5 - Control Building - (A - FA - M - P - E - SF) Series.pdf

ARCHITECTURAL DIMENSIONING

UNLESS OTHERWISE NOTED ALL

EXTERIOR DIMENSION STRINGS ARE

TO THE FINISH FACE OF WALL

(FROM OPENINGS IN WALL)

UNLESS OTHERWISE NOTED LOCATE

THE EDGE OF DOOR JAMBS 8" OFF OF

THE FINISHED FACE OF ADJACENT

CMU PARTITION

UNLESS OTHERWISE NOTED ALL

DIMENSION STRINGS ARE TO THE

FINISH FACE OF WALL OR PARTITION

4. DO NOT SCALE DRAWINGS - FOLLOW WRITTEN DIMENSIONS ONLY.

5. TYPICALLY, DIMENSIONS ARE TO FACES OF FINISHED WALL OR

PARTITION SURFACE OR TO EDGE OF OPENINGS.

6. COORDINATE DIMENSIONS INDICATED IN THESE DRAWINGS WITH

FABRICATION OF ALL SYSTEMS AND ASSEMBLIES. COORDINATE

DIMENSIONS INDICATED WITH ACTUAL FIELD CONDITIONS. REPORT ANY

INCONSISTENCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH

WORK.

7. "EQ" AS USED IN THESE DOCUMENTS IS THE ABBREVIATION FOR "EQUAL" -

MEANING THAT THE DIMENSIONS ON A STRING ARE INTENDED TO BE OF

EQUAL LENGTH.

8. " +/- " OR "VERIFY" AS USED IN THESE DOCUMENTS MEANS THAT FOR

EXISTING CONDITIONS THE DIMENSIONS SHALL BE VERIFIED IN THE FIELD

BY THE CONTRACTOR AND FOR NEW CONDITIONS THE ACTUAL

DIMENSION AS CONSTRUCTED MAY BE ADJUSTED SLIGHTLY TO

ACCOMMODATE OTHER FACTORS.

9. "MIN" AS USED IN THESE DOCUMENTS IS THE ABBREVIATION FOR

"MINIMUM" - MEANING THAT THE CONDITION IS SLIGHTLY ADJUSTABLE BUT

MAY NOT VARY TO A DIMENSION OR QUALITY LESSER THAN THAT

INDICATED.

10. "MAX" AS USED IN THESE DOCUMENTS IS THE ABBREVIATION FOR

"MAXIMUM" - MEANING THAT THE CONDITION IS SLIGHTLY ADJUSTABLE

BUT MAY NOT VARY TO A DIMENSION OR QUALITY GREATER THAN THAT

INDICATED.

11. "CLEAR" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE

DIMENSION IS NOT ADJUSTABLE WITHOUT THE WRITTEN APPROVAL OF

THE ARCHITECT OR ENGINEER. CLEAR DIMENSIONS ARE TYPICALLY TO

FINISH FACE.

12. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY

LOCATE THE FINISHED FACES TO BE IN THE SAME PLANE.

13. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE

CONDITION OR DIMENSION IS THE SAME OR REPRESENTATIVE FOR

SIMILAR CONDITIONS THROUGHOUT.

14. "SIMILAR" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE

CONDITION OR DIMENSION IS THE SAME OR REPRESENTATIVE FOR

SIMILAR CONDITIONS THROUGHOUT.

1.

2.

3.

1. GRAPHIC DESIGNATIONS OF MASONRY PARTITIONS AND WALLS ARE

DIAGRAMMATIC ONLY AND DO NOT INDICATE OR IMPLY THE ACTUAL

NUMBER OF COURSES REQUIRED TO ACHIEVE PARTITION HEIGHTS.

2. DAM FLASHING AT JAMBS TO PREVENT WATER FROM ENTERING THE

WALL AND TO ENSURE THAT COLLECTED WATER IS DIRECTED TOWARDS

THE WEEPS.

MASONRY GENERAL NOTES

1. ANY OF THE SYMBOLS / MATERIAL REFERENCED ON THIS DRAWING MAY

OR MAY NOT OCCUR AS A PART OF THIS PROJECT AND ARE PROVIDED

FOR REFERENCE ONLY.

2. REFER TO STRUCTURAL FOR SHEAR WALLS, FOOTING AND

FOUNDATION WALL INFORMATION.

3. ALL PARTITION / WALL MOUNTED EQUIPMENT NOT INDICATED ON THE

DRAWINGS SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO

INSTALLATION.

4. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER

GENERAL NOTES AND TYPICAL DETAILS. WHERE NO SPECIFIC DETAILS

ARE INDICATED, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK

ON THE PROJECT.

5. EQUIPMENT LOCATIONS INDICATED ON ARCHITECTURAL DRAWINGS

ARE FOR REFERENCE ONLY. EQUIPMENT LOCATIONS SHALL BE

COORDINATED WITH UTILITIES INDICATED ON CIVIL, MECHANICAL,

PLUMBING, AND ELECTRICAL DRAWINGS.

6. WHILE CARE HAS BEEN TAKEN TO COORDINATE MECHANICAL AND

ELECTRICAL PENETRATIONS WITH ARCHITECTURAL WORK,

CONTRACTOR IS RESPONSIBLE FOR FRAMING MODIFICATIONS AND

PATCHING REQUIRED WHETHER SPECIFICALLY SHOWN OR NOT.

7. IN EXTERIOR WALLS WITH THERMAL INSULATION, PROVIDE

CONTINUOUS AIR BARRIER WHETHER NOTED ON DETAILS OR NOT.

8. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED

CEILING PLANS FOR THE GENERAL INTENDED LAYOUTS OF MECHANICAL

AND ELECTRICAL SYSTEMS.

9. INSTALLED FLOOR FINISHES SHALL BE PROTECTED FROM DIRECT

CONTACT BY MEANS OF COVERING FOR DURATION OF CONSTRUCTION.

10. "GFGI" AS USED IN THESE DOCUMENTS IS THE ABBREVIATION FOR

"GOVERNMENT FURNISHED, GOVERNMENT INSTALLED".

ARCHITECTURAL GENERAL NOTES

AIR BARRIERS

1. THE ENTIRE BUILDING IS CONSIDERED ONE ZONE.

2. ALL AIR BARRIER SYSTEMS ARE FLASHED AND SEALED AIR TIGHT AT ALL

LOUVERS, DOORS, AND AT ALL WALL AND ROOF TRANSITIONS AND

PENETRATIONS TO MAINTAIN A CONTINUOUS PLANE OF AIR TIGHTNESS

THROUGHOUT THE BUILDING ENVELOPE.

3. LAP ALL AIR BARRIER SYSTEMS 4" MINIMUM AND SEAL AIR TIGHT ONTO

THE ADJACENT SURFACE TO MAINTAIN A CONTINUOUS PLANE OF AIR

TIGHTNESS THROUGHOUT THE BUILDING ENVELOPE.

