amd_005_drawings.pdf

PDF 9 MB Posted Jul 24, 2019

Attached to: Building 135 Renovation at Watervliet, NY
Solicitation number: W912DS-19-B-0010
Issued by: Department of the Army Corps of Engineers Engineering District New York

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File	Type	Posted
Bid_Abstract.pdf	PDF	Aug 5, 2019
W912DS19B0010-Amendment_0007.pdf	PDF	Jul 29, 2019
amd_005_specifications.pdf	PDF	Jul 24, 2019
photos.pdf	PDF	Jul 24, 2019
building_135_site_walkthrough_sign_in_sheet_(11Jul19).pdf	PDF	Jul 24, 2019
W912DS19B0010-_0006.pdf	PDF	Jul 24, 2019
Amendment_0005.pdf	PDF	Jul 23, 2019
Amendment_0004.pdf	PDF	Jul 15, 2019
Combined_RTA_Sealed_rev_2_(corrected_size_v3).pdf	PDF	Jul 12, 2019
Amendment_0003.pdf	PDF	Jul 12, 2019
Amendment_0001_-B135_RTA_Specs_Vol_I.pdf	PDF	Jul 9, 2019
Amendment_0001.pdf	PDF	Jul 9, 2019
Amendment_0001_Combined_RTA_Sealed_rev_2.pdf	PDF	Jul 9, 2019
B135_RTA_Specs_Vol_II.pdf	PDF	Jun 18, 2019
Combined_RTA_Sealed_Vol_II.pdf	PDF	Jun 18, 2019
B135_RTA_Specs_Vol_III.pdf	PDF	Jun 18, 2019
B135_RTA_Specs_Vol_I.pdf	PDF	Jun 18, 2019
Solicitation_W912DS-19-B-0010.pdf	PDF	Jun 18, 2019
B135_RTA_Specs_Vol_IV.pdf	PDF	Jun 18, 2019
Combined_RTA_Sealed_Vol_I.pdf	PDF	Jun 18, 2019

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LOU V E R

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273233

ROOF REPLACEMENT TYP.

RD RD

RD RD RD

RD RD

RD RD RD

RD RD

ROOF REPLACEMENT

TYP. 1/4" : 12"

ROOF SLOPE (MIN.)

EXISTING STRUCTURAL

SUPPORT TYP. NORTH & SOUTH

EXISTING VENT

EXISTING ROOF ACCESS

LADDER TO ROOF R18

EXISTING ROOF

ACCESS HATCH

RD RD RD RD RD RD

EXISTING ROOF

CURB AND VENT

HOOD TO REMAIN

EXISTING ROOF CURB TO REMAIN

RD RD

R1R2 R3

R4R5R6R7R8R9R10R11R12R13R14R15R16

R17R18

R19

R20

NEW REINFORCED

WALKWAY ON HIGH

AND LOW ROOFS -

TYP

PARAPET

RD RD

A-311

A-312

TYP

A-571

TYP

A-571

PARAPET

21' - 11" 65' - 7" 31' - 5" 486' - 3"

17' - 0" 43' - 0" 17' - 0" 43' - 0" 17' - 0" 43' - 0" 17' - 0" 43' - 0" 17' - 0" 43' - 0" 17' - 0" 43' - 0" 17' - 0" 43' - 0" 17' - 0" 49' - 3"

605' - 2"

34' - 5" 524' - 2" 46' - 7"

PARAPET

EXISTING ACCESS

DOOR TO #R19 ROOF

EXISTING ACCESS DOOR

A-572

A-573

Sim A-571

A-573

A-572

A-573

TYP.

A-573

TYP

A-573

28' - 0"14' - 0"

OD OD OD OD OD OD

EXISTING GAS LINE AND ROOF

SUPPORTS TO REMAIN, E1/A-572

A-572

A-312

TYP

A-573

A-574

A-573

A-574 A3

A-574

EXIST VENT

PIPE AND

EXTENSION

LOW ROOF R19, R20 - BASE BID

MONITOR WELL ROOF R2, R4, R6, R8, R10,

R12, R14, R16 - BASE BID

HIGH-BAY ROOF R18 - OPTION

MONITOR ROOF R1, R3, R5, R7, R9, R11, R13, R15,

R17 - OPTION

ROOF PLAN LEGEND

RD ROOF DRAIN

R1 ROOF SECTION FOR REFERENCE

MECHANICAL VENT ON CURB - EXISTING

FLUE PIPE THROUGH ROOF - EXISTING

PIPE PENETRATION THROUGH ROOF - EXISTING

ADHERED WALKWAY APPROVED FOR ROOFING

MATERIAL AND IN-LINE WITH ROOF WARRANTY

NEW OVERFLOW SCUPPER DRAIN, A1/A-572 TYPICALOD

GENERAL ROOF PLAN NOTES:

1. FOR ARCHITECTURAL GENERAL NOTES, MATERIAL

LEGEND, AND ABBREVIATIONS REFER TO SHEET

AG001.

2. REFERENCE ELECTRICAL PLANS FOR LOCATIONS OF

LIGHTING PROTECTION

3. REFERENCE MECHANICAL PLANS FOR LOCATIONS OF

ROOF TOP EQUIPMENT.

4. REINSTALL EXISTING LIGHTNING PROTECTION RODS,

CABLES, AND FASTENERS . COORDINATE

REATTACHMENT WITH ROOF WARRANTY. REPLACE

COMPONENTS THAT ARE DAMAGED OR PAINTED.

5. NEW MECH CURBS SHALL BE FIELD LOCATED AND

FIELD VERIFIED. SEE TYPICAL CURB DETAIL E8/A-572.

6. OSHA FALL PROTECTION WILL BE PROVIDED IN FORM

OF WEIGHTED RAILING SYSTEM AND SHALL BE

LOCATED AT THE FOLLOWING LOCATIONS:

• EQUIPMENT WITHIN 10’ OF ROOF EDGE

• ROOF LADDER ENTRY AT UNPROTECTED ROOF

EDGES

• ROOF ACCESS WITHIN 10’ OF UNPROTECTED

ROOF EDGE.

• ROOF HATCH ON ROOF R20 WILL HAVE

ATTACHED RAILING.

SLOPE1/4:12

SLOPE1/4: 12

SUMPED ROOF DRAIN

MIN (1:12)

TAPERED SADDLE

MAX 1/2:12

MIN 1/4:12

SEE PLAN

ROOF DRAIN

A7/A-571

D E

N E

D B

D W

N B

C K

D B

E N

A M

P L O

T S

C A

L E

L O

T D

A T

D A

T E

P R

O J E

C T

N O

O N

T R

A C

T N

W D

S -1

-D

-0

A F

D R

A W

C O

D E

NEKEY PLAN

S O

N N

US ARMY CORPS

OF ENGINEERS

New York District

SHEET ID

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E W

Y O

R K

T R

E D

E R

A L P

L A

Z A

N E

W Y

O R

K N

A R

D P

A R

K W

A Y

A N

S A

S C

1 753 92 864 10

W A

T E

R V

T A

R S

E N

A L N

E W

Y O

R K

R E

P A

A C

Y D

E F

N C

P N

READY TO ADVERTISE

P R

M A

A s i n d ic a te d

A-021

O V

E R

A L L R

O O

F P

L A

B .B

O R

T Z

M .G

R U

H A

L A

B .B

O R

T Z

E N

T R

A L

SCALE: 1/32" = 1'-0"A1

OVERALL ROOF PLAN

16'0 32' 64'

ROOFING NOTES:

SCALE: 1/4" = 1'-0"B7

ROOF SADDLE DIAGRAM

S Y

D E

S C

N D

A T

E A

P P

E A

D Y

T O

A D

V E

R T

/2 /1

A B

M E

N D

M E

N T

/1 /1

A B

EXISTING ROOFING SYSTEMS SHALL BE REMOVED IN ITS ENTIRETY TO THE EXISTING WOOD TONGUE AND GROOVE DECKING. EXISTING ROOFING MATERIALS INCLUDING EPDM MEMBRANE, COVER BOARDS , INSULATION, VAPOR BARRIERS, SUBSTRATE BOARDS AND DRIP EDGE FLASHING. EXISTING PARAPET PLYWOOD SUBSTRATE SHALL REMAIN IN PLACE AND BE REUSED TO GREATEST EXTENT POSSIBLE. EXISTING ROOFS ARE COMPOSED OF MULTIPLE COMPONENTS AND WHICH MAY OR MAY NOT BE CONSISTENT PER SIMILAR ROOF LOCATIONS PER THE DRAWINGS, SPECIFICATION 07 22 00 ATTACHMENT "EXISTING ROOF TEST REPORT" IS PROVIDED "FOR REFERENCE ONLY" CONTAINING EXISTING ROOF COMPOSITES AND PRELIMINARY FASTENER PULL TEST. IT IS THE CONTRACTOR’S RESPONSIBILITY TO TEST ALL EXISTING WOOD DECKING FOR MECHANICAL FASTENER PULLOUT FOR ROOFING MANUFACTURERS RECOMMENDED SCREW ATTACHMENT PATTERNS TO MEET THE ROOF WIND UPLIFT AS SPECIFIED. ROOF PULL OUT TESTING SHALL BE CONDUCTED USING ROOFING FASTENERS AS SUBMITTED FOR ROFOFING SYSTEM AS RECOMMENDED BY MANUFACTURER AND TESTED PER "ANSI/SPRI FX-1 2016". CONTRACTOR SHALL REMOVE AND REPLACE ALL DAMAGED WOOD DECKING OR BOARDS AFTER INSPECTIION IF NOT SUITABLE FOR NEW ROOF SYSTEM INSTALLATION. ROOF DECK SHALL BE REPAINTED TO MATCH EXISTING AT INTERIOR WHERE REPLACED. ALL SUPPORTING STRUCTURE EXPOSED SHALL BE EXAMINED FOR DAMAGE REQUIRING REPLACEMENT.

CONTRACTING OFFICER SHALL BE INFORMED OF ALL DAMAGED ITEMS REQUIRING REPLACEMENT.

MONITOR WELL ROOF R2 THRU R-16: EXISTING STRUCTURE IS SLOPED AT 3/32 : 12 IN NORTH/SOUTH DIRECTION. ALL NEW INSULATION AT ROOF WILL REQUIRE RE-SLOPING TO ACHIEVE MINIMAL 1/4: 12 SLOPE. A MINIMAL 2" BASE LAYER SHALL BE PROVIDED WITH TAPERED INSULATION TO ACHIEVE ROOF SLOPE. CENTER TAPERED SADDLE SHALL BE A MIN 1/2 : 12 SLOPE. SEE DETAIL B7/A-021 FOR ROOF SADDLE DIAGRAM.

MONITOR ROOF R1 THRU R-15 EXISTING STRUCTURE IS SLOPES FROM EDGE TO THE CENTER AT 3/32 : 12 IN NORTH/SOUTH DIRECTION. ALL NEW INSULATION AT ROOFS WILL REQUIRE RE-SLOPING TO ACHIEVE MINIMAL 1/4: 12 SLOPE. A MINIMAL 3" BASE LAYER SHALL BE PROVIDED WITH TAPERED INSULATION TO ACHIEVE ROOF SLOPE. CENTER TAPERED SADDLE SHALL BE A MIN 1/4 : 12 SLOPE. SEE DETAIL B7/A-021 FOR ROOF SADDLE DIAGRAM. ROOFS HAVE EXISTING MECHANICAL EQUIPMENT ON ROOF CURBS. NEW INSULATION REQUIREMENT IS TWICE THE THICKNESS OF OLDER ROOF, EXISTING EQUIPMENT CURBS SHALL BE REPLACED WITH PREMANUFACTURED CURBS ALLOWING FOR PROPER CURB HEIGHT AND ROOF FLASHING DETAIL.

