMES (3X)THE PREVIOUSLY NOTED NUMBER OF DAMAGED UNITS. IT IS EXPECTED THAT ADJACENT AND SURROUNDING UNITS WILL REQUIRE REPLACEMENT TO FACILITATE REPLACEMENTOF DAMAGED UNITS. REFER TO 1/S-300.

C. REMOVE EXISTING SEALANT AND PROVIDE REPLACEMENT SEALANT - TYPE 1 AT ALL WINDOWS ABOVE ELEVATION 16'-10 1/2" (APPROX. 16,500 LF FOR ENTIRE WEST FACADE).REFER TO 12/S-300 AND 13/S-300.





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

C C

6

6

6

6

6 6

6

6

6

6

6

6

6

6

6

19'-5 1/4"± 19'-1"± 19'-1"± 19'-1"± 19'-1"± 19'-1"± 19'-1"± 19'-1"± 19'-5 1/4"± 1'-2"±1'-2"±

1ST

EL=+0'-0"±

2ND

EL=+16'-10 1/2"±

3RD

EL=+28'-9"±

4TH

EL=+40'-7 1/2"±

5TH

EL=+52'-6"±

6TH

EL=+64'-4 1/2"±

7TH

EL=+76'-3"±

8TH

EL=+88'-1 1/2"±

9TH

EL=+100'-0"±

10TH

EL=+111'-10 1/2"±

11TH

EL=+123'-9"±

NORTH PART ELEVATION: BOTTOM (GROUND TO 11TH FLOOR)

MATCH LINE

NORTH KEY ELEVATION

REHABILITATE FACADE



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CONSTRUCTION

NORTH PART ELEVATIONS:BOTTOM AND TOP

S-2026 16

DFR/WC

IM

MATCH LINE

11TH

EL=+123'-9"±

12TH

EL=+135'-7 1/2"±

13TH

EL=+147'-6"±

14TH

EL=+159'-4 1/2"±

15TH

EL=+171'-3"±

ROOF

EL=+185'-0"±

A B C D E F1 1

F1

A1

MATCH LINE

A B C D E F1 1

(THOMAS ST. ELEVATION)



REPAIR KEY

A. REPOINT 5% OF CLAY BRICK MASONRY MORTAR JOINTS FOCUSING ON AREAS OF LOOSE OR DETERIORATED EXISTING MORTAR. PROVIDE TYPE N MORTAR (REFER TO PROJECTMANUAL, SPECIFICATION SECTION 040513). APPROX. 750 SF FOR ENTIRE NORTH FACADE. REFER TO 5/S-300.

B. REPLACE APPROX. 200 CLAY BRICK MASONRY UNITS FOR ENTIRE NORTH FACADE FOCUSING ON CRACKED UNITS. PROVIDE CLAY BRICK MASONRY UNITS TO MATCH SIZE ANDCOLOR OF EXISTING UNITS. EXISTING UNITS ARE 2.25x3.75x8 INCHES. REFER TO PROJECT MANUAL, SPECIFICATION SECTION 040121. NOTE: PLAN TO REPLACE THREE TIMES (3X)THE PREVIOUSLY NOTED NUMBER OF DAMAGED UNITS. IT IS EXPECTED THAT ADJACENT AND SURROUNDING UNITS WILL REQUIRE REPLACEMENT TO FACILITATE REPLACEMENTOF DAMAGED UNITS. REFER TO 1/S-300.


D. ABATE EXISTING PCB CONTAINING GRAY CAULK AROUND STOREFRONT WINDOW FRAMES (APPROX. 250 LF FOR ENTIRE NORTH FACADE) PER PROJECT MANUAL, SPECIFICATIONSECTION 028433. REPLACE WITH SEALANT - TYPE 1 (REFER TO PROJECT MANUAL, SPECIFICATION SECTION 079200).

E. REPAIR EXISTING GRANITE WATER TABLE UNIT (EASTERNMOST UNIT, APPROX. 2 SF) PER 9/S-300.

F. REPAIR EXISTING GRANITE PANEL (BOTTOM PANEL) ON COLUMN RETURN PER 9/S-300 (APPROX 1 SF).

G. MOCK-UP: REPLACE 8 BRICK MASONRY UNITS IN ACCORDANCE WITH REPAIR KEY NOTE B FOR APPROVAL BY DIRECTOR'S REPRESENTATIVE PRIOR TO COMPLETION OF FACADEWORK .

NORTH PART ELEVATION: TOP (11TH FLOOR TO ROOF)

A B

A B

E

F

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

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

C

C

D D D D D

6

6

MIR.

MIR.

6 MIR.

6 MIR.

6 MIR.

6 MIR.

6 MIR.

20'-3 1/8"± 19'-1"± 19'-1"± 19'-1"± 20'-3 1/8"± 1'-2"±1'-2"±

20'-3 1/8"± 19'-1"± 19'-1"± 19'-1"± 20'-3 1/8"± 1'-2"±1'-2"±



G

1ST

EL=+0'-0"±

2ND

EL=+16'-10 1/2"±

3RD

EL=+28'-9"±

4TH

EL=+40'-7 1/2"±

5TH

EL=+52'-6"±

6TH

EL=+64'-4 1/2"±

7TH

EL=+76'-3"±

8TH

EL=+88'-1 1/2"±

9TH

EL=+100'-0"±

10TH

EL=+111'-10 1/2"±

11TH

EL=+123'-9"±

EAST PART ELEVATION: BOTTOM (GROUND TO 11TH FLOOR)

MATCH LINE

(REFER TO S-204)

EAST KEY ELEVATION

REHABILITATE FACADE



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CONSTRUCTION

EAST PART ELEVATION:BOTTOM

(GROUND TO 11TH FLOOR)

S-2037 16

DFR/WC

IM

MATCH LINE

(SEE S-204)

(SEE S-203)

10 9 8 7 6 5 4 3 2 1A A

(TRIMBLE PL. ELEVATION)

10A

1A

EAST ELEVATION PLAN PROFILE (TRIMBLE PLACE)

A B

REPAIR KEY

A. REPOINT 50% OF CLAY BRICK MASONRY MORTAR JOINTS FOCUSING ON BRICK 8 COURSES ABOVE AND BELOW WINDOWS AND OTHER AREAS OF LOOSE OR DETERIORATED EXISTINGMORTAR. PROVIDE TYPE N MORTAR (REFER TO PROJECT MANUAL, SPECIFICATION SECTION 040513). APPROX. 9300 SF FOR ENTIRE EAST FACADE. REFER TO 5/S-300.

B. REPLACE APPROX. 250 CLAY BRICK MASONRY UNITS FOR ENTIRE EAST FACADE FOCUSING ON CRACKED UNITS. PROVIDE CLAY BRICK MASONRY UNITS TO MATCH SIZE AND COLOR OFEXISTING UNITS. EXISTING UNITS ARE 2.25x3.75x8 INCHES. REFER TO PROJECT MANUAL, SPECIFICATION SECTION 040121. NOTE: PLAN TO REPLACE THREE TIMES (3X) THE PREVIOUSLYNOTED NUMBER OF DAMAGED UNITS. IT IS EXPECTED THAT ADJACENT AND SURROUNDING UNITS WILL REQUIRE REPLACEMENT TO FACILITATE REPLACEMENT OF DAMAGED UNITS. REFERTO 1/S-300.