GENERAL SYMBOLS

KEYED NOTE

DOOR TAG

PARTITION TYPE TAG

(FIRST DIGIT INDICATES HOURLY FIRE RATING)

ELEVATION TARGET

NORTH ARROW

REVISION CLOUD

REVISION DESIGNATION TAG

LOUVER TYPE TAG

BREAK LINE

INDICATES PLAN NORTH

INTERIOR ELEVATION DESIGNATION

EXTERIOR ELEVATION DESIGNATION

SECTION / DETAIL DESIGNATION

DETAIL DESIGNATION

DRAWING /DETAIL LOCATION DESIGNATION

DRAWING/DETAIL TITLE

SHEET NUMBER DESIGNATION WHERE

FIRST REFERENCED

DRAWING/DETAIL LIMITS

DRAWING / DETAIL LOCATION

DESIGNATION

SHEET NUMBER DESIGNATION

WHERE FIRST REFERENCED

DRAWING / DETAIL LOCATION DESIGNATION

SHEET NUMBER DESIGNATION WHERE SHOWN

DRAWING/DETAIL LOCATION DESIGNATION

SHEET NUMBER DESIGNATION WHERE SHOWN

SHEET NUMBER DESIGNATION WHERE SHOWN

DRAWING/DETAIL LOCATION DESIGNATION

DRAWING SCALE

ROOM TAG

A1

A-100

A1

A-100

A1

A-200

A1A-400

L1

N

1A

A1

DRAWING NAME

1/8" = 1'-0"

A-123

DRAWING DESIGNATION

ROOM

NAME

ROOM NUMBER

ROOM NAME

ELEMENT ELEVATED

EL:XX' - XX"

INDICATES TRUE NORTH

GENERAL NOTES

1. THE "CONTRACTING OFFICER" IS THE NEW YORK DISTRICT UNITED

STATES ARMY CORPS OF ENGINEERS (USACE). THE "ARCHITECT /

ENGINEER" IS JACOBS.

2. IF, AT ANY TIME, THE CONTRACTOR DISCOVERS A CONDITION WHICH

CONFLICTS WITH THE DRAWINGS AND/OR SPECIFICATION OR IF THE

CONTRACTOR DISCOVERS AN UNCLEAR OR MISLEADING DIRECTIVE GIVEN

IN THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL BRING

THE ISSUE IMMEDIATELY TO THE ATTENTION OF THE

ARCHITECT/ENGINEER.

3. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

FABRICATION AND/OR CONSTRUCTION.

4. ALL WORK INDICATED ON THE DRAWINGS IS THE SOLE RESPONSIBILITY

OF THE CONTRACTOR UNLESS OTHERWISE NOTED.

5. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS AND

METHODS AND SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL

SOLELY AND COMPLETELY BE RESPONSIBLE FOR CONDITIONS OF THE

PROJECT ON WHICH THE WORK IS TO BE PERFORMED AND FOR THE

SAFETY OF ALL PERSONS AND/OR PROPERTY DURING THE

PERFORMANCE OF THE CONTRACT.

6. REFER TO THE PROJECT MANUAL FOR GENERAL CONTRACT

REQUIREMENTS AND SPECIFICATIONS.

7. KEYED NOTES LISTED ON DRAWINGS REFER ONLY TO THOSE KEYED

NOTE SYMBOLS ASSOCIATED WITH THE PARTICULAR DRAWING WHERE

THE KEYED NOTES ARE LISTED.

8. RESPECTIVE PLUMBING, MECHANICAL, AND ELECTRICAL

SUBCONTRACTORS SHALL PROVIDE GENERAL CONTRACTOR WITH ALL

REQUIRED ACCESS PANELS FOR GENERAL CONTRACTOR TO INSTALL IN

THE BUILDING.

9. ALL BUILDING STEEL EXPOSED AT EXTERIOR SHALL BE HOT DIPPED

GALVANIZED AND PAINTED UNLESS OTHERWISE NOTED. EXTERIOR

FRAMING MEMBERS SHALL BE HOT DIPPED GALVANIZED AND COATED

WITH A HIGH PERFORMANCE COATING. ALL INTERIOR EXPOSED STEEL

SHALL BE PAINTED UNLESS OTHERWISE NOTED.

10. THERE ARE NO ASBESTOS CONTAINING MATERIALS SPECIFIED AND THEY

SHALL NOT BE USED ON THIS PROJECT.

11. THE SITE SHALL BE AVAILABLE DURING NORMAL WORKING HOURS TO THE

CONTRACTING OFFICER AND ARCHITECT WITHOUT NOTICE.

12. THE HAUL ROUTE TO THE SITE SHALL BE COORDINATED WITH THE

CONTRACTING OFFICER.

13. ACCESS TO THE WORK AREA SHALL BE AS DIRECTED BY THE

CONTRACTING OFFICER.

14. COORDINATE THE WORK OF ALL TRADES AND CHECK ALL DIMENSIONS.

ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE

ARCHITECT/ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING

WITH THE WORK.

15. THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS

ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IF A

DISCREPANCY EXISTS BETWEEN THE ARCHITECTURAL DRAWINGS AND

ENGINEER'S DRAWINGS, SUCH DISCREPANCY SHALL BE BROUGHT TO THE

ARCHITECT/ENGINEER'S ATTENTION IN WRITING PRIOR TO INSTALLATION

OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE

ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR

AT CONTRACTOR'S EXPENSE.

16. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.

WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF

SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS SHALL BE

USED SUBJECT TO REVIEW BY THE ARCHITECT/ENGINEER.

17. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF EXIT SIGNS AND

EMERGENCY LIGHTING.

18. RUBBER-TIRED EQUIPMENT SHALL BE USED FOR TRANSPORTING

MATERIALS AND EQUIPMENT ON PAVED SURFACES AND WITHIN THE

BUILDING. VEHICLES MOVING ON FLOOR SLABS SHALL HAVE TIRE BOOTS.

DUCT TAPE ON TIRES IS NOT ALLOWED.

19. EXPOSED CONCRETE FLOORS SHALL BE PROTECTED DURING

CONSTRUCTION AND SHALL BE FREE OF ALL CONSTRUCTION MARKERS,

STAINS, PAINTS, OIL, OR OTHER DEFECTS. PATCH, IF REQUIRED, PRIOR TO

HARDENING AND SEALING.

20. CONFINE EQUIPMENT, STORAGE OF MATERIALS, AND OPERATIONS OF

WORKERS TO LIMITS AS DIRECTED.

21. THE CONTRACTING OFFICER ASSUMES NO RESPONSIBILITY FOR DAMAGE

OR LOSS DUE TO STORING OF MATERIALS AND EQUIPMENT.