MONITOR ROOF R17: EXISTING STRUCTURE IS SLOPES AT 3/32 : 12 IN NORTH/SOUTH DIRECTION. ALL NEW INSULATION AT ROOFS WILL REQUIRE RE-SLOPING TO ACHIEVE MINIMAL 1/4: 12 SLOPE. TAPERED CRICKETS SHALL BE A MIN 1/4 : 12 SLOPE. A MINIMAL 4" BASE

LAYER SHALL BE PROVIDED WITH TAPERED INSULATION TO ACHIEVE ROOF SLOPE.

ROOF R18 EXISTING STRUCTURE IS SLOPES AT 3/32 : 12 IN EAST/WEST DIRECTION. ALL NEW INSULATION FOR ROOFS WILL REQUIRE RE-SLOPING TO ACHIEVE MINIMAL 1/4: 12 SLOPE. A MINIMAL 3" BASE LAYER SHALL BE PROVIDED WITH TAPERED INSULATION FOR REMAINING SLOPE. CENTER SADDLE SHALL BE A MIN 1/2 : 12 SLOPE TO DRAINS. SEE DETAIL B7/A-021 FOR ROOF SADDLE DIAGRAM. WEST END OF ROOF WILL HAVE TAPERED CRICKETS TO ROOF DRAINS. ROOFS HAVE EXISTING MECHANICAL EQUIPMENT ON ROOF CURBS. NEW INSULATION REQUIREMENT IS TWICE THE THICKNESS OF OLDER ROOF EXISTING EQUIPMENT CURBS SHALL BE REPLACED WITH PREMANUFACTURED CURBS ALLOWING FOR PROPER CURB HEIGHT AND ROOF FLASHING DETAIL. A MINIMAL 4" BASE LAYER

SHALL BE PROVIDED WITH TAPERED INSULATION TO ACHIEVE ROOF SLOPE.

ROOF R19 EXISTING STRUCTURE IS SLOPES AT 5/16 : 12 FROM NORTH/SOUTH DIRECTION. ALL NEW INSULATION SHALL FOLLOW EXISTING SLOPE WITH TAPERED CRICKETS AT DRAINS. TAPERED INSULATION CRICKETS AT ROOF DRAINS. NEW OVERFLOW SCUPPER SHALL BE ADDED TO SOUTH PARAPET LOCATED NEAR DRAIN LOCATIONS. A MINIMAL 5" BASE LAYER SHALL BE PROVIDED.

ROOF R20 EXISTING STRUCTURE IS SLOPES AT 5/16 : 12 FROM WEST/EAST DIRECTION. ALL NEW INSULATION SHALL FOLLOW EXISTING SLOPE WITH TAPERED CRICKETS AT DRAINS. TAPERED INSULATION CRICKETS AT ROOF DRAINS. NEW OVERFLOW SCUPPER SHALL BE ADDED TO SOUTH PARAPET LOCATED NEAR DRAIN LOCATIONS. A MINIMAL 5" BASE LAYER SHALL BE PROVIDED.

23456

110A

117A

116 115

W01 W01

EX1

8' - 0"

"H2AA

S2ADS2AD

OFFICE

CORRIDOR

110A

OFFICE

MEN

WOMEN

WOMEN LOCKER

115A

MEN LOCKER

118A

MEN

STAIRS

117A

UTILITY

ELECTRICAL

NEW RESILIENT FLOORING

S2AC

EX1

S2AC

A13

"5' - 0"

A14

EWC

F111B

F111A

S1AC

A15A15

A13

5' - 0"

A R

A-311

CLR

4' - 0"

6' - 0" 10 T = 9' - 2" 4' - 6"

STR-102

A-312

SIM

A-420

127EXIST FE

NOTE: OFFICE 111 SCOPE OF WORK

1. INSTALL FIRE SHUTTERS TO WINDOWS

2. MODIFY EXISTING WALLS FOR INSTALLATION OF STEEL ANGLES

AND FIRE SHUTTER. PATCH AND REPAIR WALL PAINT NORTH

WALL TO MATCH EXISTING.

3. MODIFY EXISTING CEILING, REMOVE CEILING TILE AND GRID AS

REQUIRED FOR INSTALLATION OF FIRE SHUTTER. STORE

EXISTING CEILING FOR RE-INSTALLATION ONCE FIRE SHUTTERS

AND ASSOCIATED WORK IS COMPLETE.

4. MODIFY EXISTING HVAC DIFFUSERS

5. PROVIDE NEW FUSIBLE LINK FOR FIRE SHUTTER.

6. PROTECT ROOM FROM CONSTRUCTION DEBRIS.

7. RE-INSTALL EXISTING HVAC UNIT. SEE MECHANICAL

L-6

1' - 6"

NOTE:

SHOWER INSERTS REQUIRE 1" RECESS IN

SLAB FOR INSTALLATION , CONTRACTOR

COORDINATE WITH SHOWER

MANUFACTURER FOR INSTALLATION.

A01

A01 A01

A08

A01

A11

A03

A13

A03

A12

A01

EXISTING

CONCRETE STAIRS

A19 A19

A19

A20

1' - 0"

23456

W01 W01 W01 W01 W01 W01

W01

W02

S2AD

UNASSIGNED

CORRIDOR

EX1

HATCHED AREA INDICATED FLOOR

CONSTRUCTION TO LEVEL (+3") WITH ADJACENT

EXISTING FLOORING.

PROVIDE 2" GALVANIZED METAL DECKING,

SPANNING PERPENDICULAR TO FLOOR JOIST

DIRECTION WITH (2) LAYERS OF 1/2" PLYWOOD

DECKING. APPLY FIRST LAYER OF PLYWOOD

LONG EDGE PERPENDICULAR TO METAL RIBS

AND STAGER ROWS OF PLYWOOD. PROVIDE

BLOCKING AS REQUIRED TO SUPPORT

UNSUPPORTED EDGES. SECOND LAY ATTACH

PERPENDICULAR TO FIRST LAY AND STAGER

JOINTS. APPLY FLOOR FINISH AS SCHEDULED.

NEW GALVANIZED METAL STAIR WITH

WOVEN WIRE MESH GUARD RAIL AND

HAND RAIL. CONCRETE TREAD AND

CLOSED METAL RISERS

5' - 9" 10 T @ 11" = 9' - 2" 4' - 8"

EXISTING

CONCRETE STAIRS

6' - 0"

9' - 9" 10' - 0" 10' - 0" 20' - 0"

UNASSIGNED

207 208 209 210

F206

S2AD

S2AA

A15A15

WALL INFILL TO MATCH

EXISTING CONSTRUCTION

PAINT BOTH SIDES

A-311

6' - 0"

19' - 10"

S2AA

S2AAS2AA

STR-102

EX1

A-312

SIM

L-2 ABOVE

AREA OF REFUGE (30"X48")

2-WAY COMMUNICATION

ALIGN FINISH FLOOR

PATCH AND

REPAIR GYPSUM

BOARD WALLS AS

REQUIRED - PAINT

EXIST FIRE RISER

EX1

EX1EX1 EX1

1' - 0" 1' - 0"

A21

BRICK INFILL

AREA NOT IN SCOPE OF WORK

SCOPE OF WORK LEGEND

NEW CONCRETE SLAB INFILL

D E

N E

D B

D W

N B

C K

D B

E N

A M

P L O

T S

C A

L E

L O

T D

A T

D A

T E

P R

O J E

C T

N O

O N

T R

A C

T N

W D

S -1

-D

-0

A F

D R

A W

C O

D E

NEKEY PLAN

S O

N N

US ARMY CORPS

OF ENGINEERS

New York District

SHEET ID

U .S

R M

Y C

O R

P S

O F

E N

E E

Y O

R K

T R

E D

E R

A L P

L A

Z A

N E

W Y

O R

K N

A R

D P

A R

K W

A Y

A N

S A

S C

1 753 92 864 10

W A

T E

R V

T A

R S

E N

A L N

E W

Y O

R K

R E

P A

A C

Y D

E F

N C

P N

READY TO ADVERTISE

P R

M A

A-101

F L O

O R

P L A

N A

R E

A S

O R

T H

E A

S T

B .B

O R

T Z

M .G

R U

H A

L A

B .B

O R

T Z

E N

T R

A L

SCALE: 3/16" = 1'-0"A1

GROUND FLOOR PLAN - NE CORNER

0 4' 8' 12' N

TOILET ACCESSORY SCHEDULE

KEY DESCRIPTION

T-01 GRAB BARS 36" LONG, 42" LONG AND 18" VERTICAL

T-02 GRAB BARS 42" LONG AND 18" VERTICAL

T-03 TOILET TISSUE DISPENSER

T-04 WALL MOUNTED SOAP DISPENSER (GFGI)

T-05 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL

T-06 WASTE RECEPTACLE

T-07 MIRROR (18' WIDE x 36" HIGH)

T-08 UTILITY SHELF W/2 HOOKS 3 HOLDERS & 1 DRYING

ROD - 30" W

T-09 GRAB BAR - SHOWER (SEE SPEC 22 20 00)

T-10 PAPER TOWEL DISPENSER (GFGI)

T-11 SHOWER CURTAIN, HOOKS AND ROD (SEE SPEC 22 20

00)

T-12 SOAP HOLDER (SEE SPEC 22 20 00)

T-14 TOWEL BAR

T-15 TOWEL PIN

T-16 REVERSIBLE SOLID PHENOLIC FOLDING SHOWER

SEAT (SEE SPEC 22 20 00)

FLOOR PLAN KEYNOTE LEGEND

NUMBER KEYNOTE

A01 NEW DOOR

A03 NEW PHENOLIC ACCESSIBLE BENCH

A08 NEW SURFACE MOUNTED DRINKING FOUNTAIN (2)

WITH BOTTLE FILLER

A11 NEW 2X2 MOP SINK

A12 NEW DOUBLE TIER LOCKERS (DTC-1)

A13 NEW PHENOLIC BENCH - 12" WIDE

A14 NEW SCREEN WALL (TOILET PARTITION TYPE)

A15 NEW 1 1/2" DIA PAINTED STEEL WALL MOUNTED

HANDRAIL, PATCH AND REPAIR AS REQUIRED - SEE

SHEET A-411

A16 PLATFORM ANCHORS SHALL PENETRATE THROUGH

NEW CONCRETE TOPING AND ANCHOR INTO EXISTING

SLAB BELOW.

