TRIMBLE PLACE DUANE STREET CHURCH STREET THOMAS STREET COVER SHEET REHABILITATE FACADE STATE INSURANCE FUND HEADQUARTERS 199 CHURCH STREET, NEW YORK, NY 10007 O.G.S. PROJECT NO. 45143-C 1 16 BUILDING SITE PLAN SUPERSTRUCTURE PLAN WEST 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 TOP REMOVAL AND REPAIR DETAILS NEW YORK STATE INSURANCE 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 BUILD SECTIONS/ELEVATIONS. DRAWING # WHERE SECTION/ELEVATION APPEARS. NOTE: 1. GRAPHIC SYMBOLS INDICATED IN LEGEND MAY NOT BE APPLICABLE TO THIS PROJECT. S0 00 THRESHOLD SCALE: 3/4" = 1'-0" 000 S00 # OF DETAIL LETTER IF ELEVATION DRAWING # 1 DRAWING # WHERE SECTION/PLAN DETAIL APPEARS. S0 REMOVAL AND REPAIR DETAILS AT NORTHEAST AND SOUTHEAST CORNERS REMOVAL AND REPAIR DETAILS FOR NORTHWEST AND SOUTHWEST CORNERS REMOVAL AND REPAIR DETAILS FOR WEST FACADE PROJECT NORTH DRAWING # WHERE ELEVATION DETAIL APPEARS. S0 S0 DRAWING # WHERE SECTION/PLAN DETAIL APPEARS. REMOVAL AND REPAIR DETAILS FOR SUPERSTRUCTURE REMOVAL AND REPAIR DETAILS FOR SOUTH FACADE AT 9TH FLOOR REMOVAL AND REPAIR DETAILS FOR SUPERSTRUCTURE
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TRIMBLE PLACE
DU
AN
E S
TRE
ET
CHURCH STREET
THO
MA
S S
TRE
ET
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
AN
E S
TRE
ET
CHURCH STREET
THO
MA
S S
TRE
ET
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
08/16/2017 100% SUBMISSION
Dec
21,
2017
- 3:
35pm
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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
OUTLINE OFROOF BELOW
OUTLINE OFROOF BELOW
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.
APPROX. OUTLINE OF EXISTING COOLING TOWERTO BE REPLACED UNDER SEPARATE CONTRACT
REHABILITATE FACADE
199 CHURCH STREETNEW YORK, NY 10007
STATE INSURANCE FUND
45143-C
08/16/2017 100% SUBMISSION
Dec
21,
2017
- 3:
35pm
C:\U
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DESIGN & CONSTRUCTION
11/17/2017 FINAL SUBMISSION
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
199 CHURCH STREETNEW YORK, NY 10007
STATE INSURANCE FUND
45143-C
08/16/2017 100% SUBMISSION
Dec
21,
2017
- 3:
35pm
C:\U
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DESIGN & CONSTRUCTION
11/22/2017 FINAL SUBMISSION
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 BACKERROD AND SEALANT - TYPE 1 (TYP.)
PROVIDE CONTINUOUS 1/2" WIDEVERTICAL JOINT WITH BACKER
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.
PROVIDE CONTINUOUS 1/2" WIDEVERTICAL JOINT WITH BACKERROD AND SEALANT - TYPE 1 (TYP.)
PROVIDE CONTINUOUS 1/2" WIDEVERTICAL JOINT WITH BACKERROD AND SEALANT - TYPE 1 (TYP.)
PROVIDE CONTINUOUS 1/2" WIDEVERTICAL JOINT WITH BACKER
NORTH PART ELEVATION: BOTTOM (GROUND TO 11TH FLOOR)
MATCH LINE
NORTH KEY ELEVATION
REHABILITATE FACADE
199 CHURCH STREETNEW YORK, NY 10007
STATE INSURANCE FUND
45143-C
08/16/2017 100% SUBMISSION
Dec
21,
2017
- 3:
35pm
C:\U
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DESIGN & CONSTRUCTION
11/22/2017 FINAL SUBMISSION
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)
PROVIDE CONTINUOUS 1/2" WIDEVERTICAL JOINT WITH BACKER
ROD AND SEALANT - TYPE 1 (TYP.)