C. REMOVE EXISTING SEALANT AND PROVIDE REPLACEMENT SEALANT - TYPE 1 AT ALL WINDOWS ABOVE ELEVATION 16'-10 1/2" (APPROX. 16,500 LF FOR ENTIRE WEST FACADE). REFER TO12/S-300 AND 13/S-300.

D. ABATE EXISTING PCB CONTAINING GRAY CAULK AROUND STOREFRONT WINDOW FRAMES (APPROX. 400 LF TOTAL FOR ENTIRE EAST FACADE) PER PROJECT MANUAL, SPECIFICATIONSECTION 028433. REPLACE WITH SEALANT - TYPE 1 (REFER TO PROJECT MANUAL, SPECIFICATION SECTION 079200).

E. REPAIR EXISTING GRANITE PANEL (SOUTHERNMOST PANEL) UNDER WINDOWS PER 9/S-300 (APPROX 2 SF).

F. REPAIR EXISTING GRANITE PANEL (3RD FROM BOTTOM 3RD FROM SOUTHERN EDGE) AT VENT PER 9/S-300 (APPROX 1 SF).

G. RESHAPE EXISTING DAMAGED ALUMINUM WINDOW COVER PLATE AND SILL TO MATCH EXISTING ADJACENT COVER PLATE AND SILLS PER 11/S-300.

H. ABATE EXISTING ASBESTOS CONTAINING GRAY CAULK AT PERIMETER OF AIR INTAKE (APPROX. 5 SF) PER PROJECT MANUAL, SPECIFICATION SECTION 028213. REPLACE WITH SEALANT -TYPE 1 (REFER TO PROJECT MANUAL, SPECIFICATION SECTION 079200).

I. MOCK-UP: REPLACE 8 BRICK MASONRY UNITS IN ACCORDANCE WITH REPAIR KEY NOTE B FOR APPROVAL BY DIRECTOR'S REPRESENTATIVE PRIOR TO COMPLETION OF FACADE WORK.

E

F

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

D D DD

D D DD

C

G

H

4

4

4

4

4

4

4

4

4

4

4 4

4

4

4

4

4

4

4

4

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

19'-5 1/4"± 19'-1"± 19'-1"± 19'-1"± 19'-1"± 19'-1"± 19'-1"± 19'-1"± 19'-5 1/4"± 1'-2"±1'-2"±

I

EAST PART ELEVATION: TOP (11TH FLOOR TO ROOF)


EAST KEY ELEVATION

REHABILITATE FACADE



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CONSTRUCTION

EAST PART ELEVATION:TOP

(11TH FLOOR TO ROOF)

S-2048 16

DFR/WC

IM

(SEE S-204)

(SEE S-203)

11TH

EL=+123'-9"±

12TH

EL=+135'-7 1/2"±

13TH

EL=+147'-6"±

14TH

EL=+159'-4 1/2"±

15TH

EL=+171'-3"±

ROOF

EL=+185'-0"±

(TRIMBLE PL. ELEVATION)

10 9 8 7 6 5 4 3 2 1A A

10A

1A

EAST ELEVATION PLAN PROFILE (TRIMBLE PLACE)

A B

REPAIR KEY

A. REPOINT 50% OF CLAY BRICK MASONRY MORTAR JOINTS FOCUSING ON BRICK 8 COURSES ABOVE AND BELOW WINDOWS AND OTHER AREAS OF LOOSE OR DETERIORATEDEXISTING MORTAR. PROVIDE TYPE N MORTAR (REFER TO PROJECT MANUAL, SPECIFICATION SECTION 040513). APPROX. 9300 SF FOR ENTIRE EAST FACADE. REFER TO 5/S-300.

B. REPLACE APPROX. 250 CLAY BRICK MASONRY UNITS FOR ENTIRE EAST FACADE FOCUSING ON CRACKED UNITS. PROVIDE CLAY BRICK MASONRY UNITS TO MATCH SIZE ANDCOLOR OF EXISTING UNITS. EXISTING UNITS ARE 2.25x3.75x8 INCHES. REFER TO PROJECT MANUAL, SPECIFICATION SECTION 040121. NOTE: PLAN TO REPLACE THREE TIMES (3X)THE PREVIOUSLY NOTED NUMBER OF DAMAGED UNITS. IT IS EXPECTED THAT ADJACENT AND SURROUNDING UNITS WILL REQUIRE REPLACEMENT TO FACILITATE REPLACEMENTOF DAMAGED UNITS. REFER TO 1/S-300.

C. REMOVE EXISTING SEALANT AND PROVIDE REPLACEMENT SEALANT - TYPE 1 AT ALL WINDOWS ABOVE ELEVATION 16'-10 1/2" (APPROX. 16,500 LF FOR ENTIRE WEST FACADE).REFER TO 12/S-300 AND 13/S-300.

MATCH LINE

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

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

C

4 4

4

4

4

4

4

44

4

4

4

4

4

19'-5 1/4"± 19'-1"± 19'-1"± 19'-1"± 19'-1"± 19'-1"± 19'-1"± 19'-1"± 19'-5 1/4"± 1'-2"±1'-2"±

1ST

EL=+0'-0"±

2ND

EL=+16'-10 1/2"±

3RD

EL=+28'-9"±

4TH

EL=+40'-7 1/2"±

5TH

EL=+52'-6"±

6TH

EL=+64'-4 1/2"±

7TH

EL=+76'-3"±

8TH

EL=+88'-1 1/2"±

9TH

EL=+100'-0"±

10TH

EL=+111'-10 1/2"±

11TH

EL=+123'-9"±

SOUTH PART ELEVATION: BOTTOM (GROUND TO 11TH FLOOR)

MATCH LINE

SOUTH KEY ELEVATION

REHABILITATE FACADE



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CONSTRUCTION

SOUTH PART ELEVATIONS:BOTTOM AND TOP

S-2059 16

DFR/WC

IM

MATCH LINE

SOUTH PART ELEVATION: TOP (11TH FLOOR TO ROOF)

11TH

EL=+123'-9"±

12TH

EL=+135'-7 1/2"±

13TH

EL=+147'-6"±

14TH

EL=+159'-4 1/2"±

15TH

EL=+171'-3"±

ROOF

EL=+185'-0"±

F E D C B A10 10

MATCH LINE

(DUANE ST. ELEVATION)

F E D C B A10 10

F10

A10

REPAIR KEY

A. REPOINT 5% OF CLAY BRICK MASONRY MORTAR JOINTS FOCUSING ON AREAS OF LOOSE OR DETERIORATED EXISTING MORTAR. PROVIDE TYPE N MORTAR (REFER TO PROJECTMANUAL, SPECIFICATION SECTION 040513). APPROX. 750 SF FOR ENTIRE SOUTH FACADE. REFER TO 5/S-300.