A17 NEW 2" CONCRETE INFILL WITH 2" WELDED WIRE

MESH

A18 HATCH INDICATES NEW 2" FIBER BLOCK INFILL TO BE

PROVIDED AT LOCATIONS WHERE WOOD BLOCK IS

REMOVED FOR INSTALLTION OF NEW STAIR TO

EXISTING CONCRETE SLAB BELOW

A19 NEW CONCRETE SLAB

A20 BRICK FILL EXISTING AIR TRANSFER GRILL - PAINT

EXTERIOR TO MATCH

A21 STEEL COVER PLATE

SCALE: 3/16" = 1'-0"D1

SECOND FLOOR PLAN - NE CORNER

S Y

D E

S C

N D

A T

E A

P P

E A

D Y

T O

A D

V E

R T

/2 /1

A B

M E

N D

M E

N T

/1 /1

312732

OFFICE

OPEN OFFICE

OFFICE

W01W02W01W01

W01

S2AA

S2AA S2AA S2AA

200B

201 202 203 204

200A

4' - 0"

EX1

4' - 6" 10 T @ 11" = 9' - 2" 6' - 0"

8" 4'

A R

ACCESSIBLE PLATFORM LIFT

(MIN 36" X54" PLATFORM)

9' - 6" 9' - 6" 9' - 6"

F200

4' - 4"

F1CA

NEW PAINTED METAL STAIR METAL PAN

WITH CONCRETE FILL TREAD AND

CLOSED METAL RISERS WITH WOVEN

WIRE MESH GUARDRAIL AND HANDRAIL.

PAINT EXISTING

ACCESS LADDER

NEW GALVANIZED METAL STAIR WITH

WOVEN WIRE MESH GUARD RAIL AND

HAND RAIL. CONCRETE TREAD AND

CLOSED METAL RISERS

1' - 4"

EXISTING STEEL COLUMN

F1CA TYP

6' - 7"

CLR

2' - 3"

AREA OF REFUGE

(30"X48")

2-WAY COMMUNICATION

A-311

A-402

A-311

19' - 8"

STR-101

STR-103

SIM OPP

A-312

BRICK INFILL TO

MATCH EXISTING

PAINT BOTH SIDES

L-3

L-5

A01A01

EXIST BRICK

PILASTER

EXIST FIRE RISER

1' - 0"

A21

BRICK INFILL

A-623

101 101A

100A 100

MEN

MEN LOCKER

100A

JANITOR CLOSET

101A

WOMEN

101B

BREAK ROOM

W01W01W01

W01

W02

S1AA

101B

EX1

S2AA

S1AD S2AA

S1AC

ACCESSIBLE PLATFORM LIFT

(MIN 36" X54" PLATFORM)

2' - 3" 4' - 4"

CLEAR

6' - 2 1/2"

4' - 0" 6'

4' - 6" 10 T @ 11" = 9' - 2" 6' - 0"

EWC

REF

NIC

REF

NIC

MIC

(NIC)

COFFEE

(NIC)

A B

E N

C H

EX1 EX1

A13

F101B

F101A

T-04

T-08

T-03

T-07

A-311

CLR

4' - 0"

4" 4'

A-402

PAINTED METAL STAIR, METAL PAN

WITH CONCRETE FILL TREAD AND

CLOSED METAL RISERS WITH WOVEN

WIRE MESH GUARDRAIL AND HANDRAIL.

S1AC

A-751 A5

STR-103

STR-101

A-312

A-311

SIM OPP

A-420

A14

EXIST FE

5' - 6"

S1AD

S1AC

S2AA

5' - 3"

7' - 0"

" A17

A16

A18

A08

A03

A11

A12

TYP

A01

A01 A01

A01A01

A01

A19

S1AD

EX1

8' - 5"

EXIST BRICK

PILASTER

1' - 0"

AREA NOT IN SCOPE OF WORK

SCOPE OF WORK LEGEND

NEW CONCRETE SLAB INFILL

D E

N E

D B

D W

N B

C K

D B

E N

A M

P L O

T S

C A

L E

L O

T D

A T

D A

T E

P R

O J E

C T

N O

O N

T R

A C

T N

W D

S -1

-D

-0

A F

D R

A W

C O

D E

NEKEY PLAN

S O

N N

US ARMY CORPS

OF ENGINEERS

New York District

SHEET ID

U .S

R M

Y C

O R

P S

O F

E N

E E

Y O

R K

T R

E D

E R

A L P

L A

Z A

N E

W Y

O R

K N

A R

D P

A R

K W

A Y

A N

S A

S C

1 753 92 864 10

W A

T E

R V

T A

R S

E N

A L N

E W

Y O

R K

R E

P A

A C

Y D

E F

N C

P N

READY TO ADVERTISE

P R

M A

A-102

F L O

O R

P L A

N A

R E

A S

O U

T H

E A

S T

B .B

O R

T Z

M .G

R U

H A

L A

B .B

O R

T Z

E N

T R

A L

SCALE: 3/16" = 1'-0"D1

SECOND FLOOR PLAN - SE CORNER

0 4' 8' 12'

SCALE: 3/16" = 1'-0"A1

GROUND FLOOR PLAN - SE CORNER

TOILET ACCESSORY SCHEDULE

KEY DESCRIPTION

T-01 GRAB BARS 36" LONG, 42" LONG AND 18" VERTICAL

T-02 GRAB BARS 42" LONG AND 18" VERTICAL

T-03 TOILET TISSUE DISPENSER

T-04 WALL MOUNTED SOAP DISPENSER (GFGI)

T-05 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL

T-06 WASTE RECEPTACLE

T-07 MIRROR (18' WIDE x 36" HIGH)

T-08 UTILITY SHELF W/2 HOOKS 3 HOLDERS & 1 DRYING

ROD - 30" W

T-09 GRAB BAR - SHOWER (SEE SPEC 22 20 00)

T-10 PAPER TOWEL DISPENSER (GFGI)

T-11 SHOWER CURTAIN, HOOKS AND ROD (SEE SPEC 22 20

00)

T-12 SOAP HOLDER (SEE SPEC 22 20 00)

T-14 TOWEL BAR

T-15 TOWEL PIN

T-16 REVERSIBLE SOLID PHENOLIC FOLDING SHOWER

SEAT (SEE SPEC 22 20 00)

FLOOR PLAN KEYNOTE LEGEND

NUMBER KEYNOTE

A01 NEW DOOR

A03 NEW PHENOLIC ACCESSIBLE BENCH

A08 NEW SURFACE MOUNTED DRINKING FOUNTAIN (2)

WITH BOTTLE FILLER

A11 NEW 2X2 MOP SINK

A12 NEW DOUBLE TIER LOCKERS (DTC-1)

A13 NEW PHENOLIC BENCH - 12" WIDE

A14 NEW SCREEN WALL (TOILET PARTITION TYPE)

A15 NEW 1 1/2" DIA PAINTED STEEL WALL MOUNTED

HANDRAIL, PATCH AND REPAIR AS REQUIRED - SEE

SHEET A-411

A16 PLATFORM ANCHORS SHALL PENETRATE THROUGH

NEW CONCRETE TOPING AND ANCHOR INTO EXISTING

SLAB BELOW.

A17 NEW 2" CONCRETE INFILL WITH 2" WELDED WIRE

MESH

A18 HATCH INDICATES NEW 2" FIBER BLOCK INFILL TO BE

PROVIDED AT LOCATIONS WHERE WOOD BLOCK IS

REMOVED FOR INSTALLTION OF NEW STAIR TO

EXISTING CONCRETE SLAB BELOW

A19 NEW CONCRETE SLAB

A20 BRICK FILL EXISTING AIR TRANSFER GRILL - PAINT

EXTERIOR TO MATCH

A21 STEEL COVER PLATE

S Y

D E

S C

N D

A T

E A

P P

E A

D Y

T O

A D

V E

R T

/2 /1

A B

M E

N D

M E

N T

/1 /1

0"9'

20' - 0"

A-571

REMOVE EXIST LADDER TO INSTALL NEW WOOD

FASCIA AND ROOFING, PROVIDE BLOCKING AS

REQ'D, REINSTALL EXIST LADDER AND SEAL AS

REQ'D SEE PLAN FOR LOCATION

ROOFING SYSTEM:

FULLY ADHERED EPDM

RIGID INSULATION (MIN R30)

1/4" UNDERLAYMENT BOARD

EXIST ROOF STRUCTURE

ROOFING SYSTEM:

FULLY ADHERED EPDM

RIGID INSULATION (MIN R30)

1/4" UNDERLAYMENT BOARD

EXIST CORRUGATED CAST WIRE GLASS

EXIST WOOD ROOF JOIST

SLOPE: 1/4: 12 (MIN.)

151' -9"

LOW ROOF LEVEL

158' - 11"

HIGH ROOF LEVEL

157' -10"

TO TRUSS

150' -0"

BO TRUSS

NEW ROOF DRAIN. COORDINATE WITH NEW

ROOFING AND EXIST DRAIN LEADER

A-573

TYP.

ROOF SADDLE BEYOND

NEW ROOF DRAIN

BLOCKING

NEW DRAIN PIPE SEE MECH

2" 4"

1/ 2"

A-571

E R

O P

E N

E R

O P

E N

E R

"NE SECOND FLOOR

IS BUILT UP .

SE FLOOR LEVEL IS

CONSISTENT

RE: PLANS

A-662

112' -4"

SECOND FLOOR

A-662

LAY-IN CEILING

EXIST WOOD JOIST AND

FLOOR SHEATHING

THERMALLY BROKEN AL WINDOW

ROOFING SYSTEM:

FULLY ADHERED EPDM

RIGID INSULATION (MIN R30)

1/4" UNDERLAYMENT BOARD

EXIST WOOD JOIST

EXIST 3/4" WOOD DECKING

100' - 0

GROUND FLOOR

A-662

SIM

A-662

A-571

EXISTING SHEATHING. INSPECT AND

REPLACE AS NEEDED PRIOR TO

INSTALLATION OF NEW ROOF (TYP.)

A-571

EXIST CORRUGATED CAST WIRE GLASS

151' -9"

LOW ROOF LEVEL

158' - 11"

HIGH ROOF LEVEL

157' -10"

TO TRUSS

150' -0"

BO TRUSS

TYP.

SLOPE: 1/4: 12 (MIN.)

ROOFING SYSTEM:

FULLY ADHERED EPDM

RIGID INSULATION (MIN R30)

1/4" UNDERLAYMENT BOARD

EXIST WOOD ROOF JOIST

NEW ROOF DRAIN. COORDINATE WITH NEW

ROOFING AND EXIST DRAIN LEADER

ROOF SADDLE BEYOND

A-571

EXIST STRUCTURE

SLOPE: 3/32: 12 (MIN.)

3" 5"

A P

P R

O X

A P

P R

O X

40' - 0"

20' - 0" 2' - 0" F.V.

A-571

TYP.