22. MANUFACTURER'S NAME AND/OR MODEL NUMBERS ARE BEING UTILIZED

FOR BASIS OF DESIGN ONLY. THE SPECIFICATION OUTLINES THE

SPECIFIC CRITERIA FOR THE EQUIPMENT OR MATERIAL AND IS NON-

PROPRIETARY.

23. MANUFACTURED MATERIALS, EQUIPMENT, ETC SHALL BE INSTALLED IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND

INSTRUCTIONS/REQUIREMENTS UNLESS OTHERWISE NOTED.

24. IF DRAWINGS IN THIS SET ARE NOT 22"x 34" THEY HAVE BEEN REVISED

FROM THEIR ORIGINAL SIZE. SCALES NOTED ON PLANS AND DETAILS ARE

NO LONGER APPLICABLE.

25. PROVIDE A RED LINED "RECORD" CONSTRUCTION DOCUMENT SET AT THE

SITE. THE CONTRACTING OFFICER RESERVES THE RIGHT TO REVIEW

THESE DOCUMENTS ON A DAILY BASIS.

26. LOCATE ALL UNDERGROUND UTILITIES, ETC. PRIOR TO THE START OF

CONSTRUCTION.

27. KEEP MEANS OF EGRESS CORRIDORS PROPERLY ILLUMINATED AND FREE

OF OBSTRUCTIONS AT ALL TIMES DURING CONSTRUCTION.

28. WORK SHALL CONFORM TO APPLICABLE CODES, REGULATIONS, AND

ORDINANCES. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING AND

OCCUPANCY PERMITS.

29. ESTABLISH A SITE BENCHMARK FOR ALL SUBCONTRACTORS TO USE. ALL

TRADES SHALL USE THE SAME BENCHMARK.

30. ITEMS INDICATED ON THE DRAWINGS AS "GFGI" MEANS GOVERNMENT

FURNISHED AND GOVERNMENT INSTALLED. COORDINATE WITH THE

GOVERNMENT FOR THE REQUIRED POWER, PLUMBING, AND OTHER

REQUIRED UTILITIES AS APPLICABLE.

31. ITEMS INDICATED ON THE DRAWINGS AS "GFCI" MEANS GOVERNMENT

FURNISHED AND CONTRACTOR INSTALLED. COORDINATE WITH ALL SCOPE

OF WORK.

32. ALL SUSPENDED ITEMS OF THE WORK EXCEEDING 31 POUNDS IN WEIGHT

(EXCLUDING DISTRIBUTED SYSTEMS SUCH AS PIPING NETWORKS) SHALL

BE ANCHORED TO RESIST A HORIZONTAL LOAD EQUAL TO 0.5 TIMES THE

COMPONENT WEIGHT IN ACCORDANCE WITH UFC 4-010-01. THIS

REQUIREMENT DOES NOT PRECLUDE REQUIREMENTS FOR SEISMIC

ANCHORAGE IN ACCORDANCE WITH ASCE 7-10 AND THE PROJECT

SPECIFICATIONS.

33. FOR LIFE SAFETY PLANS AND INFORMATION REFER TO A-100.

34. DO NOT PAINT BUILDING GROUNDING CABLES.

35. ALL PENETRATIONS THROUGH STEEL STANDING SEAM ROOF SHALL BE

COORDINATED WITH THE STEEL STANDING SEAM ROOFING

MANUFACTURER/INSTALLER TO ENSURE PENETRATIONS OCCUR

BETWEEN SEAMS.

36. MOUNT ALL PIPING, EQUIPMENT, DUCTWORK, ETC. AS HIGH AS POSSIBLE

IN ALL AREAS UNLESS OTHERWISE NOTED. ALL HANGER SUPPORTS SHALL

BE ATTACHED TO STRUCTURAL STEEL. NOTHING MAY BE SUPPORTED

FROM ROOF DECK.

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IDENTIFICATION

SHEET OF 493

US Army Corps of Engineers

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

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LIFE SAFETY PLAN LEGEND

W = CLEAR WIDTH OF LIMITING COMPONENT (in)

X = OCCUPANTS USING EXIT

Y = EXIT CAPACITY

Z = EGRESS WIDTH PER OCCUPANT (in/PERSON)

(NFPA TABLE 7.3.3.1)

TRAVEL DISTANCE: 200' - 0" MAX.

DEAD END TRAVEL DISTANCE: 50'-0" MAX.

COMMON PATH TRAVEL DISTANCE: 50'-0" MAX.

FIRE EXTINGUISHER LOCATION (GFGI)

EXIT DISCHARGE AT EXTERIOR

EXIT SIGN (ILLUMINATED) - REFER TO ELECTRICAL

X

Y

W

Z

TD = XX"

MAXIMUM NUMBER OF OCCUPANTS ACCORDING TO OCCUPANCY

(NFPA 101 TABLE 7.3.1.2 AND UFC 3-600-01; TABLE 10-1)

MECHANICAL AND ELECTRICAL

(300 SQ. FT / PERSON GROSS)

OCCUPANCY CLASSIFICATION

DE = XX"

CP = XX"

APPLICABLE CODES:

CODE VERSION

1. INTERNATIONAL BUILDING CODE (IBC) 2015

2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 1 FIRE CODE 2015

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2015

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2016

NFPA 24 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS 2016

AND THEIR APPURTENANCES

NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 2015

NFPA 33 STANDARD FOR SPRAY APPLICATION USING FLAMMABLE OR 2015

COMBUSTIBLE MATERIALS

NFPA 37 STANDARD FOR THE INSTALLATION AND USE OF STATIONARY

COMBUSTION ENGINES AND GAS TURBINES 2015

NFPA 70 NATIONAL ELECTRICAL CODE 2017

NFPA 101 LIFE SAFETY CODE 2015

NFPA 110 STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS 2016

NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION 2015

3. UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-200-01 DoD BUILDING CODE (GENERAL BUILDING REQUIREMENTS) CHANGE 1, 01 FEB 2018 UFC 3-230-01 WATER STORAGE, DISTRIBUTION, AND TRANSMISSION CHANGE 2, 01 JULY 2014

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES

CODE COMPLIANCE NOTES:

CATEGORY VALUE REFERENCE

1. OCCUPANCY CLASSIFICATIONS: UTILITY AND MISCELLANEOUS IBC SECTION 312.1

GROUP (U)

2. BUILDING TYPE: 2B IBC SECTION 602

3. ALLOWABLE NUMBER OF STORIES: U: 2 STORIES OR 55 FEET IBC TABLE 504.3 AND 504.4

4. ALLOWABLE SQUARE FOOTAGE: U: 8,500 SQ. FT. (NS) IBC TABLE 506.2

5. INCREASES DUE TO FRONTAGE: Aa = [At + (NS x If)] IBC SECTION 506.2.4, EQUATION 5-1

If = [(F/P) - 0.25] x (W/30) IBC SECTION 506.3.3, EQUATION 5-5

W = X FT. / 30 FT. IBC SECTION 506.3.2

W = 30/30 W = 1 If = [(43.33/146.66) - 0.25] x (1) If = 0.045 Aa = [8,500 + (8,500 x 0.045)] Aa = 8,886 SQ. FT.