B. REPLACE APPROX. 200 CLAY BRICK MASONRY UNITS FOR ENTIRE SOUTH FACADE FOCUSING ON CRACKED UNITS. PROVIDE CLAY BRICK MASONRY UNITS TO MATCH SIZE ANDCOLOR OF EXISTING UNITS. EXISTING UNITS ARE 2.25x3.75x8 INCHES. REFER TO PROJECT MANUAL, SPECIFICATION SECTION 040121. NOTE: PLAN TO REPLACE THREE TIMES (3X)THE PREVIOUSLY NOTED NUMBER OF DAMAGED UNITS. IT IS EXPECTED THAT ADJACENT AND SURROUNDING UNITS WILL REQUIRE REPLACEMENT TO FACILITATE REPLACEMENTOF DAMAGED UNITS. REFER TO 1/S-300.


D. ABATE EXISTING PCB CONTAINING GRAY CAULK AROUND STOREFRONT WINDOW FRAMES (APPROX. 50 LF TOTAL FOR ENTIRE SOUTH FACADE) PER PROJECT MANUAL,SPECIFICATION SECTION 028433. REPLACE WITH SEALANT - TYPE 1 (REFER TO PROJECT MANUAL, SPECIFICATION SECTION 079200).

E. REPAIR EXISTING GRANITE PANEL (BOTTOM PANEL) ON EAST FACE OF COLUMN PER 9/S-300 (APPROX 1 SF).

F. REMOVE 18 EXISTING CORRODED HEX HEAD SHEET METAL SCREWS. PROVIDE 18 #10 STAINLESS STEEL HEX HEAD SELF-TAPPING SCREWS (1/2" LONG).

G. MOCK-UP: REPLACE 8 BRICK MASONRY UNITS IN ACCORDANCE WITH REPAIR KEY NOTE B FOR APPROVAL BY DIRECTOR'S REPRESENTATIVE PRIOR TO COMPLETION OF FACADEWORK

A B

A B

F



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

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

C

C

D

E

6

6

6

6

6

6

6

6

4

20'-3 1/8"± 19'-1"± 19'-1"± 19'-1"± 20'-3 1/8"± 1'-2"±1'-2"±

20'-3 1/8"± 19'-1"± 19'-1"± 19'-1"± 20'-3 1/8"± 1'-2"±1'-2"±

G

TYPICAL DEEP REPOINTING DETAILSCALE: N.T.S.

5S-300

NOTES:1. CUT AND REMOVE EXISTING MORTAR AT VERTICAL AND HORIZONTAL JOINTS TO A MINIMUM

DEPTH OF (a) 2 1/2 TIMES THE JOINT WIDTH, (b) 1" DEEP, OR (c) TO SOUND MORTAR,WHICHEVER IS GREATEST. DO NOT SAW-CUT HEAD JOINTS.

2. TRIM REMAINING MORTAR SQUARE AND PERPENDICULAR TO FACADE. CLEAN JOINTS.3. INSTALL POINTING MORTAR IN LAYERS, A MAXIMUM 3/8" DEEP EACH. MORTAR TO MATCH

EXISTING IN COLOR, TEXTURE, HARDNESS AND ABSORPTION.4. TOOL NEW MORTAR TO A CONCAVE FINISH TO MATCH ORIGINAL.

REPAIRREMOVAL

NOTE 1

NOTE 2

NOTE 4

NOTE 3

EXISTINGMASONRY

EXISTINGMORTAR EXISTING

MASONRY

1/4"

3/4"

WIDTH (W)

DEPTH (D)

SCALE: 1" = 1'-0"

REPAIR EXISTING CRACK

EXISTING BRICK TO REMAIN(TYPICAL)

REMOVE HATCHED BRICK(TYPICAL)

MATCH EXISTING BONDPATTERN, JOINT SIZES,AND JOINT PROFILE

ALIGN FACE OF NEW BRICKWITH THE PLANE OF EXISTINGADJACENT SURFACES

EXISTING BRICK TO REMAIN(TYPICAL)

PROVIDE CLAY BRICK MASONRYUNITS TO MATCH SIZE ANDCOLOR OF EXISTING UNITS(TYPICAL)

MORTAR JOINT (TYPICAL)

TYPICAL STEP CRACK IN BRICKMASONRY AND CRACKED BRICKMASONRY UNITS REMOVAL DETAIL

SCALE: 1" = 1'-0"

TYPICAL STEP CRACK IN BRICKMASONRY AND CRACKED BRICKMASONRY UNITS REPAIR DETAIL 4

S-3003

S-300

D

W

D

W

EXTERIOR INTERIOR

1S-300SCALE: 1 1/2" = 1'-0"

INTERIOR MASONRYWALL TO REMAINUNDISTURBED

REPLACEMENT MORTARTYPE N, COLOR TO

MATCH ADJACENT. SEEDETAIL 5/S-300 FOR

ADDITIONAL POINTINGINFORMATION

CLAY BRICK MASONRYUNIT REPLACEMENT TOMATCH SIZE, COLOR,AND COMPOSITION OFADJACENT UNITS

TYPICAL BRICK MASONRYUNIT REPLACEMENT

PROVIDE REMEDIAL WALLTIE AT MORTAR JOINT

EXISTING EXTERIOR WYTHEOF BRICK

FILL MORTAR JOINT AFTERANCHOR INSTALLATIONWITH MORTAR

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

9S-300

PROVIDE GROUT FILLEDSLEEVE INSTALLED IN CMU

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

11S-300

REPAIR DETAIL @ EASTFACADE 3RD FLOOR

RESHAPE EXISTINGALUMINUM WINDOWCOVER PLATE TO MATCHEXISTING ADJACENTCOVER PLATES

RESHAPE EXISTINGALUMINUM WINDOW SILLTO MATCH EXISTINGADJACENT COVER PLATES

SCALE: 3" = 1'-0"

12S-300

WINDOW SEALANTREPAIR DETAIL

REMOVE EXISTING SEALANTAND BACKER ROD. PROVIDESEALANT - TYPE 1 ANDREPLACEMENT BACKER RODAT ALUMINUM WINDOWHEADER TO BRICK INTERFACE

REMOVE EXISTING SEALANT ANDPROVIDE SEALANT - TYPE 1 ATBASE OF WINDOW

L5X3 1/2X5/16 LLV ANDL5X5X5/16

REMOVE EXISTING SEALANT ANDPROVIDE SEALANT - TYPE 1 ATTOP OF EXISTING WINDOW

REMOVE EXISTING SEALANTAND BACKER ROD. PROVIDESEALANT - TYPE 1 ANDREPLACEMENT BACKER RODAT ALUMINUM WINDOWHEADER TO BRICK INTERFACE

GRANITE PANEL REPAIR DETAIL

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

6S-300

BRICK TIE DETAIL @ CONCRETEENCASED STEEL COLUMN

EXISTING CONCRETEENCASED STEEL COLUMN

BRICK VENEER

PROVIDE FLEXIBLE WIREANCHOR BRICK TIEFASTENED TO CONCRETEENCASEMENT

CONCRETE MASONRYUNITS TO REMAIN

SCALE: 3" = 1'-0"

2S-300

REMEDIAL WALL TIE DETAIL

PREPARE AND PATCH CRACKIN EXISTING GRANITE PANELWITH GRANITE REPAIRMORTAR PER PROJECTMANUAL, SPECIFICATIONSECTION 040121

REMOVE DAMAGED PIECE OFGRANITE PANEL (HATCHED).PREPARE SURFACE ANDPATCH WITH GRANITE REPAIRMORTAR PER PROJECTMANUAL, SPECIFICATIONSECTION 040121

REMOVE EXISTING SEALANTAROUND DAMAGED PANELS.PROVIDE BACKER ROD ANDSEALANT-TYPE 1.