D E

N E

D B

D W

N B

C K

D B

E N

A M

P L O

T S

C A

L E

L O

T D

A T

D A

T E

P R

O J E

C T

N O

O N

T R

A C

T N

W D

S -1

-D

-0

A F

D R

A W

C O

D E

S O

N N

US ARMY CORPS

OF ENGINEERS

New York District

SHEET ID

U .S

R M

Y C

O R

P S

O F

E N

E E

Y O

R K

T R

E D

E R

A L P

L A

Z A

N E

W Y

O R

K N

A R

D P

A R

K W

A Y

A N

S A

S C

1 753 92 864 10

W A

T E

R V

T A

R S

E N

A L N

E W

Y O

R K

R E

P A

A C

Y D

E F

N C

P N

READY TO ADVERTISE

P R

M A

A s i n d ic a te d

A-312

W A

L L S

E C

N S

B .B

O R

T Z

M .G

R U

H A

L A

C .B

A R

E N

T R

A L

SCALE: 1/2" = 1'-0"A1

WALL SECTION - ROOF

0 1' 2' 4'

SCALE: 1/2" = 1'-0"A8

WALL SECTION - FIRE SHUTTER

0 1' 2' 4'

SCALE: 3/8" = 1'-0"E1

WALL SECTION - MONITOR ROOF

0 2' 4' 6'

S Y

D E

S C

N D

A T

E A

P P

E A

D Y

T O

A D

V E

R T

/2 /1

A B

M E

N D

M E

N T

/1 /1

117A

116 115

EX1

8' - 0"

"H2AA

S2ADS2AD

OFFICE

WOMEN

WOMEN LOCKER

115A

MEN LOCKER

118A

MEN

STAIRS

117A

UTILITY

S2AC S1AF

S2AC

EX1

E Q

C L R

E Q

F .V

T O

E X

I S T

W A

L L

F .V

3' - 3" CLR

S2AC

2' - 1"

F .V

T-09

T-16

T-11

T-15

T-14T-11

T-03

5' - 0"

A14

S1AC

T-02

T-01

T-15T-14

T-04

T-12

A13

A-311

T-16

A-421 A1C1

T-12

T-11

A-422A1

T-03

COORDINATE ALL

SURFACE PLUMBING

W/ GRAB BAR AS

REQ'D

T-10

T-07

T-04

T-07

T-04

T-07

T-04

T-07

T-10

A-422

A-424

C6D6

A-424 C4

A-421 F5

T-07

T-04

T-07

3' - 0" 6' - 11"

CLEAR

5' - 0"

T-03

T-02

C L E

A R

CLEAR

5' - 0"

C L E

A R

T-06

T-10

TYP

A-701

TYP

A-701

T-06

T-10

TYP

A-701

TYP

A-701

C L R

ABA BENCH

H C

O R

A R

A N

C E

(3 0"

3' - 6"

A B

E N

C H

HC FLOOR

CLEARANCE

(30'X48")

B E

N C

BENCH

B E

N C

B E

N C

C L R

3' - 3" CLR

AMBULATORY

C L E

A R

C L E

A R

T Y

2' - 0"

1' - 8"

EQ EQ

A12

TYP

A13

A12

A11

T-08

EWC

910111213

S2AC

FILLER

W01 W01

A03

A13

T-05

T-03

T-01

T-03

T-05

T-02

T-03

T-05

1' - 8" 3' - 8" ALIGN

ALIGN

2' - 0"

F1BB

EX1

F1BB

W/ DECORATIVE PRIVACY FILM W/ DECORATIVE PRIVACY FILM

2' - 6"

1' - 6"

A15 A15

OVERHEAD BRACING

101A

100A 100

MEN

MEN LOCKER

100A

JANITOR CLOSET

101A

WOMEN

101B

W01W02

S1AA

101B

S2AA

S1AC

A B

E N

C H

NEW 2X2 MOP SINK

EX1

A13

T-04

T-08

T-05

T-04

T-01

T-03

T-07

A-311

S1AC

A-423 E6

A-423 A1

A-424

C1D1

1' - 8"

1' - 4"

F .V

F A

C E

O F

W A

L L

T O

E X

EQ EQ

F .V

T-07

URINAL

PARTITION

2' - 0"

HC FLOOR

CLEARANCE

(30"X48")

T-06 T-06

T-10 T-10

T-06

T-10

5 3/4"

S1AC

B E

N C

H B

E N

C H

C L E

A R

A12

T-03

T-02

T-01

T-03

A11

A03

C L E

A R

C L E

A R

T Y

T-07

PAINT

EXISTING

STEEL

8' - 5"

8' - 0" CLR

W/ DECORATIVE PRIVACY FILMW/ DECORATIVE PRIVACY FILM

S1AD

EXISTING BRICK PILASTER F.V.

SET STUDS EITHER SIDE FUR

OUT AS REQUIRED, ALLOW

SUBSTRATE AND TILE TO PASS

1' - 9" 4' - 0"

AREA NOT IN SCOPE OF WORK

SCOPE OF WORK LEGEND

D E

N E

D B

D W

N B

C K

D B

E N

A M

P L O

T S

C A

L E

L O

T D

A T

D A

T E

P R

O J E

C T

N O

O N

T R

A C

T N

W D

S -1

-D

-0

A F

D R

A W

C O

D E

NEKEY PLAN

S O

N N

US ARMY CORPS

OF ENGINEERS

New York District

SHEET ID

U .S

R M

Y C

O R

P S

O F

E N

E E

Y O

R K

T R

E D

E R

A L P

L A

Z A

N E

W Y

O R

K N

A R

D P

A R

K W

A Y

A N

S A

S C

1 753 92 864 10

W A

T E

R V

T A

R S

E N

A L N

E W

Y O

R K

R E

P A

A C

Y D

E F

N C

P N

READY TO ADVERTISE

P R

M A

A s i n d ic a te d

A-420

T O

T P

L A

N S

B .B

O R

T Z

M .G

R U

H A

L A

N .H

O R

Y N

E N

T R

A L

SCALE: 3/8" = 1'-0"A1

ROUND FLOOR PLAN - NE CORNER TOILET

SCALE: 3/8" = 1'-0"A6

GROUND FLOOR PLAN - SE CORNER TOILET

TOILET ACCESSORY SCHEDULE

KEY DESCRIPTION

T-01 GRAB BARS 36" LONG, 42" LONG AND 18" VERTICAL

T-02 GRAB BARS 42" LONG AND 18" VERTICAL

T-03 TOILET TISSUE DISPENSER

T-04 WALL MOUNTED SOAP DISPENSER (GFGI)

T-05 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL

T-06 WASTE RECEPTACLE

T-07 MIRROR (18' WIDE x 36" HIGH)

T-08 UTILITY SHELF W/2 HOOKS 3 HOLDERS & 1 DRYING

ROD - 30" W

T-09 GRAB BAR - SHOWER (SEE SPEC 22 20 00)

T-10 PAPER TOWEL DISPENSER (GFGI)

T-11 SHOWER CURTAIN, HOOKS AND ROD (SEE SPEC 22 20

00)

T-12 SOAP HOLDER (SEE SPEC 22 20 00)

T-14 TOWEL BAR

T-15 TOWEL PIN

T-16 REVERSIBLE SOLID PHENOLIC FOLDING SHOWER

SEAT (SEE SPEC 22 20 00)

N 0 2' 4' 6' 0 2' 4' 6'

FLOOR PLAN KEYNOTE LEGEND

NUMBER KEYNOTE

A01 NEW DOOR

A03 NEW PHENOLIC ACCESSIBLE BENCH

A08 NEW SURFACE MOUNTED DRINKING FOUNTAIN (2)

WITH BOTTLE FILLER

A11 NEW 2X2 MOP SINK

A12 NEW DOUBLE TIER LOCKERS (DTC-1)

A13 NEW PHENOLIC BENCH - 12" WIDE

A14 NEW SCREEN WALL (TOILET PARTITION TYPE)

A15 NEW 1 1/2" DIA PAINTED STEEL WALL MOUNTED

HANDRAIL, PATCH AND REPAIR AS REQUIRED - SEE

SHEET A-411

A16 PLATFORM ANCHORS SHALL PENETRATE THROUGH

NEW CONCRETE TOPING AND ANCHOR INTO EXISTING

SLAB BELOW.

A17 NEW 2" CONCRETE INFILL WITH 2" WELDED WIRE

MESH

A18 HATCH INDICATES NEW 2" FIBER BLOCK INFILL TO BE

PROVIDED AT LOCATIONS WHERE WOOD BLOCK IS

REMOVED FOR INSTALLTION OF NEW STAIR TO

EXISTING CONCRETE SLAB BELOW

A19 NEW CONCRETE SLAB

A20 BRICK FILL EXISTING AIR TRANSFER GRILL - PAINT

EXTERIOR TO MATCH

A21 STEEL COVER PLATE

S Y

D E

S C

N D

A T

E A

P P

E A

D Y

T O

A D

V E

R T

/2 /1

A B

M E

N D

M E

N T

/1 /1

A B

NOTE:

EXISTING FIXTURE LOCATIONS TO BE REUSED FOR NEW

FIXTURES UNLESS NOTED OTHERWISE NOTED. FIELD

VERIFY ALL EXISTING LOCATIONS.

SEE ROOM FINISH SCHEDULE

FOR FINISH MATERIALS OVER

GYPSUM BOARD

SCHEDULED CEILING

1 LAYER OF 5/8" TYPE "X"

GYPSUM BOARD EACH SIDE

OF METAL STUDS @ 16" O.C.

SEE ROOM FINISH SCHEDULE

FOR FINISH MATERIALS OVER

GYPSUM BOARD

HEAD

CEILING

PLAN

BASE

1 LAYER OF 5/8" GYPSUM BOARD

ON METAL STUDS @ 16" O.C.

SEE BASE DETAIL IN

SCHEDULE BELOW

SCHEDULED CEILING

SEE HEAD DETAIL IN

SCHEDULE BELOWINSULATION AS REQUIRED.

SEE SCHEDULE BELOW

PARTITION TYPE S1 PARTITION TYPE S2

SEE HEAD DETAIL IN

SCHEDULE BELOW

INSULATION AS REQUIRED.

SEE SCHEDULE BELOW

SEE BASE DETAIL IN

SCHEDULE BELOW

HEAD

CEILING

PLAN

BASE

STANDARD CONCRETE

MASONRY UNIT (CMU)

SCHEDULED CEILING

VERTICAL

REINFORCEMENT

RE: STRUCTURAL

PARTITION TYPE M1

SEE HEAD DETAIL IN

SCHEDULE BELOW

SEE BASE DETAIL IN

SCHEDULE BELOW

HEAD

CEILING

PLAN

BASE

SEE ROOM FINISH SCHEDULE

FOR FINISH MATERIALS OVER

GYPSUM BOARD

SCHEDULED CEILING

1 LAYER OF 5/8" GYPSUM

BOARD ON METAL FURRING

FACE OF COLUMN, WALL,

OR SUBSTRATE

PARTITION TYPE F1

SEE HEAD DETAIL IN

SCHEDULE BELOW

SEE BASE DETAIL IN

SCHEDULE BELOW

HEAD

CEILING

PLAN

BASE

SEE ROOM FINISH SCHEDULE

FOR FINISH MATERIALS OVER

GYPSUM BOARD

SCHEDULED CEILING

1 LAYER OF 5/8" GYPSUM

BOARD ON METAL 3 5/8"

METAL STUDSFACE OF EXTERIOR, WALL

PARTITION PERIMETER WALL EX1

SEE HEAD DETAIL IN

SCHEDULE BELOW

SEE BASE DETAIL IN

SCHEDULE BELOW

HEAD

CEILING

PLAN

BASE

2" RIGID MINERAL WOOL

INSULATION (R-4)

UNFACED BATT

INSULATION (R-13)

1/2" GAP

1 LAYER OF 5/8" TYPE

"X" GYPSUM BOARD ON

C-H STUDS @ 24" O.C.