ACTUAL VALUES:

CATEGORY VALUE

1. ACTUAL NUMBER OF STORIES 2 OR 17'-7" FEET AT RIDGE

2. ACTUAL SQUARE FOOTAGE 1,300 SQ. FT.

(TOTAL BUILDING)

FIRE RESISTIVE REQUIREMENTS: IBC TABLE 601 AND 602

BUILDING ELEMENT RATING (HOURS)

1. PRIMARY STRUCTURAL FRAME: 0

2. BEARING WALLS

A. EXTERIOR 0

B. INTERIOR 0

3. NON-BEARING WALLS AND PARTITIONS

A. EXTERIOR (TB 602)* 0

B. INTERIOR 0

4. FLOOR CONSTRUCTION AND 0

ASSOCIATED SECONDARY MEMBERS

5. ROOF CONSTRUCTION AND 0

ASSOCIATED SECONDARY MEMBERS

*FIRE SEPARATION DISTANCE TO NEAREST ADJACENT STRUCTURE X > 30 FT

MEANS OF EGRESS:

CATEGORY VALUE REFERENCE

1. EGRESS WIDTH PER

OCCUPANT SERVED (INCH/PERSON)

OTHER EGRESS (NON-SPRINKLERED) 0.20 NFPA 101 7.3.3.1

2. CLEAR MINIMUM EXIT WIDTH 32 INCHES NFPA 101 7.2.1.2.3

3. MINIMUM MEANS OF EGRESS WIDTH 36 INCHES NFPA 101 7.3.4.1 (2)

4. MAXIMUM TRAVEL DISTANCES:

STORAGE (UTILITY/NON-SPRINKLERED) 200 FT. NFPA 101 TB A.7.6

5. COMMON PATHS OF EGRESS TRAVEL:

UTILITY (NON-SPRINKLERED) 50 FT. NFPA 101 TB A.7.6

6. DEAD END MAXIMUM LENGTH:

UTILITY (NON-SPRINKLERED) 50 FT. NFPA 101 TB A.7.6

STORAGE

(500 SQ. FT / PERSON GROSS)

478 SF

GENERATOR

ROOM

329 SF

ELECTRICAL

ROOM

270 SF

FILE

STORAGE

ROOM

34.75

0.2

68.75

0.2

68.75

0.2

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Option Conflict

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192 SF

FILE

STORAGE

ROOM

65 SF

TOILET

THIS AREA SHALL

BE CLASSIFIED

AS A "WET AREA"

68.75

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KEYED NOTE

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CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

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G re e n

B ro o k N

J P u m p S ta ti o n s

A R

C H

.r v t

/2

/2

:1

:1

A

M

/2

/2

:1

:1

A

M

A-100

G . S

T A

U D

E R

K . B

A N

K S

J.

F

O U

LK

M . H

E M

M E

R

A R

C H

IT

E

C T

U R

A L

L

IF

E S

A F

E T

Y P

L A

N S

1/4" = 1'-0"A1

LIFE SAFETY FLOOR PLAN - BDR 3

1/4" = 1'-0"

2' 4' 8' 12'

NN

BDR 2BDR 3

1/4" = 1'-0"A4

LIFE SAFETY FLOOR PLAN - BDR 2

A-001 A-001

2 MECHANICAL EQUIPMENT - REFER TO MECHANICAL

11 THIS PARTITION IS A 1-HOUR, FIRE RATED ASSEMBLY – PROVIDE TOP OF

WALL AND THROUGH-PENETRATION FIRE-STOPPING AT ALL JOINTS AND

PENETRATIONS

A-201

B4

A-201

B1

A-201

A1

A-201

A4

43' - 4"

3'

4" 2'

8"

6'

4"

2'

0"

3'

4" 2'

4"

7' - 0" 6' - 4" 8' - 8" 9' - 0" 4' - 4"

10' - 6" 12' - 8" 17' - 6"

GENERATOR

ROOM

ELECTRICAL

ROOM

FILE

STORAGE

ROOM

A4

A-301

A4

A-301

C4

A-301

C4

A-301

A1

A-301

A1

A-301

C1

A-301

C1

A-301

101B

3B

101C103A

3'

4" 8"

7' - 4 1/2" ±

PER MANUF.

5' - 3" ± 4' - 10 1/2" ±

101A

71717171

1'

6" 3' - 6"

L-5 L-4

L-4

L-3

L-2

SIMILAR

SIMILAR

SIMILAR

SIMILAR

SIMILAR

SIMILAR

3'

6"

6'

0" R

E F

E R

T O

C

IV

IL

REFER TO CIVIL

91' - 8" 6' - 4"

6' - 0" 2' - 0" 8' - 8" 2' - 8" 10' - 0" 10' - 0" 4' - 0"

L-7L-7

10 10

FLOOR PLAN GENERAL NOTES

1. REFER TO B2/A-601 FOR TYPICAL TOILET ACCESSORIES MOUNTING

HEIGHTS.

2. PLUMBING FIXTURES ARE IDENTIFIED AT INTERIOR ELEVATIONS ON

SHEET A-601.

A-201

B1

A-201

A1

A-201

A4

A4

A-301

A4

A-301

C4

A-301

C4

A-301

A1

A-301

A1

A-301

C1

A-301

C1

A-301

GENERATOR

ROOM

ELECTRICAL

ROOM

TOILET

A-601

C1

C2

C3

FILE

STORAGE

ROOM

7'

/8

NOTE: REFER TO A1/A-101

FOR TYPICAL NOTES

0H

8"

1'

4"

43' - 4"

7' - 0" 6' - 4" 8' - 8" 9' - 0" 4' - 4"

6' - 0" 2' - 0" 8' - 8" 2' - 8" 10' - 0" 10' - 0" 4' - 0"

1'

6"

3' - 6"

A-201

B4

SIMILAR

3B

103A 101C

101A

101B

1'

5"

7' - 4 1/2" ±

PER MANUF.