SCALE: 3/4" = 1'-0"

13S-300

TYPICAL WINDOW SEALANT REPAIR ELEVATION

REMOVE EXISTING SEALANT AND BACKERROD. PROVIDE SEALANT-TYPE 1 ANDREPLACEMENT BACKER ROD AT ALUMINUMWINDOW HEADER TO BRICK INTERFACE

REMOVE EXISTING SEALANT AND BACKERROD. PROVIDE SEALANT-TYPE 1 ANDREPLACEMENT BACKER ROD AT ALUMINUMWINDOW HEADER TO BRICK INTERFACE

REMOVE EXISTINGSEALANT AND PROVIDESEALANT-TYPE 1. (TYP)

12

12

REHABILITATE FACADE



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CONSTRUCTION

REMOVAL AND REPAIRDETAILS

S-30010 16

DFR/WC

IM

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

REMOVAL PLAN DETAIL 1S-301 SCALE: 1 1/2" = 1'-0"

REMOVAL SECTION DETAIL 2S-301 SCALE: 1 1/2" = 1'-0"

REMOVAL ELEVATION DETAIL 3S-301

REMOVE HATCHED CLAY BRICKMASONRY UNITS. REFER TO SECTIONDETAILS AND BRICK REMOVAL DETAIL

FOR VERTICAL EXTENT OF BRICK TO BEREMOVED

REMOVE HATCHED PORTION OFEXISTING STEEL BEAMS WITH

OXY-ACETYLENE TORCH OR PLASMACUTTER

REMOVE CMU BACKUP ABOVE ANDBELOW EXISTING STEEL BEAMS

BOUNDED BY DASHED LINE

REMOVE GROUT AND FABRICFLASHING ABOVE, BELOW ANDAROUND EXISTING STEEL BEAMSBOUNDED BY DASHED LINE

3

2

REPAIR SEQUENCE:1. REMOVE CLAY BRICK MASONRY UNITS AS SHOWN TO ALLOW FOR ACCESS TO AND PARTIAL REMOVAL OF STEEL BEAMS.2. REMOVE ONE CONCRETE MASONRY UNIT IN EACH DIRECTION (NORTH-SOUTH AND EAST-WEST) AT CORNER ABOVE AND BELOW STEEL BEAMS.3. REMOVE SPANDREL FABRIC FLASHING AND SLOPED GROUT AROUND EXISTING STEEL BEAMS 2" BEYOND EXTENT OF EXISTING STEEL BEAMS

TO BE REMOVED.4. REMOVE INDICATED PORTIONS OF EXISTING STEEL BEAMS WITH OXY-ACETYLENE TORCH OR PLASMA CUTTER.5. PROVIDE GROUT SLOPED TO MATCH ADJACENT ON TOP OF ALTERED STEEL BEAMS.6. PROVIDE COLD FLUID APPLIED WATERPROOFING SYSTEM OVER GROUT AND AROUND EXPOSED STEEL. PROVIDE 4" LAP OVER EXISTING

SPANDREL FABRIC FLASHING.7. PROVIDE REPLACEMENT CONCRETE MASONRY UNITS.8. PROVIDE REPLACEMENT CLAY BRICK MASONRY UNITS. PROVIDE PARTIAL WIDTH UNITS AT STEEL CONFLICT LOCATIONS ON EAST AND WEST

RETURNS.

REMOVE HATCHED CLAYBRICK MASONRY UNITS

REMOVE HATCHED PORTIONOF EXISTING STEEL BEAMS

REMOVE GROUT AROUNDEXISTING STEEL BEAMS

REMOVE CONCRETEMASONRY UNITS ABOVEAND BELOW STEEL

EXISTING STEEL


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

REPAIR PLAN DETAIL 4S-301 SCALE: 1 1/2" = 1'-0"

REPAIR SECTION DETAIL 5S-301

NEW CLAY BRICK MASONRY UNITS

5

PROVIDE REPLACEMENT CLAYBRICK MASONRY UNITS. PROVIDE

PARTIAL WIDTH UNITS AT STEELCONFLICT LOCATIONS ON NORTH

AND SOUTH RETURNS

PROVIDE COLD FLUID APPLIEDWATERPROOFING SYSTEM.

REFER TO SPEC

PROVIDE GROUT

PROVIDE REPLACEMENTCONCRETE MASONRYUNITS

EXISTING STEEL

PROVIDE GROUT


EXISTING STEELSPANDREL BEAMSBEYOND

EDGE OF NORTH-SOUTHRETURN WALL

REHABILITATE FACADE



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CONSTRUCTION

REMOVAL AND REPAIRDETAILS AT NORTHEAST

AND SOUTHEAST CORNERS

S-30111 16

DFR/WC

IM

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

REMOVAL SECTION DETAIL 1S-302

REMOVE CONCRETEMASONRY UNITS ABOVE

AND BELOW STEEL


AND BELOW STEEL

REMOVE HATCHEDCLAY BRICKMASONRY UNITS



EXISTING SPANDRELBEAM TO REMAIN

EXISTING FLOOR SLABTO REMAIN

REMOVE HATCHED CLAYBRICK MASONRY UNITS.REFER TO SECTIONDETAILS AND BRICKREMOVAL DETAIL FORVERTICAL EXTENT OFBRICK TO BE REMOVED

REMOVE HATCHED CLAY BRICK MASONRYUNITS. REFER TO SECTION DETAILS ANDBRICK REMOVAL DETAIL FOR VERTICALEXTENT OF BRICK TO BE REMOVED

REMOVE CMU BACK-UP ABOVEEXISTING STEEL BEAMS BOUNDED

BY DASHED LINE. UNITS TO BEREMOVED BELOW BEAMS ARE

SHOWN IN SECTION DETAILS

REMOVE HATCHED GROUTAND FABRIC FLASHING ABOVE,

BELOW, AND ON SIDE OFEXISTING STEEL BEAMS

REMOVE HATCHEDGROUT AND FABRICFLASHING ABOVE, BELOW,AND ON SIDE OF EXISTINGSTEEL BEAMS

REMOVE CMU BACK-UP ABOVEEXISTING STEEL BEAMS BOUNDED

BY DASHED LINE. UNITS TO BEREMOVED BELOW BEAMS ARE

SHOWN IN SECTION DETAILS



EXISTING CONCRETEENCASED STEELCOLUMN TO REMAIN

EXISTING CLAY BRICKMASONRY UNITS TOREMAIN



EXISTING CLAY BRICKMASONRY UNITS TO REMAIN

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


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

REMOVAL PLAN DETAIL 3S-302

TYPICAL EXISTING STEPCRACK (WEST FACADE

ONLY)

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


PROVIDE REPLACEMENTCLAY BRICK MASONRYUNITS

PROVIDE L5X3 1/2X3/4


PROVIDE COLD FLUID APPLIEDWATERPROOFING SYSTEM OVER

GROUT AND EXPOSED STEEL.PROVIDE 4" LAP OVER EXISTING

SPANDREL FABRIC FLASHING

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

REPAIR ELEVATION DETAIL 5S-302

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

REPAIR PLAN DETAIL 6S-302

NOTE:1. PROVIDE BRICK TIES PER DETAIL 6/S-300 AT LOCATIONS MARKED WITH "X".