1" GYPSUM LINER PANEL

PARTITION TYPE H2

INSULATION AS REQUIRED.

SEE BASE DETAIL IN

SCHEDULE BELOW

SEE HEAD DETAIL IN

SCHEDULE BELOW

HEAD

PLAN

BASE

PARTITION TYPES GENERAL NOTES:

WHERE STRUCTURAL MEMBERS PENETRATE FIRE-RATED GYPSUM

BOARD WALLS, TAPE & SEAL WITH FIRE STOPPING SEALANT. WHERE

STRUCTURAL MEMBERS PENETRATE FIRE-RATED CMU OR CONCRETE

WALLS, SEAL WITH FIRE STOPPING SEALANT.

PROVIDE MINIMUM 20 GAUGE METAL BACKING AS REQUIRED FOR

INSTALLATION OF EXTINGUISHER CABINETS, MESSAGE BOARDS, TOILET

ACCESSORIES, TOILET PARTITIONS, WALL AND BASE CABINETS, ACCESS

PANELS, ELECTRICAL AND FIRE PROTECTION SYSTEM PANELS,

UNLESS NOTED OTHERWISE.

ALL METAL STUDS AND BRACING SHALL BE 20 GAUGE UNLESS NOTED

OTHERWISE. REFERENCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

REFERENCE FLOOR PLANS FOR PARTITION TYPE LOCATIONS.

PROVIDE METAL STUD DIAGONAL BRACING @ 4'-0" O.C.

(ALTERNATE DIRECTIONS) TO UNDERSIDE OF METAL DECK FOR ALL

WALLS GREATER THAN 14'-0" IN HEIGHT.

SEE DRAWING A-521 FOR TYPICAL PENETRATION DETAILS THROUGH

FIRE-RATED PARTITIONS.

PROVIDE CEMENTITIOUS BACKER UNITS (AT SHOWER WALLS) OR WATER

RESISTANT GYPSUM BOARD (AT ALL OTHER TOILET OR RESTROOM WALLS)

ON WET SIDE WALL.

PARTITION TYPE SYMBOL LEGEND:

S1AA

INDICATES TYPE OF

PARTITION STRUCTURE:

F = FURRING METAL STUD

S = METAL STUD

H = C-H METAL STUD

M = MASONRY

INDICATES NUMBER OF

LAYERS OF GYPSUM BOARD

OR TYPE OF CMU FINISH

INDICATES THICKNESS OF

PARTITION STRUCTURE

INDICATES VARIATION OF

PARTITION WITH THE SAME

STRUCTURE, FINISH, AND

STRUCTURE THICKNESS

PARTITION TYPE

SYMBOL {

D E

N E

D B

D W

N B

C K

D B

E N

A M

P L O

T S

C A

L E

L O

T D

A T

D A

T E

P R

O J E

C T

N O

O N

T R

A C

T N

W D

S -1

-D

-0

A F

D R

A W

C O

D E

S O

N N

US ARMY CORPS

OF ENGINEERS

New York District

SHEET ID

U .S

R M

Y C

O R

P S

O F

E N

E E

Y O

R K

T R

E D

E R

A L P

L A

Z A

N E

W Y

O R

K N

A R

D P

A R

K W

A Y

A N

S A

S C

1 753 92 864 10

W A

T E

R V

T A

R S

E N

A L N

E W

Y O

R K

R E

P A

A C

Y D

E F

N C

P N

READY TO ADVERTISE

P R

M A

A s i n d ic a te d

A-501

P A

R T

N T

Y P

E S

B .B

O R

T Z

M .G

R U

H A

L A

B .B

O R

T Z

E N

T R

A L

TYPE

FIRE

RATING

UL DESIGN

HEAD

DETAIL

BASE

DETAIL TYPE COMMENTS

S1AA - - C3/A511 3 5/8" METAL STUDS WITH BLANKET

INSULATION.SEE PARTITION TYPES

GENERAL NOTE 7.

S1AC - - C1/A511 C3/A511 3 5/8" METAL STUDS, WET WALLS.

SEE PARTITION TYPES GENERAL

NOTE 7.

S1AD - - C1/A511 C3/A511 3 5/8" METAL STUDS, PARTIAL HEIGHT

WALL WITH BLANKET INSULATION.

S1AF - - C1/A511 C3/A511 3 5/8" METAL STUDS, WET WALLS.

SEE PARTITION TYPES GENERAL

NOTE 7.

TYPE

FIRE

RATING

UL DESIGN

HEAD

DETAIL

BASE

DETAIL TYPE COMMENTS

S2AA - - C2/A511 C4/A511 3 5/8" METAL STUDS WITH BLANKET

INSULATION.

S2AB - - C2/A511 C4/A511 3 5/8" METAL STUDS WITHOUT

BLANKET INSULATION.

S2AC - - C2/A511 C4/A511 3 5/8" METAL STUDS, WET WALLS. SEE

PARTITION TYPES GENERAL NOTE 7.

S2AD 60 MIN U465 C2/A511 C4/A511 3 5/8" METAL STUDS WITH BLANKET

INSULATION.

TYPE

FIRE

RATING

UL DESIGN

HEAD

DETAIL

BASE

DETAIL TYPE COMMENTS

TYPE

FIRE

RATING

UL DESIGN

HEAD

DETAIL

BASE

DETAIL TYPE COMMENTS

F1BB - - A1/A511 C3/A511 1 5/8" METAL FURIRNG AT 16" O.C.

VERTICALLY

F1CA - - A1/A511 C3/A511 2 1/2" FURRING STUDS AT 16" O.C.

VERTICALLY

TYPE

FIRE

RATING

UL DESIGN

HEAD

DETAIL

BASE

DETAIL TYPE COMMENTS

EX1 - - A2/A-511 - 2" MINERAL WOOL INSULATION, 3 5/8" METAL

STUDS, WET WALLS. SEE PARTITION TYPES

GENERAL NOTE 7.

S Y

D E

S C

N D

A T

E A

P P

E A

D Y

T O

A D

V E

R T

/2 /1

A B

M E

N D

M E

N T

/1 /1

A B

TYPE STC

FIRE

RATING

UL DESIGN

HEAD

DETAIL

BASE

DETAIL TYPE COMMENTS

H2AA - 60 MIN U497 B3/A-511 4" C-H STUDS

UNDERSIDE FLOOR

DECK

EXTEND BETWEEN JOIST

AS REQUIRED

RUNNER TRACK

SLIP CLIP

DEEP LEG RUNNER

(3" LEG MIN.),

ANCHOR TO METAL DECK

5/8" GYPSUM BOARD ON

METAL STUDS @ 16" O.C.,

NUMBER OF LAYERS AND

ORIENTATION VARIES WITH

PARTITION TYPE. SEE FLOOR

PLANS FOR PARTITION TYPE.

EXTENT BETWEEN

JOIST AS REQUIRED

EXTEND GYPSUM BOARD

INTO VOIDS

UNDERSIDE FLOOR DECK

5/8" GYPSUM BOARD

ANCHOR TO METAL DEEP

LEG RUNNER. DO NOT

ATTACH TO WALL STUD

5/8" GYPSUM BOARD ANCHOR

TO METAL WALL STUD UP TO

1" FROM DEEP LEG RUNNER

DEEP LEG RUNNER (3" LEG MIN.),

ANCHOR TO DECK

RUNNER

TRACK SLIP

CLIP

UL SYSTEM NUMBER: HW-D-0042

HW-D-0044

IN 1

PROVIDE ACOUSTICAL AND

SMOKESTOP SEALANT AT SMOKE

PARTITIONS AND FIRESTOP

SEALANT AT FIRE RATED

PARTITIONS. TYPICAL EACH SIDE.

UNDERSIDE

DECK

FIRE SAFING

INSULATION

CMU WALL

RE: FLOOR PLANS

FOR TYPE

CONTINUOUS

GALVANIZED STEEL,

BENT PLATE OR

ANGLE - ANCHOR TO

FLOOR DECK ONLY

CMU BOND BEAM

MORTAR DAM

UL SYSTEM NUMBER: HW-D-0098

HW-D-0110

3"3"

ACOUSTIC OR FIRE

SEALANT ON EACH SIDE

METAL STUD DIAGONAL

BRACING @ 4'-0" O.C.

(ALTERNATE DIRECTIONS) TO

UNDERSIDE OF METAL DECK

SCHEDULED CEILING

UNDERSIDE OF DECK

ABOVE

5/8" GYPSUM BOARD ON

METAL STUDS @ 16" O.C.,

NUMBER OF LAYERS AND

ORIENTATION VARIES WITH

PARTITION TYPE. SEE FLOOR

PLANS FOR PARTITION TYPE.

UNDERSIDE OF

SCHEDULED

CEILING

5/8" GYPSUM BOARD ON

METAL STUDS @ 16" O.C.,

NUMBER OF LAYERS AND

ORIENTATION VARIES WITH

PARTITION TYPE. SEE FLOOR

PLANS FOR PARTITION TYPE.

SCHEDULED

CEILING

5/8" GYPSUM BOARD ON

METAL FURRING, NUMBER OF

LAYERS AND ORIENTATION

VARIES WITH PARTITION

TYPE. SEE FLOOR PLANS

FOR PARTITION TYPE.

UNDERSIDE DECK

5/8" GYPSUM BOARD ON METAL

FURRING, NUMBER OF LAYERS

AND ORIENTATION VARIES WITH

PARTITION TYPE. SEE FLOOR

PLANS FOR PARTITION TYPE.

SCHEDULED CEILING

UNDERSIDE FLOOR DECK

EXTEND METAL FURRING

AND GYPSUM BOARD UP TO

STRUCTURE ABOVE

1/2" MAX

METAL STUD PER

PARTITION TYPE

5/8" TYPE "X"

GYPSUM WALLBOARD

CONTROL JOINT

(EACH SIDE OF WALL)

BACKING PLATE - 6" 20 GAUGE

RUNNER TRACK, NOTCHED

AROUND STUDS:

TYPE A1: 1 STUD BAY

TYPE A2: 2 STUD BAYS MIN.

3 - #8 PAN HEAD S.M.S.

TYPE A1 & A2 BACKING PLATES

TYPE A1 BACKING PLATE IS FOR SMALL ITEMS WHICH

WEIGH OR SUPPORT WEIGHTS OF LESS THAN 25 POUNDS.

TYPE A2 BACKING PLATE IS FOR HANDRAILS, GUARDRAILS

& WALL MOUNTED EQUIPMENT UP TO 100 POUNDS PER L.F.

USE #12 SELF TAPPING SHEET METAL SCREWS WHEN

ATTACHING ITEMS TO TYPE A2 BACKING PLATE.

STUD FLANGES ARE CONTINUOUS.

CONFIRM LENGTH, HEIGHT & LOCATION OF BACKING PLATE

AND NUMBER REQUIRED WITH ITEM TO BE MOUNTED.

NOTES:

SCHEDULED BASE

RE: ROOM FINISH

SCHEDULE

5/8" GYPSUM BOARD ON

METAL STUDS OR METAL

FURRING, SEE FLOOR PLANS

FOR PARTITION TYPE

FINISH FLOOR

RE: ROOM FINISH

SCHEDULE

FLOOR SLAB

RE: STRUCTURAL

EACH LAYER OF GYPSUM

BOARD SET IN CONTINUOUS

BEAD OF SEALANT (TYP.)