5' - 3" ± 4' - 10 1/2" ±

3'

4" 8"

9' - 4" 13' - 10" 17' - 6"

L-5 L-4

L-4

L-3

L-2

3'

4" 2'

8"

6'

4"

2'

0"

3'

4" 2'

4"

1' - 8" 6' - 4"6'

0" R

E F

E R

T O

C

IV

IL

REFER TO CIVIL

3'

6"

L-7 L-7

L-6

OJ

10 10

3 3

90 90

71 71

KEYED NOTE

C

B

A

1 2 3 4 5

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T

E D

B Y

P

LO

T S

C A

LE

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C K

D B

Y

D A

T E

S O

LI

C

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

U M

B E

R

W

2P 8-

-X

O C

T . 2

A N

S I D

A E

C _S he et

S ee d.

dg n M

A R

K D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

M

A R

K D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S G

R E

E N

B R

O O

K F

LO

O

D R

IS

K

M A

N A

G E

M E

N T

P R

O

JE

C T

SHEET

IDENTIFICATION

SHEET OF 493

US Army Corps of Engineers

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

D

N E

W Y

O R

K D

IS

T

R

IC

T N

E W

Y O

R K

, N E

W Y

O

B -B

A S

IN

O

F T

H E

R A

R

IT

A N

R

IV

E R

S E

G M

E N

T C

H C

O N

T R

A C

T N

O . 2

B O

R O

. O F

M

ID

D

LE

S E

X A

N D

G R

E E

N B

R O

O K

T W

P , N

J

J A C O B S

WORK ON THIS

SHEET IS IN THE

OPTION 2 CONTRACT

S tl fi l0

\p ro j\ F

W

\7 c a d d \7

A R

C H

\7

.1 R e v it \M o d e ls

\F W

G re e n

B ro o k N

J P u m p S ta ti o n s

A R

C H

.r v t

/2

/2

:1

:1

A

M

/2

/2

:1

:1

A

M

A-101

G . S

T A

U D

E R

K . B

A N

K S

B . H

E N

D O

N

M . H

E M

M E

R

A R

C H

IT

E

C T

U R

A L

F L O

O R

P L A

N S

1/4" = 1'-0"A1

FLOOR PLAN - BDR 3

1/4" = 1'-0"

2' 4' 8' 12'

71 BOLLARD (TYPICAL) - ALIGN TANGENT WITH FACE OF JAMB - REFER TO

A5/A-531

90 BRICK VENEER EXPANSION JOINT - REFER TO B1/A-601 (SIMILAR)

94 WALL HYDRANT - REFER TO PLUMBING.

2 MECHANICAL EQUIPMENT - REFER TO MECHANICAL

3 FIRE EXTINGUISHER ON BRACKET (GFGI)

5 FLOOR DRAIN / CLEAN OUT - REFER TO PLUMBING

6 PIPING CHASE - REFER TO PLUMBING

7 ELECTRICAL EQUIPMENT - REFER TO ELECTRICAL AND MECHANICAL

8 FUEL TANK PAD - REFER TO CIVIL. FUEL TANK - REFER TO MECHANICAL

9 EXTERIOR CONCRETE DOOR STOOP

10 CONCRETE MASONRY UNIT (CMU) WALL, TYP - REFER TO STRUCTURAL,

SF-101 & SF-102 FOR REINFORCING AND DETAILS

NN

BDR 2BDR 3

1/4" = 1'-0"A4

FLOOR PLAN - BDR 2

A-001 A-001

STAUDEGM

Text Box

8 FUEL TANK PAD - REFER TO C-501, C-503 AND SF002

1'

4"

1' - 4"

1'

4"

1' - 4"

NOTE:

PARTITION AND UNIT

HEATER SCHEDULED

TO OCCUR ONLY AT

BDR 2.

50505050

46' - 6"

:1

:1

3:12

3:12

REFLECTED CEILING PLAN GENERAL NOTES

1. REFER TO PLUMBING, MECHANICAL, AND ELECTRICAL FOR ALL VENTS,

GRILLES, REGISTERS, DIFFUSERS, DUCTS, LIGHTS, DETECTORS, ETC. AND

COORDINATE SAME AS REQUIRED.

2. COORDINATE ALL STRUCTURAL, PLUMBING, MECHANICAL, AND

ELECTRICAL WORK WITH EXPOSED CEILING HEIGHTS AND

ARCHITECTURAL WORK. WHERE CONFLICTS IN DEVICES OCCUR,

COORDINATE FINAL LOCATIONS WITH ARCHITECT.

3. EXTEND ALL PARTITIONS TO BOTTOM OF ROOF DECK (TYPICAL) UNLESS

OTHERWISE NOTED.

4. REFER TO ROOM FINISH SCHEDULE ON A-601 FOR EXPOSED CEILING

FINISHES.

5. NOTIFY ARCHITECT / ENGINEER OF ALL ITEMS NOT SHOWN ON REFLECTED

CEILING PLAN AND LOCATE PER ARCHITECT / ENGINEER DIRECTION.

6. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE

STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH

EACH PENDANT HANGER AND CAPABLE OF SUPPORTING FOUR (4) TIMES

THE WEIGHT OF THE FIXTURE.

7. REFER TO ELECTRICAL FOR LIGHTING FIXTURES TYPE AND SIZE.

ROOF PLAN GENERAL NOTES

1. FOR TYPICAL ROOF DETAILS REFER TO A-531.

2. ALL STEEL STANDING SEAM ROOFING IS 2 1/4" BATTEN SEAM - REFER TO

A3/A-501 FOR TYPICAL COMPOSITION OF SHEET METAL ROOFING.

3. ALL ROOF SYSTEMS SHALL BE FURNISHED AND INSTALLED PER ROOF

MANUFACTURER'S INSTRUCTIONS AND STANDARDS.

4. NOT ALL PLUMBING, MECHANICAL, ELECTRICAL, ETC. ITEMS MOUNTED ON

OR PENETRATING ROOF MAY BE SHOWN. REFER TO RESPECTIVE PLANS

FOR LOCATIONS. PENETRATIONS, ETC. THROUGH ROOF SYSTEM SHALL

COMPLY WITH ROOF MANUFACTURER'S PRINTED INSTRUCTIONS AND

STANDARDS.

5. ALL WORK AND MATERIALS BELONGING TO AND ADJACENT TO ROOF

SHALL BE IN FULL COMPLIANCE WITH ROOF MANUFACTURER'S STANDARD

INSTALLATION DETAILS AND WARRANTY.

6. STAGGER ALL ROOF INSULATION JOINTS. ALL INSULATION JOINTS

GREATER THAN 1/4" SHALL BE FILLER WITH INSULATION STRIPS.

7. AT ALL ROOF PENETRATIONS, FILL AIR GAPS WITH SPRAY FOAM

INSULATION TO MAINTAIN AIR TIGHTNESS.

8. ROOF SHALL HAVE A CONTINUOUS MINIMUM VALUE OF R-30 INSULATION.

9. FOR LIGHTNING PROTECTION AIR TERMINAL LOCATIONS, REFER TO

ELECTRICAL.

11. FOR LOCATION OF VENT THROUGH ROOF, REFER TO PLUMBING .

12. ALL COUNTER FLASHING AND MISCELLANEOUS METAL FLASHING SHALL

HAVE ELASTOMERIC SEALANT APPLIED AT END CONDITIONS.