PROVIDE TIES AT SIMILAR LOCATIONS ON OTHER SIDE OF CORNER.2. PROVIDE REMEDIAL WALL TIES PER 2/S-300 AT LOCATIONS MARKED WITH "O".

PROVIDE TIES AT WEST FACADE ONLY FOR ENTIRE LENGTH OF FACADE AT AHORIZONTAL SPACING OF 2'-0" AS SHOWN IN 5/S-302.

PR

OVI

DE

CO

NTI

NU

OU

S 1

/2" W

IDE

VE

RTI

CA

LJO

INT

WIT

H B

AC

KE

R R

OD

AN

D S

EA

LAN

T - T

YPE

1

PROVIDE CONTINUOUS 1/2" WIDE VERTICALJOINT WITH BACKER ROD AND SEALANT - TYPE 1


PROVIDE L3X3X3/8 X 9" LONGAT TOP FLANGE AND 1'-3" AT

BOTTOM FLANGE

5/16

5/16

PROVIDE REPLACEMENT FORCLAY BRICK MASONRY UNITS AS

PER ELEVATION DETAIL AND CMUUNITS PREVIOUSLY REMOVED


(SIMILAR ON OTHER SIDE OF CORNER)

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

STEEL INSTALLATION DETAIL 7S-302

9"

1'-3"


5/16

5/16

5/16 8

5/16

5/16 8SHOP WELDED

1'-4

"

EDGE OF ENCASE COLUMN

PROVIDE GROUT

PROVIDE L3X3X3/8X9"LONG

PROVIDE L3X3X3/8X15"LONG

PROVIDE COLD FLUIDAPPLIED WATERPROOFINGSYSTEM OVER GROUT ANDEXPOSED STEEL. PROVIDE4" LAP OVER EXISTINGSPANDREL FABRICFLASHING

PROVIDE GROUT

1 4

REPAIR SEQUENCE:1. REMOVE CLAY BRICK MASONRY UNITS AS SHOWN IN DETAILS.2. REMOVE CONCRETE MASONRY UNITS AS FOLLOWS: ONE UNIT FROM THE FIRST COURSE ABOVE THE STEEL SPANDREL BEAM ALONG THE WEST FACADE AND THE STEEL

SPANDREL BEAM ALONG THE NORTH OR SOUTH FACADE. TWO UNITS FROM THE FIRST COURSE BELOW THE STEEL SPANDREL BEAM ALONG THE WEST FACADE AND THE

STEEL SPANDREL BEAM ALONG THE NORTH OR SOUTH FACADE.3. REMOVE SPANDREL FABRIC FLASHING AND SLOPED GROUT AROUND EXISTING STEEL BEAMS 1" BEYOND EXTENT OF

STEEL TO BE INSTALLED.4. PROVIDE STEEL ANGLES AS INDICATED.5. PROVIDE GROUT SLOPED TO MATCH ADJACENT ON TOP OF STEEL SPANDREL BEAMS.6. PROVIDE COLD FLUID APPLIED WATERPROOFING SYSTEM OVER GROUT AND EXPOSED STEEL. PROVIDE 4" LAP OVER

EXISTING SPANDREL FABRIC FLASHING.7. PROVIDE REPLACEMENT CONCRETE MASONRY UNITS.8. PROVIDE REPLACEMENT CLAY BRICK MASONRY UNITS. PROVIDE CONTINUOUS 1/2" WIDE VERTICAL JOINT AS INDICATED.9. PROVIDE BACKER ROD AND SEALANT IN JOINT. TYP.

TYP.

REMOVE HATCHEDSPANDREL FABRIC

FLASHING AND GROUT

EXISTING CLAY BRICKMASONRY UNITS TO

REMAIN



EXISTING CONCRETE ENCASEDSTEEL COLUMN BEYOND

7

X

X

X

X

X

X

OO

OO

2'-0" (TYP.)

EXISTING TOPPINGSLAB BEYOND

EXISTING CONCRETEENCASED STEELSPANDREL BEAM

BEYOND

REMOVE ADDITIONALHATCHED CLAY BRICKMASONRY UNITS FOR

REPAIR OF STEP CRACK(WEST FACADE ONLY).REFER TO 3/S-300 FOR

MORE INFORMATION)


(SIMILAR ON OTHER SIDEOF CORNER)

CUT AND REMOVEMORTAR AT EXISTINGCRACKED BED JOINT

FOR LENGTH OF CRACK(APPROX. 20FT) (WESTFACADE ONLY). REFERTO 5/S-300 FOR MORE

INFORMATION

PROVIDE REPLACEMENTCLAY BRICK MASONRY

UNITS BOUNDED BY BOLDLINE (SIMILAR ON OTHER

SIDE OF CORNER)

PROVIDE REPLACEMENT CLAYBRICK MASONRY UNITS

(HATCHED UNITS) FOR REPAIROF STEP CRACK (WEST FACADE

ONLY). REFER TO 4/S-300 FORMORE INFORMATION

INSTALL POINTING MORTAR TOREPLACE REMOVED MORTAR

(APPROX. 20FT) (WEST FACADEONLY) REFER TO 5/S-300 FOR

MORE INFORMATION

NOTE:1. STEEL ANGLES TO BE GALVANIZED.

PROVIDE REMEDIAL WALLTIES


REHABILITATE FACADE



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CONSTRUCTION

REMOVAL AND REPAIRDETAILS FOR NORTHWEST

AND SOUTHWEST CORNERS

S-30212 16

DFR/WC

IM

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



AND BELOW STEEL


AND BELOW STEEL


REMOVE HATCHEDSPANDREL FABRICFLASHING AND GROUT



EXISTING WINDOWTO REMAIN

EXISTING WINDOWTO REMAIN




REMOVE HATCHED CLAY BRICK MASONRYUNITS. REFER TO SECTION DETAILS ANDBRICK REMOVAL DETAIL FOR VERTICALEXTENT OF BRICK TO BE REMOVED

REMOVE HATCHED GROUTAND FABRIC FLASHING ABOVE,

BELOW, AND AROUNDEXISTING STEEL BEAMS




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


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

REMOVAL PLAN DETAIL 3S-303

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

REPAIR SECTION DETAIL 4S-303 SCALE: 1 1/2" = 1'-0"


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


PROVIDE REPLACEMENTCLAY BRICK MASONRY UNITS

PROVIDE 2 - L5X3 1/2X3/4


PROVIDE GROUT

PROVIDE L3X3X3/8X1'-4"LONG

PROVIDE L3X3X3/8X2'-0"LONG

PROVIDE COLD FLUID APPLIEDWATERPROOFING SYSTEMOVER GROUT AND EXPOSEDSTEEL. PROVIDE 4" LAP OVEREXISTING SPANDREL FABRICFLASHING

PROVIDE GROUT

PROVIDE COLD FLUID APPLIEDWATERPROOFING SYSTEM OVER

GROUT AND EXPOSED STEEL.PROVIDE 4" LAP OVER EXISTING

SPANDREL FABRIC FLASHING



PROVIDE L3X3X3/8 X 1'-4"LONG AT TOP FLANGE AND

2'-0" AT BOTTOM FLANGE

4

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

STEEL INSTALLATION DETAIL 7S-303

1'-4"

2'-0"


5/16

5/16

5/16 8

5/16

5/16 8SHOP WELDED(TYP.)