METAL BOTTOM

RUNNER SET IN

SEALANT

SCHEDULED BASE

RE: ROOM FINISH

SCHEDULE

5/8" GYPSUM BOARD ON

METAL STUDS @ 16" O.C.,

SEE FLOOR PLANS FOR

PARTITION TYPE

FINISH FLOOR

RE: ROOM FINISH

SCHEDULE

FLOOR SLAB

RE: STRUCTURAL

EACH LAYER OF GYPSUM

BOARD SET IN CONTINUOUS

BEAD OF SEALANT (TYP.)

METAL BOTTOM

RUNNER SET IN

SEALANT

GYPSUM BOARD OR

GYPSUM LINER PANEL

ON METAL STUDS, SEE

FLOOR PLANS FOR

PARTITION TYPE

FIRE SEALANT

1HR GYPSUM BOARD

SHAFTWALL RE: PLAN

FOR PARTITION TYPE

EXISTING

MASONRY WALL

1/2"

D E

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W D

S -1

-D

-0

A F

D R

A W

C O

D E

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US ARMY CORPS

OF ENGINEERS

New York District

SHEET ID

U .S

R M

Y C

O R

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P A

A C

Y D

E F

N C

P N

READY TO ADVERTISE

P R

M A

A s i n d ic a te d

A-511

P A

R T

N T

Y P

E D

E T

B .B

O R

T Z

M .G

R U

H A

L A

B .B

O R

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E N

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A L

NTSSCALE:C1

INTERIOR PARTITION DETAILS

NTSSCALE:C2

INTERIOR PARTITION DETAILS

NTSSCALE:B4

INTERIOR PARTITION DETAILS

NTSSCALE:B2

INTERIOR PARTITION DETAILS

NTSSCALE:B1

INTERIOR PARTITION DETAILS

NTSSCALE:A1

INTERIOR PARTITION DETAILS

NTSSCALE:A2

INTERIOR PARTITION DETAILS

NTSSCALE:A3

CONTROL JOINT

NTSSCALE:A4

TYPICAL WALL BLOCKING DETAIL

NTSSCALE:C3

INTERIOR PARTITION DETAILS

NTSSCALE:C4

INTERIOR PARTITION DETAILS

S Y

D E

S C

N D

A T

E A

P P

E A

D Y

T O

A D

V E

R T

/2 /1

A B

M E

N D

M E

N T

/1 /1

A B

NTSSCALE:B3

INTERIOR PARTITION DETAILS

W01

FINISH FLOOR LEVEL

SEE SCHEDULE

WIDTH

E E

S C

H E

D U

L E

L H

H T

S E

E S

C H

E D

U L E

H E

S E

E S

C H

E D

U L E

L H

H T

S E

E S

C H

E D

U L E

H E

SEE SCHEDULE

WIDTH

S E

E S

C H

E D

U L E

L H

H T

S E

E S

C H

E D

U L E

H E

SEE SCHEDULE

WIDTH

S E

E S

C H

E D

U L E

H E

S E

E S

C H

E D

U L E

L H

H T

SEE SCHEDULE

WIDTH

W02 W03 W04

EQ EQ EQ EQ

NOTE:

ALIGN MULLION W/

EXISTING ABOVE -

TYPICAL

NOTE:

ALIGN MULLION W/

EXISTING ABOVE -

TYPICAL

EXISTING CAST

CORRUGATED WIRE

GLASS

EXISTING STEEL

CHANNEL

EXISTING STEEL

CHANNEL

EXISTING CONCRETE SILL

EXISTING BRICK

EXISTING CONCRETE LINTEL

EXISTING CAST

CORRUGATED WIRE GLASS

EXISTING STEEL

CHANNEL - PAINT TO

MATCH EXISTING

EXISTING CLADDING

EXISTING CONCRETE SILL

EXISTING BRICK

EXISTING CONCRETE SILL

EXISTING BRICK

EXISTING CONCRETE LINTEL

EXISTING CONCRETE SILL

EXISTING BRICK

EXISTING CONCRETE LINTEL

1 1111

L-1

FINISH FLOOR LEVEL

(GROUND OR SECOND)

WIDTH

SEE

SCHEDULE

L-2

L H

H T

S E

E S

C H

E D

U L E

H E

S E

E S

C H

E D

U L E

L-6THROUGH

L H

H T

S E

E S

C H

E D

U L E

H T

S E

E S

C H

E D

U L E

WIDTH

SEE SCHEDULE

NOTE:

CENTER LOUVER OVER OPENINGS OR CENTERED

BETWEEN. SEE SHEET A-201 FOR LOCATION AT

ELEVATION. SEE SCHEDULE FOR HEIGHT

SEE SHEET A-201 FOR LOCATION .

GLASS OR PANEL INFILL TYPES:

REFERENCE SPECIFICATION FOR GLASS TYPES

INSULATED LOW -E GLAZING UNIT

OUTER PANE: 1/4" HS CLEAR GLASS W/ LOW-E

AIR SPACE: ARGON FILLED

INNER PANE (LAMINATE) : 1/4" HS CLEAR / .060 PVB / 1/4" HS CLEAR

** NOTE:

RESTROOM AND LOCKER WINDOWS ENTIRE INTERIOR SURFACE SHALL RECEIVE

DECORATIVE PRIVACY FILM , BASIS OF DESIGN: 3M FASARA - SH2MAGL GLACE OR

EQUAL.

D E

N E

D B

D W

N B

C K

D B

E N

A M

P L O

T S

C A

L E

L O

T D

A T

D A

T E

P R

O J E

C T

N O

O N

T R

A C

T N

W D

S -1

-D

-0

A F

D R

A W

C O

D E

S O

N N

US ARMY CORPS

OF ENGINEERS

New York District

SHEET ID

U .S

R M

Y C

O R

P S

O F

E N

E E

Y O

R K

T R

E D

E R

A L P

L A

Z A

N E

W Y

O R

K N

A R

D P

A R

K W

A Y

A N

S A

S C

1 753 92 864 10

W A

T E

R V

T A

R S

E N

A L N

E W

Y O

R K

R E

P A

A C

Y D

E F

N C

P N

READY TO ADVERTISE

P R

M A

A-651

D O

W S

C H

E D

U L E

A N

D T

Y P

E S

L O

U V

E R

S C

H E

D U

L E

A N

D T

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B .B

O R

T Z

M .G

R U

H A

L A

B .B

O R

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E N

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A L

WINDOW SCHEDULE

QUANTITY TYPE

SIZE HEAD

HEIGHT SILL HEIGHT

DETAIL

REMARKSWIDTH HEIGHT HEAD JAMB SILL

20 W01 7' - 4" 5' - 4" 9' - 0" 3' - 8" E7/A-661 C7/A-661 A7/A-661 MULLION DTL F1/A-662

3 W02 5' - 3" 5' - 4" 9' - 0" 3' - 8" E7/A-661 C7/A-661 A7/A-661 MULLION DTL F1/A-662

54 W03 7' - 8" 5' - 4" 13' - 0" 7' - 8" E4/A-661 C4/A-661 A4/A-661 MULLION DTL F1/A-662

33 W04 4' - 6" 5' - 6" 12' - 2" 6' - 8" E1/A-661 C1/A-661 A1/A-661 MULLION DTL F1/A-662

LOUVER SCHEDULE

QUANTITY TYPE

SIZE ROUGH OPENING HEAD

HEIGHT

SILL

HEIGHT

DETAILS

REMARKSWIDTH HEIGHT WIDTH HEIGHT HEAD JAMB SILL

33 L-1 6' - 4" 10' - 0" 0" 0" 16' - 8" 6' - 8" F8/A-671 A5/A-671 C8/A-671

1 L-2 1' - 6" 1' - 0" 0" 0" 13' - 2" 12' - 2"

1 L-3 2' - 0" 1' - 9" 0" 0" 13' - 6" 11' - 9" -- -- -- EXISTING

1 L-4 1' - 0" 1' - 0" 0" 0" 15' - 6" 14' - 6"

1 L-5 2' - 0" 2' - 0" 0" 0" 6' - 8" 4' - 8" -- -- -- EXISTING

1 L-6 2' - 0" 1' - 9" 0" 0" 11' - 1" 9' - 4" -- -- -- EXISTING

NTSSCALE:

WINDOW TYPES

NTSSCALE:

LOUVER TYPES

F.V.

** FIELD VERIFY ALL EXISTING OPENING

S Y

D E

S C

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A T

E A

P P

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D Y

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A D

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/2 /1

A B

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M E

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/1 /1

SHIM AS REQ'D PER MFR

3/ 8"

D O

W H

H T

S E

E W

O W

S C

H E

D U

EXISTING CONCRETE SILL

SEALANT AND BACKER ROD EACH SIDE

THERMALLY BROKEN ALUM SILL

THERMALLY BROKEN ALUM WINDOW FRAME

INSULATED LOW -E GLAZING UNIT

C8X11.5 STEEL CHANNEL FRAME BEYOND

EXISTING BRICK WALL

1 1/4" 3 1/4" F.V.

5" 4 1/2"

1' - 0" F.V.

45-MIL SELF-ADHERED METAL

FOIL FACED FLASHING, LAP ENDS

UP AT METAL CHANNELS.

SHIM AS REQ'D PER MFR

SEALANT AND BACKER ROD EACH SIDE

THERMALLY BROKEN ALUM WINDOW FRAME

INSULATED LOW -E GLAZING UNIT

EXISTING STEEL CHANNEL - PAINT TO MATCH

C8X11.5 STEEL CHANNEL FRAME BEYONDW

D O

W H

H T

S E

E W

O W

S C

H E

D U

1/4" X 8" STL PL WELD TO

CHANNELS - PAINT TO MATCH

REMOVE OR CUT STEEL ANGLE AS REQ'D TO

INSTALL STEEL PLATE AND JAMB CHANNEL

EXISTING CAST WIRE GLASS CURTAIN WALL

1 1/4"3 1/4" F.V.

5" 4 1/2"

LINE OF BRICK BELOW

3/16

SHEET METAL FLASHING AND RETAINER

SHIM AS REQ'D PER MFR

SEALANT AND BACKER ROD EACH SIDE

THERMALLY BROKEN ALUM WINDOW FRAME

INSULATED LOW -E GLAZING UNIT

C8X11.5 STEEL CHANNEL -PAINT

D O

W W

H S

E E

D O

W S

C H

E D

STEEL ANGLE

3"X3" X1/4" X 3"LONG

EXISTING CAST WIRE GLASS

CURTAINWALL TO REMAIN

LINE OF BRICK BELOW

SEALANT AND BACKER ROD @ STL CHANNEL

AND EXISTING CURTAINWALL FRAMING

3/ 8" 2

3/ 4"

1 1/4" 3 1/4" F.V.