13. ALL EXPOSED FASTENERS SHALL BE CORROSION RESISTANT.

14. ALL STEEL STANDING SEAM ROOF PANELS SHALL BE FIELD FORMED AND

SHALL BE WITHOUT LAPS. ALL DIMENSIONS SHALL BE FIELD VERIFIED

PRIOR TO FABRICATION / INSTALLATION.

15. NO WORK, INCLUDING STAGING OR ACCESS TO OTHER PORTIONS OF THE

WORK SHALL BE PERMITTED ON THE STEEL STANDING SEAM ROOFS.

16. ALL ROOFING SHALL COMMENCE AT THE FURTHEST POINT FROM THE

WORKERS ACCESS AND PROGRESS BACK TOWARDS THE ACCESS POINT.

17. ALL CLARIFICATIONS OR ADDITIONAL INFORMATION REQUIRED SHALL BE

IN ACCORDANCE WITH CRITERIA AND DETAILS OF THE NRCA ROOFING

AND WATER PROOFING MANUAL. ANY DEVIATION FROM THE SPECIFIED

OR INDICATED REQUIREMENTS SHALL BE SUBMITTED FOR APPROVAL BY

ARCHITECT PRIOR TO INSTALLATION.

18. ALL ROOF SYSTEMS AND COVER BOARD ANCHORAGE FASTENERS AND

SCREWS SHALL PENETRATE THE TOP OF THE ROOF DECK.

KEYED NOTE REFLECTED CEILING PLAN LEGEND

LIGHTING FIXTURE - REFER TO ELECTRIAL

EXIT SIGN (DARKEN AREA DENOTES LIGHTED FACE) -

REFER TO ELECTRICAL

UNIT HEATER - REFER TO MECHANICAL AND ELECTRICAL

C

B

A

1 2 3 4 5

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T

E D

B Y

P

LO

T S

C A

LE

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C K

D B

Y

D A

T E

S O

LI

C

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

U M

B E

R

W

2P 8-

-X

O C

T . 2

A N

S I D

A E

C _S he et

S ee d.

dg n M

A R

K D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

M

A R

K D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S G

R E

E N

B R

O O

K F

LO

O

D R

IS

K

M A

N A

G E

M E

N T

P R

O

JE

C T

SHEET

IDENTIFICATION

SHEET OF 493

US Army Corps of Engineers

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

D

N E

W Y

O R

K D

IS

T

R

IC

T N

E W

Y O

R K

, N E

W Y

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B -B

A S

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F T

H E

R A

R

IT

A N

R

IV

E R

S E

G M

E N

T C

H C

O N

T R

A C

T N

O . 2

B O

R O

. O F

M

ID

D

LE

S E

X A

N D

G R

E E

N B

R O

O K

T W

P , N

J

J A C O B S

WORK ON THIS

SHEET IS IN THE

OPTION 2 CONTRACT

S tl fi l0

\p ro j\ F

W

\7 c a d d \7

A R

C H

\7

.1 R e v it \M o d e ls

\F W

G re e n

B ro o k N

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A R

C H

.r v t

/2

/2

:1

:1

A

M

/2

/2

:1

:1

A

M

A-111

G . S

T A

U D

E R

K . B

A N

K S

B . H

E N

D O

N

M . H

E M

M E

R

A R

C H

IT

E

C T

U R

A L

R O

O F

P L A

N A

N D

R E

F L E

C T

E D

C E

IL

IN

G P

L A

N

1/4" = 1'-0"A4

REFLECTED CEILING PLAN - BDR 2 AND BRD 3

1/4" = 1'-0"A1

ROOF PLAN - BDR 2 AND BRD 3

1/4" = 1'-0"

2' 4' 8' 12'

NN

BDR 2BDR 3

31 EXPOSED STRUCTURE - PAINTED, TYPICAL

32 MECHANICAL UNIT HEATER - REFER TO MECHANICAL

46 VENTILATED ALUMINUM SOFFIT

50 BATTEN SEAM METAL ROOFING

51 GENERATOR EXHAUST THROUGH ROOF - REFER TO MECHANICAL. LOCATE

THE EXHAUST AS HIGH AS POSSIBLE ON ROOF

52 RIDGE VENT - REFER TO B3/A-531

53 VENT THROUGH ROOF - REFER TO D3/A-531 AND PLUMBING OR

MECHANICAL

EXTERIOR FINISH SCHEDULE REMARKS:

1. REFER TO MECHANICAL

2. REFER TO ELECTRICAL

3. REFER TO PLUMBING

FINISH FLOOR

EL: 100' - 0"

T.O. MASONRY

EL: 112' - 0"

GRADE

EL: 99' - 10" 13' - 4"14' - 8"14' - 0"

90 90

7272 7373

2" 7'

4"

1'

4"

3:12 3:12

93 93

FINISH FLOOR

EL: 100' - 0"

T.O. MASONRY

EL: 112' - 0"

GRADE

EL: 99' - 10" 17' - 8" 11' - 0" 1' - 4"

717171

1'

4" 7'

4"

2"

3' - 4"

FINISH FLOOR

EL: 100' - 0"

T.O. MASONRY

EL: 112' - 0"

GRADE

EL: 99' - 10" 1' - 4"

8989 88

71 71 71 71

73 73

1'

4" 7'

4"

2"

3:12 3:12

6' - 4"

2'

0"

93 93

FINISH FLOOR

EL: 100' - 0"

T.O. MASONRY

EL: 112' - 0"

GRADE

EL: 99' - 10"

2"

12 3

14' - 0" 14' - 8" 1' - 4"

90 90

1'

4" 7'

4"

2"

KEYED NOTE

C

B

A

1 2 3 4 5

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T

E D

B Y

P

LO

T S

C A

LE

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C K

D B

Y

D A

T E

S O

LI

C

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

U M

B E

R

W

2P 8-

-X

O C

T . 2

A N

S I D

A E

C _S he et

S ee d.