1'-4

"

1

8"



REMOVE CMU BACK-UP ABOVE AND BELOWEXISTING STEEL BEAMS BOUNDED BY DASHEDLINE. UNITS TO BE REMOVED BELOW BEAMSARE SHOWN IN SECTION DETAILS

REPAIR SEQUENCE:1. REMOVE CLAY BRICK MASONRY UNITS AS SHOWN IN DETAILS.2. REMOVE CONCRETE MASONRY UNITS AS FOLLOWS: TWO UNITS FROM EACH COURSE ABOVE THE STEEL SPANDREL BEAM. THREE UNITS FROM THE FIRST COURSE BELOW THE STEEL SPANDREL BEAM. TWO UNITS FROM EACH OF THE REMAINING COURSES BELOW THE STEEL SPANDREL BEAM.

3. REMOVE SPANDREL FABRIC FLASHING AND SLOPED GROUT AROUND EXISTING STEEL BEAMS 1" BEYOND EXTENT OF STEEL TO BE INSTALLED.4. PROVIDE STEEL ANGLES AS INDICATED.5. PROVIDE GROUT SLOPED TO MATCH ADJACENT ON TOP OF STEEL SPANDREL BEAMS.6. PROVIDE COLD FLUID APPLIED WATERPROOFING SYSTEM OVER GROUT AND EXPOSED STEEL. PROVIDE 4" LAP OVER EXISTING SPANDREL FABRIC FLASHING.7. PROVIDE REPLACEMENT CONCRETE MASONRY UNITS.8. PROVIDE REPLACEMENT CLAY BRICK MASONRY UNITS. PROVIDE CONTINUOUS 1/2" WIDE VERTICAL JOINT AS INDICATED.9. PROVIDE BACKER ROD AND SEALANT IN JOINT.

(TYP.)

(TYP.)

(TYP.)

(TYP.)

OO

OO

2'-0" (TYP.)

NOTE:1. PROVIDE REMEDIAL WALL TIES PER 2/S-300 AT LOCATIONS MARKED WITH "O".

PROVIDE TIES AT WEST FACADE ONLY FOR ENTIRE LENGTH OF FACADE AT AHORIZONTAL SPACING OF 2'-0" AS SHOWN IN 5/S-302.

5/16

5/16(TYP.)

5/16(TYP.)


EXISTING CONCRETE ENCASEDSTEEL SPANDREL BEAM BEYOND



BOUNDED BY BOLD LINE

NOTE:1. STEEL ANGLES TO BE GALVANIZED.

O O

O O

PROVIDE REPLACEMENTCONCRETE MASONRY UNITS


1/2"

L3X3X3/8



REHABILITATE FACADE



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CONSTRUCTION

REMOVAL AND REPAIRDETAILS FOR

WEST FACADE

S-30313 16

DFR/WC

IM

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




AND BELOW STEEL


AND BELOW STEEL


REMOVE HATCHEDSPANDREL FABRICFLASHING AND GROUT







REPAIR SEQUENCE:1. REMOVE CLAY BRICK MASONRY UNITS AS SHOWN IN DETAILS. PROVIDE TEMPORARY SHORING TO PREVENT DISPLACEMENT OF ADJACENT MASONRY

(REFER TO PROJECT MANUAL).2. REMOVE ONE COURSE OF CONCRETE MASONRY UNITS ABOVE AND BELOW SPANDREL BEAMS IN AREA OF REMOVED BRICK. PROVIDE TEMPORARY

SHORING TO PREVENT DISPLACEMENT OF ADJACENT MASONRY (REFER TO PROJECT MANUAL).3. REMOVE SPANDREL FABRIC FLASHING AND SLOPED GROUT AROUND EXISTING STEEL BEAMS IN AREA OF REMOVED BRICK.4. CLEAN EXISTING SPANDREL BEAM WITH WIRE BRUSH TO REMOVE ALL LOOSE RUSTED MATERIAL.5. PROVIDE GROUT SLOPED TO MATCH ADJACENT ON TOP OF STEEL SPANDREL BEAMS.6. PROVIDE COLD FLUID APPLIED WARTERPROOFING SYSTEM OVER GROUT AND EXPOSED STEEL. PROVIDE 4" LAP OVER EXISTING FABRIC FLASHING.7. PROVIDE REPLACEMENT CONCRETE MASONRY UNITS.8. PROVIDE REPLACEMENT CLAY BRICK MASONRY UNITS.

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





PROVIDE REPLACEMENTCLAY BRICK MASONRY UNITS

PROVIDE GROUT

PROVIDE GROUT


BOUNDED BY BOLD LINE


EXISTING CONCRETE ENCASEDSTEEL SPANDREL BEAM BEYOND

REMOVE HATCHED CLAY BRICKMASONRY UNITS. AREA OF BRICK

REMOVAL TO BE CENTEREDAROUND BULGED BRICK

REMOVE ONE COURSE OF CMUBACK-UP ABOVE EXISTINGSPANDREL BEAM

REMOVE ONE COURSE OF CMUBACK-UP BELOW EXISTINGSPANDREL BEAM

PROVIDE COLD FLUID APPLIEDWATERPROOFING SYSTEM OVERGROUT AND EXPOSED STEEL

REHABILITATE FACADE



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CONSTRUCTION

REMOVAL AND REPAIRDETAILS FOR SOUTH

FACADE AT 9TH FLOOR

S-30414 16

DFR/WC

IM

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


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


EXISTING 2 - L 3X4X1/2TO REMAIN

EXISTING L 2 1/2X3 1/2X3/8TO REMAIN

EXISTING 2 - L 3X4X1/2TO REMAIN

EXISTING STEEL TO REMAIN

REMOVE EXISTINGCONCRETE ENCASEMENT

REMOVE ALUMINUMFACING ON TOP OF TRUSS

EXISTING L 2 1/2X3 1/2X1/2TO REMAIN

EXISTING C6 TO REMAIN

REINSTALL ALUMINUM FACINGFOLLOWING SUPERSTRUCTUREREPAIR AND MAINTENANCE WORK

REINSTALL ALUMINUM FACINGFOLLOWING SUPERSTRUCTURE REPAIR

AND MAINTENANCE WORK

PROVIDE 6X6-W1.4XW1.4WELDED WIRE FABRIC

PROVIDE CONCRETE ENCASEMENTWITH WATERPROOFING ADMIXTURE


ABATE EXISTING ASBESTOSCONTAINING BLACK COATING& ADHESIVE FROM COLUMNENCASEMENT AND PARAPET.REFER TO PLAN FOR SPECIFICLOCATIONS (APPROX 120 SFTOTAL). REMOVE DOWN TOROOFING MEMBRANETERMINATION BAR.