5" 4 1/2"

LINE OF CONCRETE SILL BELOW

3 SIDES

3/16

1/2" CONCRETE

SCREW ANCHOR,

1 1/2" EMBED

SHIM AS REQ'D PER MFR

D O

W H

H T

S E

E W

O W

S C

H E

D U

EXISTING CONCRETE SILL

SEALANT AND BACKER ROD EACH SIDE

THERMALLY BROKEN ALUM SILL

THERMALLY BROKEN ALUM WINDOW FRAME

INSULATED LOW -E GLAZING UNIT

EXISTING BRICK WALL

5" 6"

45-MIL SELF-ADHERED METAL

FOIL FACED FLASHING

SHIM AS REQ'D PER MFR

SEALANT AND BACKER ROD EACH SIDE

THERMALLY BROKEN ALUM WINDOW FRAME

INSULATED LOW -E GLAZING UNIT

EXISTING STEEL CHANNEL -PAINT TO MATCH

C8X11.5 STEEL CHANNEL FRAME BEYONDW

D O

W H

H T

S E

E W

O W

S C

H E

D U

1/4" X 8 STL PL WELD TO

CHANNEL - PAINT TO MATCH

REMOVE OR CUT STEEL ANGLE AS REQ'D TO

INSTALL STEEL PLATE AND JAMB CHANNEL

EXISTING CAST WIRE GLASS CURTAIN WALL

3 1/4"

5" 6"

LINE OF BRICK BELOW

3/16

SHEET METAL FLASHING AND RETAINER

SHIM AS REQ'D PER MFR

SEALANT AND BACKER ROD EACH SIDE

THERMALLY BROKEN ALUM WINDOW FRAME

INSULATED LOW -E GLAZING UNIT

D O

W W

H S

E E

D O

W S

C H

E D

LINE OF BRICK BELOW2

2 3/4" 3 1/4"

5" 6"

LINE OF CONCRETE SILL BELOW

EXISTING MULTI-WYTHE BRICK

LINE OF CHANNEL ABOVE

3/ 8"

45-MIL SELF-ADHERED METAL

FOIL FACED FLASHING

SHIM AS REQ'D PER MFRW

D O

W H

H T

S E

E W

O W

C H

E D

EXISTING CONCRETE SILL

SEALANT AND BACKER ROD EACH SIDE

THERMALLY BROKEN ALUM SILL

THERMALLY BROKEN ALUM WINDOW FRAME

INSULATED LOW -E GLAZING UNIT

EXISTING BRICK WALL

5" 6"

11 5/8"

1/2" SOLID SURFACE STOOL

ON 1/2" PLYWOOD

FIRE TREATED BLOCKING

AS REQ'D

5/8" GYP BD

3 5/8" MTL STUD

2" RIGID MINERAL WOOL

INSULATION (R-4)

UNFACED BATT

INSULATION (R-13)

SEALANT

45-MIL SELF-ADHERED METAL

FOIL FACED FLASHING

NOTE:

SEE DETAIL A1/A-662 AT FIRE

SHUTTER LOCATIONS

SHIM AS REQ'D PER MFR

SEALANT AND BACKER ROD EACH SIDE

THERMALLY BROKEN ALUM WINDOW FRAME

INSULATED LOW -E GLAZING UNIT

D O

W H

H T

S E

E W

O W

S C

H E

D U

5" 6"

LINE OF BRICK BEYOND

WOOD BLOCKING EMBED IN CONCRETE LINTEL

PER AS-BUILD DRAWINGS

EXISTING CONCRETE LINTEL

EXISTING BRICK

LINE OF BRICK BEYOND

2ND FLOOR BRICK WALL

STOPS AT CONCRETE

LINTEL

1' - 0" @ 2ND FLOOR

1' - 4" @ 1ST FLOOR

LINE INDICATES

INTERIOR FINISH

LINE INDICATES

WINDOW BLINDS

NOTE:

SEE DETAILS A5 & D5/A-662 FOR SIMILAR

SOFFIT DETAIL AT WINDOWS FOR EACH FLOOR

AND FIRE SHUTTER

SHIM AS REQ'D PER MFR

SEALANT AND BACKER ROD EACH SIDE

THERMALLY BROKEN ALUM WINDOW FRAME

INSULATED LOW -E GLAZING UNIT

D O

W W

H S

E E

D O

W S

C H

E D

LINE OF BRICK BELOW

2 3/4" 3 1/4"

5" 6"

LINE OF CONCRETE SILL BELOW

EXISTING MULTI-WYTHE BRICK

LINE OF CHANNEL ABOVE

45-MIL SELF-ADHERED METAL

FOIL FACED FLASHING

1/2" SOLID

SURFACE STOOL

FIRE TREATED

BLOCKING AS REQ'D

5/8" GYP BD

3 5/8" MTL STUD

2" RIGID MINERAL WOOL

INSULATION (R-4)

UNFACED BATT

INSULATION (R-13)

SEALANT

FINISH EDGE TRIM

NOTE:

SEE DETAIL D1/A-662 AT FIRE

SHUTTER LOCATIONS

D E

N E

D B

D W

N B

C K

D B

E N

A M

P L O

T S

C A

L E

L O

T D

A T

D A

T E

P R

O J E

C T

N O

O N

T R

A C

T N

W D

S -1

-D

-0

A F

D R

A W

C O

D E

S O

N N

US ARMY CORPS

OF ENGINEERS

New York District

SHEET ID

U .S

R M

Y C

O R

P S

O F

E N

E E

Y O

R K

T R

E D

E R

A L P

L A

Z A

N E

W Y

O R

K N

A R

D P

A R

K W

A Y

A N

S A

S C

1 753 92 864 10

W A

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R V

T A

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A L N

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P A

A C

Y D

E F

N C

P N

READY TO ADVERTISE

P R

M A

A-661

D O

W D

E T

B .B

O R

T Z

M .G

R U

H A

L A

B .B

O R

T Z

E N

T R

A L

SCALE: 3" = 1'-0"A1

SILL DETAIL

SCALE: 3" = 1'-0"E1

HEAD DETAIL

SCALE: 3" = 1'-0"C1

JAMB DETAIL

SCALE: 3" = 1'-0"A4

SILL DETAIL

SCALE: 3" = 1'-0"E4

HEAD DETAIL

SCALE: 3" = 1'-0"C4

JAMB DETAIL

SCALE: 3" = 1'-0"A7

SILL DETAIL

SCALE: 3" = 1'-0"E7

HEAD DETAIL

0 3" 6" 9" 0 3" 6" 9" 0 3" 6" 9"

SCALE: 3" = 1'-0"C7

JAMB DETAIL

S Y

D E

S C

N D

A T

E A

P P

E A

D Y

T O

A D

V E

R T

/2 /1

A B

M E

N D

M E

N T

/1 /1

SHIM AS REQ'D PER MFR

SEALANT AND BACKER ROD EACH SIDE

THERMALLY BROKEN ALUM WINDOW FRAME

INSULATED LOW -E GLAZING UNIT

D O

W W

H S

E E

D O

W S

C H

E D

LINE OF BRICK BELOW

2 3/4" 3 1/4"

6 1/2" 5" 6"

LINE OF CONCRETE SILL BELOW

EXISTING MULTI-WYTHE BRICK

LINE OF CHANNEL ABOVE

3x3x3/8 GLAV. STEEL ANGLE W/

1/2 DIA. WEDGE ANCHOR BOLTS

45-MIL SELF-ADHERED METAL

FOIL FACED FLASHING

SHIM AS REQ'D PER MFR

D O

W H

H T

S E

E W

C H

E D

EXISTING CONCRETE SILL

SEALANT AND BACKER ROD EACH SIDE

THERMALLY BROKEN ALUM SILL

THERMALLY BROKEN ALUM WINDOW FRAME

INSULATED LOW -E GLAZING UNIT

EXISTING BRICK WALL

6 1/2" 5" 6"

11 5/8"

1/2" SOLID SURFACE

STOOL ON 5/8" TYPE X

GYP BD

FIRE TREATED

BLOCKING AS REQ'D

5/8" GYP BD

3 5/8" MTL STUD

2" RIGID MINERAL WOOL

INSULATION (R-4)

UNFACED BATT

INSULATION (R-13)

SEALANT

FIRE SHUTTER ON

FUSIBLE LINK

1/2" GAP

45-MIL SELF-ADHERED METAL

FOIL FACED FLASHINGLINE OF STEEL ANGLE

LAY-IN CEILING

EXIST WOOD JOIST

5/8" TYPE X GYP BD,

PROVIDE FRAMING

BETWEEN JOIST.

SHIM AS REQ'D PER MFR

SEALANT AND BACKER ROD EACH SIDE

THERMALLY BROKEN ALUM WINDOW FRAME

INSULATED LOW -E GLAZING UNIT

LINE OF BRICK BEYOND

WOOD BLOCKING EMBED IN CONCRETE LINTEL

PER AS-BUILD DRAWINGS

EXISTING CONCRETE LINTEL

EXISTING BRICK

WINDOW BLIND

SEALANT

5/8" TYPE X GYP BD ON BOCKING

FILL VOID WITH

MINERAL WOOL

6 1/2" 5" 6"

FIRE SHUTTER JAMB

FIRE SHUTTER HEAD

ASSEMBLY

FIRE SHUTTER

5/8 TYPE X GYP BD

ON 3 5/8" METAL

FRAMING HEADER

SHIM AS REQ'D PER MFR

SEALANT AND BACKER ROD EACH SIDE

THERMALLY BROKEN ALUM WINDOW FRAME

INSULATED LOW -E GLAZING UNIT

LINE OF BRICK BEYOND

WOOD BLOCKING EMBED IN CONCRETE LINTEL

PER AS-BUILD DRAWINGS

EXISTING CONCRETE LINTEL

EXISTING BRICK

WINDOW BLIND

SEALANT

5/8" TYPE X GYP BD ON BOCKING

LAY-IN CEILING

FIRE SHUTTER JAMB

FIRE SHUTTER HEAD

ASSEMBLY

FIRE SHUTTER

5/8 TYPE X GYP BD

ON 3 5/8" METAL

FRAMING HEADER

5/8 TYPE X GYP BD ON 3 5/8"

METAL FRAMING HEADER

PROVIDE SHIM FOR 3X3

ANGLE ATTACHMENT

2" RIGID MINERAL WOOL

INSULATION (R-4)

UNFACED BATT

INSULATION (R-13)

FILL W/ RIGID MINERAL

WOOL

INSULATED LOW -E GLAZING UNIT

THERMALLY BROKEN ALUM WINDOW FRAME

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SCALE: 3" = 1'-0"D1

JAMB DETAIL

SCALE: 3" = 1'-0"A1

SILL DETAIL

SCALE: 3" = 1'-0"A5

HEAD DETAIL

0 3" 6" 9" 0 3" 6" 9"

0 3" 6" 9"

SCALE: 3" = 1'-0"D5

HEAD DETAIL

0 3" 6" 9"

SCALE: 3" = 1'-0"F1

MULLION

0 3" 6" 9"

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GENERAL ROOM FINISH SCHEDULE NOTES:

REFER TO SPECIFICATIONS FOR THE BASIS OF DESIGN OR EQUIVALENT

MANUFACTURER TECHNICAL REQUIREMENTS.

REFER TO INTERIOR ELEVATIONS, REFLECTED CEILING DRAWINGS, FLOOR FINISH

DRAWINGS, WALL FINISH DRAWINGS, ENLARGED PLAN DRAWINGS AND INTERIOR

DETAIL DRAWINGS FOR ADDITIONAL FINISH PLACEMENT INFORMATION.