dg n M

A R

K D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

M

A R

K D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S G

R E

E N

B R

O O

K F

LO

O

D R

IS

K

M A

N A

G E

M E

N T

P R

O

JE

C T

SHEET

IDENTIFICATION

SHEET OF 493

US Army Corps of Engineers

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

D

N E

W Y

O R

K D

IS

T

R

IC

T N

E W

Y O

R K

, N E

W Y

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B -B

A S

IN

O

F T

H E

R A

R

IT

A N

R

IV

E R

S E

G M

E N

T C

H C

O N

T R

A C

T N

O . 2

B O

R O

. O F

M

ID

D

LE

S E

X A

N D

G R

E E

N B

R O

O K

T W

P , N

J

J A C O B S

WORK ON THIS

SHEET IS IN THE

OPTION 2 CONTRACT

S tl fi l0

\p ro j\ F

W

\7 c a d d \7

A R

C H

\7

.1 R e v it \M o d e ls

\F W

G re e n

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J P u m p S ta ti o n s

A R

C H

.r v t

/2

/2

:1

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A

M

/2

/2

:1

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A

M

A-201

G . S

T A

U D

E R

K . B

A N

K S

B . H

E N

D O

N

M . H

E M

M E

R

A R

C H

IT

E

C T

U R

A L

E X

T E

R

IO

R E

L E

V A

T

IO

N S

EXTERIOR FINISH COLOR SCHEDULE

ELEVATION

KEYED NOTE PRODUCT FINISH COLOR REMARKS

2 MECHANICAL EQUIPMENT PREFINISHED 1

50 STEEL STANDING SEAM ROOF SYSTEM PREFINISHED

51 GENERATOR EXHAUST PREFINISHED 1, 2

52 RIDGE VENT PREFINISHED MATCH STEEL STANDING SEAM ROOF

71 BOLLARD FIELD PAINTED SAFETY YELLOW

72 BRICK VENEER - COLOR A PREFINISHED

73 BRICK VENEER - COLOR B PREFINISHED

74 CONCRETE FOUNDATION --

87 LOUVER PREFINISHED

88 OVERHEAD COILING DOOR PREFINISHED

89 HOLLOW METAL DOOR AND FRAME FIELD PAINTED

90 MASONRY CONTROL JOINT PREFINISHED

93 WALL MOUNTED LIGHT FIXTURE PREFINISHED 2

94 WALL HYDRANT PREFINISHED 3

1/4" = 1'-0"

A-101

B1

EXTERIOR ELEVATION

1/4" = 1'-0"

A-101

B4

EXTERIOR ELEVATION

1/4" = 1'-0"

A-101

A1

EXTERIOR ELEVATION

1/4" = 1'-0"

A-101

A4

EXTERIOR ELEVATION

1/4" = 1'-0"

2' 4' 8' 12'

74 FINISH GRADE (TYPICAL) - HOLD 2-INCHES BELOW BRICK MASONRY

86 LOUVER - REFER TO FLOOR PLANS AND A-603

87 LOUVER - REFER TO FLOOR PLANS AND A-604

88 OVERHEAD COILING DOOR

89 HOLLOW METAL DOOR AND FRAME WITH INTEGRAL LOUVER

90 BRICK VENEER EXPANSION JOINT - REFER TO B1/A-601 (SIMILAR)

93 LIGHT FIXTURE - REFER TO ELECTRICAL SCHEDULE

94 WALL HYDRANT - REFER TO PLUMBING.

8 FUEL TANK PAD - REFER TO CIVIL. FUEL TANK - REFER TO MECHANICAL

50 BATTEN SEAM METAL ROOFING

51 GENERATOR EXHAUST THROUGH ROOF - REFER TO MECHANICAL. LOCATE

THE EXHAUST AS HIGH AS POSSIBLE ON ROOF

52 RIDGE VENT - REFER TO B3/A-531

71 BOLLARD (TYPICAL) - ALIGN TANGENT WITH FACE OF JAMB - REFER TO

A5/A-531

72 BRICK VENEER - COLOR A

73 BRICK VENEER - COLOR B - TYPICAL ACCENT BAND AROUND PERIMETER OF

BUILDING

FINISH FLOOR

EL: 100' - 0"

T.O. MASONRY

EL: 112' - 0"

GRADE

EL: 99' - 10"

A-501

A5

A-501

A4

SIMILAR

OPPOSITE

HAND

TOILET

FILE

STORAGE

ROOM

FINISH FLOOR

EL: 100' - 0"

T.O. MASONRY

EL: 112' - 0"

GRADE

EL: 99' - 10"

A-501

A4

GENERATOR

ROOM

A-604

C4

OPPOSITE

HAND

A-604

A4

OPPOSITE

HAND

2 77 76

FINISH FLOOR

EL: 100' - 0"

T.O. MASONRY

EL: 112' - 0"

GRADE

EL: 99' - 10"

A-501

A3

ELECTRICAL

ROOM

GENERATOR

ROOM

A-501

A4 SIMILAR

OPPOSITE

HAND

FILE

STORAGE

ROOM

31 51 2

FINISH FLOOR

EL: 100' - 0"

T.O. MASONRY

EL: 112' - 0"

GRADE

EL: 99' - 10"

GENERATOR

ROOM

ELECTRICAL

ROOM

A-501

A4

SIMILAR

A-501

A3 SIMILAR

OPPOSITE

HAND

TOILET

2 76 77

KEYED NOTE

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SHEET

IDENTIFICATION

SHEET OF 493

US Army Corps of Engineers

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

D

N E

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WORK ON THIS

SHEET IS IN THE

OPTION 2 CONTRACT

S tl fi l0

\p ro j\ F

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C H

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1/4" = 1'-0"

2' 4' 8' 12'

1/4" = 1'-0"

A-101

A4

BUILDING SECTION

1/4" = 1'-0"

A-101

C4

BUILDING SECTION

1/4" = 1'-0"

A-101

A1

BUILDING SECTION

1/4" = 1'-0"

A-101

C1

BUILDING SECTION

75 PENDANT LIGHTING FIXTURE, SEE LIGHTING SCHEDULE

76 CONCRETE MASONRY UNIT (CMU) WALL

77 CONCRETE SLAB

2 MECHANICAL EQUIPMENT - REFER TO MECHANICAL

8 FUEL TANK PAD - REFER TO CIVIL. FUEL TANK - REFER TO MECHANICAL

31 EXPOSED STRUCTURE - PAINTED, TYPICAL

51 GENERATOR EXHAUST THROUGH ROOF - REFER TO MECHANICAL. LOCATE

THE EXHAUST AS HIGH AS POSSIBLE ON ROOF

FINISH FLOOR

EL: 100' - 0"

T.O. MASONRY

EL: 112' - 0"

GRADE

EL: 99' - 10"

NOTE:

FOR TYPICAL NOTES REFER TO A3/A-501

A-501

A1

A-604

C1

A-604

B1

A-501

C1

SIMILAR

SIMILAR

3:12

LOUVER - REFER TO A-604 AND

MECHANICAL

RIGID INSULATION: R-15, FULL-

PERIMETER OF BUILDING, TO 24

INCHES IN WIDTH, TYP.

RIGID INSULATION: R-75, FULL-

PERIMETER OF BUILDING, FROM

SLAB TO FOOTING, TYP.