REMOVE EXISTINGCONCRETE ENCASEMENTABOVE DASHED LINE

6"±

6"±

6"±

EXISTING L 2 1/2X3 1/2TO REMAIN

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



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

REMOVAL PLAN DETAIL 7S-305 SCALE: 1 1/2" = 1'-0"


ABATE EXISTING ASBESTOS CONTAININGMETAL PARAPET CAP JOINT SEALANT AT ALLJOINT LOCATIONS (APPROX. 8SF TOTAL) (TYP.)

ABATE EXISTING ASBESTOS CONTAININGBLACK COATING ADHESIVE FROM COLUMNENCASEMENT AND PARAPET. REFER TO PLANFOR SPECIFIC LOCATIONS (APPROX. 120SFTOTAL) (TYP.)

REMOVE CONCRETE COLUMNENCASEMENT. SEE ELEVATION

DETAIL FOR EXTENT OF REMOVAL

EXISTING METAL PARAPET CAP

PROVIDE 6X6-W1.4XW1.4 WELDEDWIRE FABRIC


PROVIDE REPLACEMENT METAL PARAPETCAP SEALANT-TYPE 1 (TYP.)

1 1/

2"

4"

4"

PROVIDE COLD FLUID APPLIEDWATERPROOFING SYSTEM TO STEELAND REMAINING PORTION OFEXISTING CONCRETE ENCASEMENTPRIOR TO PLACEMENT OF CONCRETE

PROVIDE COLD FLUID APPLIEDWATERPROOFING SYSTEM. REFERTO 6/S-305 FOR VERTICAL EXTENTS

4"

EXISTING STEEL COLUMN

EXISTING STEEL COLUMN

EXISTINGPARAPET CAP EXISTING MASONRY

PARAPET WALL TO REMAIN

4"

PROVIDE COLD FLUID APPLIEDWATERPROOFING SYSTEM TO STEEL

AND REMAINING PORTION OFEXISTING CONCRETE ENCASEMENT

PRIOR TO PLACEMENT OF CONCRETE


ELEVATION 9S-305

9

REMOVE EXISTING SHEET METALFASTENERS (APPROX. 860 TOTAL)

REMOVE AND STOREEXISTING SAFETY LINE

ANCHOR (APPROX. 48 TOTAL)

DRILL AND TAP HOLES TORECEIVE FASTENERS. PROVIDE

1/4" DIAMETER STAINLESSSTEEL SHEET METAL SCREWS.

(APPROX. 860 TOTAL)

REINSTALL SAFETYLINE ANCHOR

SCALE: 3/8" = 1'-0"

REMOVAL SECTION 1S-305

EXISTING 2 - L 3X4X1/2

EXISTING L 2 1/2X3X3/8

REFER TO S-306 FORSUPERSTRUCTURE STEEL

TRUSS MAINTENANCE ANDREPAIRS

EXISTING ROOF SLAB

REMOVE EXISTINGCONCRETE ENCASEMENT

EXISTING CONCRETEENCASED STEEL BEAM

EXISTING STEEL COLUMNENCASED IN CONCRETEBEYOND

REMOVE EXISTINGCONCRETE ENCASEMENT.REFER TO 5/S-300 FOREXTENT OF REMOVAL

EXISTING C6 TO REMAIN

EXISTING 2 - L 2 1/2X3 1/2X1/2

EXISTING MASONRYPARAPET

REMOVE AND STORE ALUMINUMFACING ON TOP OF TRUSS

SCALE: 3/8" = 1'-0"

REPAIR SECTION 2S-305

EXISTING ROOF SLAB

PROVIDE REPLACEMENTCONCRETE ENCASEMENTWITH WATERPROOFINGADMIXTURE

S-3054

S-3053

S-3056

S-3055

EXISTING C6 TO REMAIN(TYP.)

EXISTINGL 2 1/2X3X1/2

REINSTALL ALUMINUM FACINGFOLLOWING SUPERSTRUCTURE

REPAIR AND MAINTENANCE WORK

REHABILITATE FACADE



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CONSTRUCTION


SUPERSTRUCTURE

S-30515 16

DFR/WC

IM

SCALE: 3" = 1'-0"

4S-306

SUPERSTRUCTURE TRUSSBRACING PLAN DETAIL

PREPARE AND PAINT STEEL TRUSSMEMBERS AND BRACING INACCORDANCE WITH PROJECTMANUAL, SPECIFICATION SECTION099101. APPLY PAINT FOLLOWINGINSTALLATION OF BRACING.

EXISTING TRUSS WEBMEMBER

EXISTING GUSSET PLATE

EXISTING 2 L INTERIORTRUSS CHORD

1/41/4

PROVIDE CONTINUOUSL3X3X5/16 BRACE ALONGINTERIOR TRUSS CHORD

SCALE: 3" = 1'-0"

5S-306

SUPERSTRUCTURE TRUSSBRACING SECTION DETAIL

PROVIDE CONTINUOUSL3X3X5/16 BRACE ALONGINTERIOR TRUSS CHORD.MAX. VERTICAL SPACING

OF BRACES TO BE 9'-0"

EXISTING PLATE NOTSHOWN IN PLAN DETAIL

SCALE: 3" = 1'-0"

6S-306

SUPERSTRUCTURE TRUSSBRACING SECTION DETAILAT LOUVERS

PROVIDE CONTINUOUSL3X3X5/16 BRACE ALONGINTERIOR TRUSS CHORD.MAX. VERTICAL SPACING

OF BRACES TO BE 9'-0"

INSIDE FACE OFLOUVERS BEYOND

PROVIDE C3X5 X0'-4" LONG

1/41/4

1/41/4

4"

PROVIDE 3/4" Ø STAINLESS STEELTHREADED ROD WITH POST-INSTALLEDANCHOR ADHESIVE ANDPOST-INSTALLED ANCHOR SCREENTUBE. REFER TO PROJECT MANUAL,SPECIFICATION SECTION 040121.

PROVIDE L4X3X5/16X 0'-6" LONG1/4

EXISTING 2-L INTERIORTRUSS CHORD

EXI

STI

NG

8"

MA

SO

NR

Y W

ALL

DRILL HOLE FROM INSIDE FACE OF WALLAS NECESSARY IF CLEARANCE FOR

DRILLING FROM OUTSIDE IS INADEQUATE

SCALE: 3" = 1'-0"

7S-306

SUPERSTRUCTURE TRUSSBRACING @ MASONRYWALL PLAN DETAIL

EXISTING 2-L INTERIORTRUSS CHORD

EXI

STI

NG

8"

MA

SO

NR

Y W

ALL

1/41/4

TYP.

PROVIDE L3X3X5/16BETWEEN INTERIOR

TRUSS CHORD

SCALE: 3" = 1'-0"

8S-306

SUPERSTRUCTURE TRUSSBRACING @ MASONRYWALL PLAN DETAIL

SHAFT / CHIMNEY

SCALE: 3" = 1'-0"

9S-306

SUPERSTRUCTURE TRUSSBRACING PLAN DETAIL

PREPARE AND PAINT STEEL TRUSSMEMBERS IN ACCORDANCE WITHPROJECT MANUAL, SPECIFICATIONSECTION 099101. APPLY PAINTFOLLOWING INSTALLATION OFREINFORCEMENT.