REFER TO ELECTRICAL DRAWINGS, MECHANICAL DRAWINGS, STRUCTURAL

DRAWINGS AND COMMUNICATION DRAWINGS FOR COORDINATION OF BUILDING

FINISHES TO BUILDING SYSTEMS.

REFER TO FLOOR FINISH DRAWINGS FOR PLACEMENT OF FLOOR FINISHES, FLOOR

PATTERNS AND FLOOR MATERIAL CHANGES. REFER TO FLOORING TRANSITION

DETAILS FOR TRANSITIONS BETWEEN ADJOINING FLOORING MATERIALS.

REFER TO WALL FINISH DRAWINGS AND INTERIOR ELEVATIONS FOR WALL FINISH

EXTENTS, CORNER GUARD LOCATIONS, SIGNAGE, ART AND SPECIALTY WALL FINISH

LOCATIONS.

REFER TO REFLECTED CEILING DRAWINGS FOR CEILING HEIGHTS AND CEILING

MATERIAL EXTENTS.

REFER TO ACCESS FLOOR DRAWINGS FOR COORDINATION OF FLOOR FINISHES TO

ACCESS FLOOR LOCATIONS.

REFER TO ENLARGED TOILET DRAWINGS, WALL FINISH PLANS AND INTERIOR

ELEVATIONS FOR PLACEMENT OF INTERIOR FINISHES IN TOILET/LOCKER ROOMS.

REFER TO STAIR DETAILS FOR TYPICAL STAIR FINISH ASSIGNMENT.

REFER TO PLATFORM LIFT SPECIFICATION SECTIONS FOR FINISHES.

REFER TO MILLWORK DETAIL DRAWINGS AND INTERIOR ELEVATIONS FOR

ASSIGNMENT OF SOLID SURFACE AND PLASTIC LAMINATE FINISHES AND ADDITIONAL

INFORMATION.

PROVIDE BLOCKING AS REQUIRED TO SECURE ALL WALL MOUNTED ITEMS

INCLUDING TOILET FIXTURES, TOILET ACCESSORIES, TOILET PARTITIONS, MILLWORK,

SHELVES, COUNTERTOP SUPPORTS, MARKERBOARDS, TACKBOARDS, FLAT PANEL

DISPLAYS, CAMERAS, ACOUSTICAL WALL PANELS, MURAL OR ART CABLE SYSTEMS,

AND ANY OTHER WALL MOUNTED OBJECT.

UNLESS NOTED OTHERWISE, ALL EXPOSED STRUCTURAL STEEL IN SCOPE OF WORK

AREAS IDENTIFIED PER DRAWINGS TO BE PAINTED PA-1.

UNLESS NOTED OTHERWISE, ALL EXTERIOR / PERIMETER WINDOWS TO RECEIVE

FACTORY FINISH.

ALL WINDOW SILLS TO BE SSF-1.

ALL DOOR TO BE PAINTED TO MATCH EXISTING DOOR 127, RAL 8007 OR SIM.

UNLESS NOTED OTHERWISE, ALL METAL FABRICATIONS AND HANDRAILS TO BE

GALVANIZED.

INTERIOR CAULKING TO MATCH ADJACENT WALL FINISH COLOR.

NO FINISHES REQUIRED ON CONCRETE WALLS OR CONCRETE CEILINGS UNLESS

NOTED OTHERWISE.

ALL EXPOSED CONCRETE FLOORS SHALL BE SEALED.

WALL CORNER GUARDS TO BE INSTALLED STARTING AT THE TOP OF THE

SCHEDULED WALL BASE.

AT GYPSUM BOARD SOFFITS AND BULKHEADS, PAINT ALL EXPOSED SURFACES PA-3.

PAINT ALL EXPOSED STRUCTURAL STEEL ELEMENTS, MISCELLANEOUS STEEL,

PIPING, HANGERS, VALVES AND CONDUITS IN SCOPE OF WORK AREAS IDENTIFIED

PER DRAWINGS. THE PAINT COLOR SHALL BE AS INDICATED ON SCHEDULE. ALL FIRE

PROTECTION PIPING COLOR SHALL BE SAFETY RED.

ALL EXPOSED MECHANICAL AND ELECTRICAL EQUIPMENT AND ASSOCIATED

SUPPORTING EQUIPMENT IN SCOPE OF WORK AREAS IDENTIFIED PER DRAWINGS TO

BE PAINTED UNLESS OTHERWISE REQUIRED BY CODE. COORDINATE WITH

MECHANICAL / ELECTRICAL FOR FINISHES ON MECHANICAL OR ELECTRICAL

EQUIPMENT.

DO NOT PAINT PRE-FINISHED ITEMS, FINISHED METAL SURFACES, OPERATING

PARTS, LABELS OR WARNINGS.

REFER TO SPECIFICATION 09 06 00 COLOR SCHEDULE FOR EXTERIOR AND INTERIOR

FINISH MATERIALS. BASIS OF DESIGN OR EQUIVALENT COLOR AND FINISH CODES

ARE AS INDICATED ON THE ROOM FINISH SCHEDULE.

EXISTING WALLS SHALL BE PAINTED PA-5 AND A WHITE TO MATCH EXISTING PAINT.

SEE PLANS AND ELEVATIONS FOR LOCATION.

WINDOWS IN SE, NE FIRST AND SECOND FLOOR AND SOUTH ROOMS SHALL RECEIVE

WINDOW BLINDS, SEE SPECIFICATION 09 06 00 AND 12 21 00.

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RESILIENT FLOORINGFINISHED CONCRETE

RESILIENT TRANSITION

EDGE GUARD

CONCRETE FLOOR SLAB

RESILIENT FLOORING

RESILIENT FLOORINGRESINOUS FLOORING

RESINOUS FLOORING

PERIMETER TRIM PER

SPECIFICATIONS

CONCRETE FLOOR SLAB

RESINOUS FLOORING

RESILIENT FLOORING OVER

SLOPED FLOOR PREP (36"

FOR 3/8" RISE) AS REQUIRED

FOR FLUSH TRANSITION

STAINLESS STEEL TRIM PIECE,

SCHLUTER - QUADEC OR EQUAL

WALL TILE

SUBSTRATE

GROUT AS NEEDED

EXIST WALL

STAINLESS STEEL TRIM PIECE,

SCHLUTER - JOLLY OR EQUAL

WALL TILE

SUBSTRATE

STAINLESS STEEL J TRIM PIECE

EXIST WALL

PAINT EXIST WALL

5/16"

SUBSTRATE

STAINLESS STEEL CERAMIC TILE TRIM

INTEGRAL EPOXY BASE

CERAMIC WALL TILE

GROUT

FINISH FLOOR

RADIUS COVE BASE

EXIST WALL

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ROOM FINISH SCHEDULE

ROOM

NUMBER ROOM NAME FLOOR

BASE WALLS

CEILING REMARKSMATERIAL HEIGHT NORTH EAST SOUTH WEST

GROUND FLOOR

100 MEN EF-1 EB-1 4" TLC-1 / PE-1 TLC-1 / PE-1 TLC-1 / PE-1 TLC-1 / PE-1 ACT-2

100A MEN LOCKER EF-1 EB-1 4" PE-1 PE-1 PE-1 PE-1 ACT-2 / PA-3

101 BREAK ROOM RF-1 RB-1 4" PA-4 PA-4 PA-4 PA-4 ACT-1 PLAM CASEWORK AND SOLID

SURFACE COUNTER TOP

101A JANITOR CLOSET CS-1 RB-1 4" PE-1 PE-1 PE-1 PE-1 EXIST

101B WOMEN EF-1 EB-1 4" TLC-1 / PE-1 TLC-1 / PE-1 TLC-1 / PE-1 TLC-1 / PE-1 PA-3

104 UNASSIGNED EF-2 EB-2 4" PA-4 PA-4 PA-4 PA-4 ACT-1 REINFORCED GYPSUM

BOARD LID

105 UNASSIGNED EF-2 EB-2 4" PA-4 PA-4 PA-4 PA-4 ACT-1 REINFORCED GYPSUM

BOARD LID

106 UNASSIGNED EF-2 EB-2 4" PA-4 PA-4 PA-4 PA-4 ACT-1 REINFORCED GYPSUM

BOARD LID

109 STORAGE -- -- -- -- -- -- -- -- EXISTING - NOT IN SOW

110 MEN -- -- -- -- -- -- -- -- EXISTING - NOT IN SOW

110A CORRIDOR RF-1 RB-1 4" PA-1 PA-1 PA-1 PA-1 ACT-1 EXISTING BLOCK WALLS TO

REMAIN, PAINT ABOVE

111 OFFICE -- -- -- -- -- -- -- -- EXISTING - NOT IN SOW

112 WOMEN -- -- -- -- -- -- -- -- EXISTING - NOT IN SOW

113 OFFICE -- -- -- -- -- -- -- -- EXISTING - NOT IN SOW

114 OFFICE -- -- -- -- -- -- -- -- EXISTING - NOT IN SOW

115 WOMEN EF-1 EB-1 4" TLC-1 / PE-1 TLC-1 / PE-1 TLC-1 / PE-1 TLC-1 / PE-1 ACT-2

115A WOMEN LOCKER EF-1 EB-1 4" PE-1 PE-1 PE-1 PE-1 ACT-2 / PA-3

116 UTILITY CS-1 RB-1 4" PE-1 PE-1 PE-1 PE-1 PA-3 RATED GYPSUM BOARD LID

117 UTILITY CS-1 RB-1 4" PE-1 PE-1 PE-1 PE-1 PA-3

117A STAIRS CS-1 RB-1 4" PA-1 PA-1 PA-1 PA-1 EXIST EXISTING BLOCK WALLS TO

REMAIN, PAINT ABOVE

118 MEN EF-1 EB-1 4" TLC-1 / PE-1 TLC-1 / PE-1 TLC-1 / PE-1 TLC-1 / PE-1 ACT-2

118A MEN LOCKER EF-1 EB-1 4" TLC-1 / PE-1 TLC-1 / PE-1 TLC-1 / PE-1 TLC-1 / PE-1 ACT-2

119 ELECTRICAL -- -- -- -- -- -- -- -- EXISTING - NOT IN SOW

SECOND FLOOR

200 OPEN OFFICE RF-1 RB-1 4" PA-1 PA-1 PA-1 PA-4 ACT-1

201 OFFICE RF-1 RB-1 4" PA-4 PA-1 PA-1 PA-1 ACT-1

202 OFFICE RF-1 RB-1 4" PA-1 PA-1 PA-2 PA-1 ACT-1

203 OFFICE RF-1 RB-1 4" PA-4 PA-1 PA-1 PA-1 ACT-1

204 OFFICE RF-1 RB-1 4" PA-1 PA-1 PA-4 PA-1 ACT-1

205 CORRIDOR RF-1 RB-1 4" PA-1 PA-1 PA-1 PA-1 ACT-1

206 UNASSIGNED RF-1 RB-1 4" PA-1 PA-1 PA-1 PA-1 / PA-4 ACT-1

207 UNASSIGNED RF-1 RB-1 4" PA-4 PA-1 PA-1 PA-1 ACT-1

208 UNASSIGNED RF-1 RB-1 4" PA-1 PA-1 PA-4 PA-1 ACT-1

209 UNASSIGNED RF-1…

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