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.
C. REMOVE EXISTING SEALANT AND PROVIDE REPLACEMENT SEALANT - TYPE 1 AT ALL WINDOWS ABOVE ELEVATION 16'-10 1/2" (APPROX. 1,900 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 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 .
PROVIDE CONTINUOUS 1/2" WIDEVERTICAL JOINT WITH BACKER
ROD AND SEALANT - TYPE 1 (TYP.)
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
199 CHURCH STREETNEW YORK, NY 10007
STATE INSURANCE FUND
45143-C
08/16/2017 100% SUBMISSION
Dec
21,
2017
- 3:
35pm
C:\U
sers
\Pet
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DESIGN & CONSTRUCTION
11/22/2017 FINAL SUBMISSION
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.
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.
SOUTH PART ELEVATION: BOTTOM (GROUND TO 11TH FLOOR)
MATCH LINE
SOUTH KEY ELEVATION
REHABILITATE FACADE
199 CHURCH STREETNEW YORK, NY 10007
STATE INSURANCE FUND
45143-C
08/16/2017 100% SUBMISSION
Dec
21,
2017
- 3:
35pm
C:\U
sers
\Pet
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ppda
ta\lo
cal\t
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AcP
ublis
h_11
180\
P42
00.0
3-S
-200
.dw
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DESIGN & CONSTRUCTION
11/22/2017 FINAL SUBMISSION
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.
C. REMOVE EXISTING SEALANT AND PROVIDE REPLACEMENT SEALANT - TYPE 1 AT ALL WINDOWS ABOVE ELEVATION 16'-10 1/2" (APPROX. 1,900 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. 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
PROVIDE CONTINUOUS 1/2" WIDEVERTICAL JOINT WITH BACKERROD AND SEALANT - TYPE 1 (TYP.)
PROVIDE CONTINUOUS 1/2" WIDEVERTICAL JOINT WITH BACKERROD AND SEALANT - TYPE 1 (TYP.)
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)
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
REMOVE HATCHED CLAYBRICK MASONRY UNITS
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
PROVIDE REPLACEMENTCONCRETE MASONRYUNITS
EXISTING STEELSPANDREL BEAMSBEYOND
EDGE OF NORTH-SOUTHRETURN WALL
REHABILITATE FACADE
199 CHURCH STREETNEW YORK, NY 10007
STATE INSURANCE FUND
45143-C
08/16/2017 100% SUBMISSION
Dec
21,
2017
- 3:
35pm
C:\U
sers
\Pet
er\a
ppda
ta\lo
cal\t
emp\
AcP
ublis
h_11
180\
P42
00.0
3-S
-300
.dw
g
DESIGN & CONSTRUCTION
11/22/2017 FINAL SUBMISSION
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
REMOVE CONCRETEMASONRY UNITS ABOVE
AND BELOW STEEL
REMOVE HATCHEDCLAY BRICKMASONRY UNITS
CONCRETE MASONRYUNITS TO REMAIN
CONCRETE MASONRYUNITS TO REMAIN
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
BY DASHED LINE. UNITS TO BEREMOVED BELOW BEAMS ARE
SHOWN IN SECTION DETAILS
EXISTING SPANDRELBEAM TO REMAIN
EXISTING SPANDRELBEAM TO REMAIN
EXISTING CONCRETEENCASED STEELCOLUMN TO REMAIN
EXISTING CLAY BRICKMASONRY UNITS TOREMAIN
CONCRETE MASONRYUNITS TO REMAIN
CONCRETE MASONRYUNITS TO REMAIN
EXISTING CLAY BRICKMASONRY UNITS TO REMAIN
SCALE: 1 1/2" = 1'-0"
REMOVAL ELEVATION DETAIL 2S-302
SCALE: 1 1/2" = 1'-0"
REMOVAL PLAN DETAIL 3S-302
TYPICAL EXISTING STEPCRACK (WEST FACADE
ONLY)
SCALE: 1 1/2" = 1'-0"
REPAIR SECTION DETAIL 4S-302
PROVIDE REPLACEMENTCLAY BRICK MASONRYUNITS