EXISTING TRUSS WEBMEMBER

EXISTING GUSSET PLATE(OR SPACER PLATE)

EXISTING 2 L INTERIORTRUSS CHORD

NOTE: THIS BRACING DETAIL IS NOT APPLICABLE AT TRUSSES INBETWEEN LOUVERS

NOTE: REFER TO TRUSS CONNECTION REINFORCEMENT SCHEDULEFOR LOCATIONS WHERE THIS DETAIL APPLIES

EXISTING CORROSION,WELD FAILURE, ANDCHORD SEPARATION.PROVIDE 3/8" Ø A36 BAR X2'-0" @ GUSSET PLATE OR0'-3" @ SPACER PLATE

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

10S-306

TYPICAL SUPERSTRUCTURETRUSS PAINTING DETAIL

PROVIDE BRACING MEMBERPER SUPERSTRUCTURE TRUSSBRACING DETAILS. PREPAREAND PAINT PER PROJECTMANUAL, SPECIFICATIONSECTION 099101.

NOTE: PAINT TO BE APPLIED FOLLOWING INSTALLATION OFREINFORCEMENT AND BRACING.

PREPARE AND PAINT ACCESSIBLE AREAS OF EXISTINGTRUSS MEMBERS AND SECONDARY HORIZONTALFRAMING IN ACCORDANCE WITH PROJECT MANUAL,SPECIFICATION SECTION 099101. REFER TO THESUPERSTRUCTURE TRUSS PAINTING SCHEDULE FORDEFINITIONS OF ACCESSIBLE AREAS.

1/41/4

PREPARE AND PAINT INACCORDANCE WITH PROJECTMANUAL, SPECIFICATION SECTION099101.

PREPARE AND PAINT INACCORDANCE WITHPROJECT MANUAL,SPECIFICATION SECTION099101

e i e i e i

EXTERIOR CHORDMEMBER (TYP)

4S-306

EXISTING SECONDARYHORIZONTAL FRAMING (TYP)

10S-306

INTERIOR DOUBLE ANGLECHORD MEMBER (TYP)

WEB MEMBER (TYP) 4S-306

4S-306

S10

(TYP)

4S-306

4S-306

(TYP U.O.N.)

EXISTING CONNECTIONTO PARAPET (TYP)

EXISTING SPACERPLATE (TYP)

4S-306

S5

S6

S7

S8

S9

7S-306

7S-306

(TYP U.O.N.)

8S-306 (BTW. TRUSSES

T10-T14 AND T21-T23)

7S-306

3

2

7S-306

8S-306

(BTW. TRUSSEST10-T14 AND T21-T23)

S1

S2

S3

S4

10

11

12

7

8

9

4

5

6

TRUSSNUMBER

T8T17T18T20T21T27T28T32T41T42T44T45T47

TRUSSTYPE

BBBBBBBBAAAAA

2TRUSS LOCATION (REFER TO SUPERSTRUCTURE TRUSS MAINTENANCE AND REPAIR KEY)

S35 6i 8i 10i S4

x x

xx

xx

x x

xxxxx

xxxxxx

xx

xx

S5 S6 S7 S8xx

S9 TRUSSNUMBER

x

T1T2T3T4T5T6T7T8T9

x x

SUPERSTRUCTURE TRUSS CONNECTIONREINFORCEMENT SHCEDULENOTES:

x x x

S-3062

1. WORK THIS SCHEDULE WITH S-100 AND THE SUPERSTRUCTURE TRUSS MAINTENANCE AND REPAIR KEY.2. "x" INDICATES RUST JACKING AND FAILED WELD OBSERVED AT GUSSET OR SPACER PLATE. REFER TO 9/S-306 FOR REPAIR.

1

TRUSS TYPE A TRUSS TYPE B

SCALE: N.T.S.

NOTES:

1. WORK THIS KEY WITH THE SUPERSTRUCTURE TRUSS CONNECTION REINFORCEMENT SCHEDULE AND THE SUPERSTRUCTURE TRUSS PAINTING SCHEDULE.

TRUSS TYPE C

SUPERSTRUCTURE TRUSS MAINTENANCE AND REPAIR KEYS-306

1

NOTES:

T10T11T12T13T14T15T16T17T18T19T20T21T22T23T24T25T26T27T28T29T30T31T32T33T34T35T36T37T38T39T40T41T42T43T44T45T46T47T48

TRUSSTYPE

CCCCCBBBBBBBBBBBBBBBBBBBBBBBBBBBBCCCCCAAAAAAAAAA

ACCESSIBILITYDESIGNATION

(SEE SCHEDULENOTES)

P1P1P2P2P2P2P2P2P2P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P2P2P2P2P2P2P2P1P1P1P1P1P1P1P1P1P1P1P1

TOTAL=

ESTIMATED QUANTITY OFPREPARATION AND PAINTEXCLUDING SECONDARY

FRAMING (SF)

16016045454545454545

20020020020020020020020020020020020020020020020020020020020045454545454545

1601601501501501501501501501501501506770

SUPERSTRUCTURE TRUSSPAINTING SCHEDULE

S-3063

1. WORK THIS SCHEDULE WITH S-100 AND THE SUPERSTRUCTURE TRUSS MAINTENANCEAND REPAIR KEY.

2. PREPARE AND PAINT ACCESSIBLE AREAS OF TRUSSES AND SECONDARY HORIZONTALFRAMING IN ACCORDANCE WITH PROJECT MANUAL. REFER TO 10/S-306. ACCESSIBLEAREAS ARE DEFINED IN THE FOLLOWING NOTES.

3. "P1" INDICATES ENTIRE TRUSS AND ADJACENT SECONDARY HORIZONTAL FRAMING AREACCESSIBLE.

4. "P2" INDICATES INSIDE FACE OF INTERIOR DOUBLE ANGLE CHORD MEMBER ISACCESSIBLE WITHIN THE HEIGHT OF THE LOUVERS ABOVE THE PARAPET. TRUSS ANDADJACENT SECONDARY HORIZONTAL FRAMING ARE FULLY ACCESSIBLE ABOVELOUVERS. OTHER PORTIONS OF TRUSS AND SECONDARY FRAMING ARE INACCESSIBLE.

5. "P3" INDICATES INSIDE FACE OF INTERIOR DOUBLE ANGLE CHORD MEMBER ISACCESSIBLE FOR THE HEIGHT OF THE LOUVERS ABOVE THE BULKHEAD. TRUSS ANDADJACENT SECONDARY HORIZONTAL FRAMING ARE FULLY ACCESSIBLE ABOVELOUVERS. OTHER PORTIONS OF TRUSS AND SECONDARY FRAMING ARE INACCESSIBLE.

6. ESTIMATED TOTAL QUANTITY OF SECONDARY FRAMING TO BE PREPARED AND PAINTED IS1550 SQUARE FEET.

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CONSTRUCTION


SUPERSTRUCTURE

S-30616 16

DFR/WC

IM

exhibit 2 drawings - nysif

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