PROVIDE L5X3 1/2X3/4
EXISTING CLAY BRICKMASONRY UNITS TOREMAIN
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 L5X3 1/2X3/4
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
PROVIDE CONTINUOUS 1/2" WIDE VERTICALJOINT WITH BACKER ROD AND SEALANT - TYPE 1
(SIMILAR ON OTHER SIDE OF CORNER)
SCALE: 1 1/2" = 1'-0"
STEEL INSTALLATION DETAIL 7S-302
9"
1'-3"
PROVIDE L5X3 1/2X3/4
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
PROVIDE REPLACEMENTCONCRETE MASONRYUNITS
PROVIDE REPLACEMENTCONCRETE MASONRYUNITS
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)
REMOVE HATCHED CLAYBRICK MASONRY UNITS
(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
PROVIDE REMEDIAL WALLTIES
REHABILITATE FACADE
199 CHURCH STREETNEW YORK, NY 10007
STATE INSURANCE FUND
45143-C
08/16/2017 100% SUBMISSION
Dec
21,
2017
- 3:
35pm
C:\U
sers
\Pet
er\a
ppda
ta\lo
cal\t
emp\
AcP
ublis
h_11
180\
P42
00.0
3-S
-300
.dw
g
DESIGN & CONSTRUCTION
11/22/2017 FINAL SUBMISSION
CONSTRUCTION
REMOVAL AND REPAIRDETAILS FOR NORTHWEST
AND SOUTHWEST CORNERS
S-30212 16
DFR/WC
IM
SCALE: 1 1/2" = 1'-0"
REMOVAL SECTION DETAIL 1S-303
REMOVE CONCRETEMASONRY UNITS ABOVE
AND BELOW STEEL
REMOVE CONCRETEMASONRY UNITS ABOVE
AND BELOW STEEL
REMOVE HATCHED CLAYBRICK MASONRY UNITS
REMOVE HATCHEDSPANDREL FABRICFLASHING AND GROUT
EXISTING CLAY BRICKMASONRY UNITS TOREMAIN
CONCRETE MASONRYUNITS TO REMAIN
EXISTING WINDOWTO REMAIN
EXISTING WINDOWTO REMAIN
CONCRETE MASONRYUNITS TO REMAIN
EXISTING SPANDRELBEAM TO REMAIN
EXISTING FLOOR SLABTO REMAIN
REMOVE HATCHED CLAY BRICK MASONRYUNITS. REFER TO SECTION DETAILS ANDBRICK REMOVAL DETAIL FOR VERTICALEXTENT OF BRICK TO BE REMOVED
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 CONTINUOUS 1/2" WIDE VERTICALJOINT WITH BACKER ROD AND SEALANT - TYPE 1
PROVIDE L5X3 1/2X3/4
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"
PROVIDE L5X3 1/2X3/4
5/16
5/16
5/16 8
5/16
5/16 8SHOP WELDED(TYP.)
1'-4
"
1
8"
PROVIDE CONTINUOUS 1/2" WIDE VERTICALJOINT WITH BACKER ROD AND SEALANT - TYPE 1
PROVIDE L5X3 1/2X3/4
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.
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.
PROVIDE CONCRETE ENCASEMENTWITH WATERPROOFING ADMIXTURE
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
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 CONCRETE ENCASEMENTWITH WATERPROOFING ADMIXTURE
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
PROVIDE CONCRETE ENCASEMENTWITH WATERPROOFING ADMIXTURE
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
199 CHURCH STREETNEW YORK, NY 10007
STATE INSURANCE FUND
45143-C
08/16/2017 100% SUBMISSION
Dec
21,
2017
- 3:
35pm
C:\U
sers
\Pet
er\a
ppda
ta\lo
cal\t
emp\
AcP
ublis
h_11
180\
P42
00.0
3-S
-300
.dw
g
DESIGN & CONSTRUCTION
11/22/2017 FINAL SUBMISSION
CONSTRUCTION
REMOVAL AND REPAIRDETAILS FOR
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
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
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)
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. 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.
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.