FINISH FLOOR

EL: 100' - 0"

T.O. MASONRY

EL: 112' - 0"

GRADE

EL: 99' - 10"

8" CMU WALL - REFER TO STRUCTURAL

2" (R-9.5 MINIMUM) THERMAL INSULATION

2 3/4" AIR SPACE

VENEER TIES

BRICK VENEER - COLOR A

SLAB ON GRADE CONCRETE -

REFER TO STRUCTURAL

CONCRETE FOUNDATION WALL AND

FOOTING - REFER TO STRUCTURAL

SITE PAVEMENT - REFER TO CIVIL

BATTEN-SEAM METAL ROOFING SYSTEM

SELF-ADHERING HIGH TEMPERATURE

UNDERLAYMENT OVER ALL COVER BOARD

1/2" COVER BOARD

6" (R-30 MINIMUM) THERMAL INSULATION

ROOF DECK - REFER TO STRUCTURAL

A-501

A1

1'

4" 7'

1/

2"

BRICK VENEER - COLOR B

A-501

C1

3:12FRAMING - REFER TO STRUCTURAL

FLUID-APPLIED AIR BARRIER

RIGID INSULATION: R-15, FULL-PERIMETER

OF BUILDING, TO 24 INCHES IN WIDTH, TYP.

RIGID INSULATION: R-75, FULL-PERIMETER

OF BUILDING, FROM SLAB TO FOOTING, TYP.

FINISH FLOOR

EL: 100' - 0"

GRADE

EL: 99' - 10"

1/2" CONCRETE EXPANSION JOINT

AND SEALANT

CONCRETE FOUNDATION WALL -

REFER TO STRUCTURAL

HEMMED 26 GAGE STAINLESS STEEL

FLASHING WITH DRIP EDGE SET IN

CONTINUOUS BEAD OF SEALANT - PLACE

SEALANT ON HORIZONTAL SURFACE

MASONRY WEEP VENTILATORS AT

32" OC UNLESS OTHERWISE NOTED

FLEXIBLE FLASHING - LAP STAINLESS STEEL

FLASHING 4" MINIMUM AND SEAL IN MASTIC

CAVITY DRAINAGE MATERIAL

2" (R-9.5 MINIMUM) THERMAL INSULATION

MASONRY VENEER TIES

4"

2"

FLUID-APPLIED AIR BARRIER

RIGID INSULATION: R-15, FULL-PERIMETER

OF BUILDING, TO 24 INCHES IN WIDTH, TYP.

RIGID INSULATION: R-75, FULL-PERIMETER

OF BUILDING, FROM SLAB TO FOOTING, TYP.

FINISH FLOOR

EL: 100' - 0"

T.O. MASONRY

EL: 112' - 0"

A-604

C1

A-603

B1

A-501

C1

SIMILAR

NOTE:

FOR TYPICAL NOTES REFER TO A3/A-501

3:12

HOLLOW METAL DOOR AND

FRAME WITH INTEGRAL

LOUVER TRANSOM - REFER

TO A-603

SITE PAVEMENT SLOPED UP

TO DOOR SILL - REFER TO

CIVIL

A-603

B3

SIMILAR

RIGID INSULATION: R-15, FULL-

PERIMETER OF BUILDING, TO

24 INCHES IN WIDTH, TYP.

RIGID INSULATION: R-75, FULL-

PERIMETER OF BUILDING,

FROM SLAB TO FOOTING, TYP.

T.O. MASONRY

EL: 112' - 0"

ROOF FRAMING AND CONNECTIONS -

REFER TO STRUCTURAL - CMU

SHALL BE CUT AS REQUIRED AND

CONTINUE BETWEEN FRAMING

BATTEN-SEAM METAL

ROOF OVER ROOF

DECK TURNED DOWN

TO BOTTOM OF SOFFIT

2-1/2" (16 GAGE) COLD-FORMED

METAL FRAMING AT 24" O.C.

1 1/2" HAT CHANNELS FASTENED

TO COLD-FORMED METAL FRAMING

PREFINISHED VENTILATED

ALUMINUM SOFFIT

6"x6"x1/4" BENT PLATE (INTERIOR AND EXTERIOR)

WITH BATT INSULATION TO FILL VOID BETWEEN

FRAMING - TYPICAL AROUND PERIMETER

BATTEN-SEAM METAL

ROOF SYSTEM TRIM AND

FLASHING ACCESSORIES

1'

/1 6"

3 7/16"

3:12

CONTINUOUS PERIMETER

STEEL BENT PLATE -

REFER TO STRUCTURAL

BATTEN-SEAM CAP - CUT RIBS,

FIELD BEND ROOF PANELS, AND

SEAL TO CONFIGURATION AND

ANGLE INDICDATED

FOAMED-IN-PLACE INSULATION IN ROOF DECK

RIBS IN PLANE WITH WALL CAVITY THERMAL

INSULATION (WHERE EXPOSED, INSULATION

SHALL BE COVERED WITH A THERMAL BARRIER)

FLUID-APPLIED AIR BARRIER

A-531

C2

2' C

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IDENTIFICATION

SHEET OF 493

US Army Corps of Engineers

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

D

N E

W Y

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N D

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J A C O B S

WORK ON THIS

SHEET IS IN THE

OPTION 2 CONTRACT

S tl fi l0

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3/4" = 1'-0"

A-301

A4

WALL SECTION

3/4" = 1'-0"

A-301

A3

WALL SECTION

1 1/2" = 1'-0"

A-501

A1

EXTERIOR DETAIL

0 2'

1 1/2" = 1'-0"

6" 1'

0 2'

3/4" = 1'-0"

6" 1' 4'

3/4" = 1'-0"

A-301

A5

WALL SECTION

1 1/2" = 1'-0"

A-501

C1

EXTERIOR DETAIL

4" NON-SHRINK GROUT

CONVEX FORMED CAP

6" DIAMETER (NOMINAL)

GALVANIZED SCHEDULE 80

PIPE FILL WITH CONCRETE

TO WITHIN 4" OF TOP OF PIPE

18" DIAMETER

CONCRETE PIER

COMPACTED FILL

PROVIDE FOUR 1/2"

DIAMETER x 3" LONG RODS

WELDED TO PIPE BOLLARD

CONCRETE FILL

7"

3' -0

4"

3' -0

EXTERIOR PAVING -

REFER TO CIVL

SHAPE GROUT DOME

WITH PREFORMED

SMOOTH CUP TO ACHIEVE

SHAPE INDICATED

3/ 4"

NOTE:

REFER TO FLOOR PLANS ON

A-101 FOR LAYOUT AT DOORS

WRAP CONTINUOUS UNDERLAYMENT

AROUND PIPE TO MAINTAIN

CONTINUOUS AIR BARRIER

CUT PANEL 1" CLEAR AROUND

PIPE FOR EXPANSION

1/2" COVER BOARD

SECURE FLUE TO

STRUCTURE BELOW ROOF

TURN DOWN PANEL

EDGE TO STIFFEN

BATTEN-SEAM

METAL ROOF

PIPE, REFER TO PLUMBING -

PAINT TO MATCH COLOR OF

BATTEN-SEAM METAL ROOF

NOTE: THIS DETAIL IS THE

EXCEPTION TO DETAIL D3/A-531

AND SHALL NOT BE USED

EXCEPT WITH WRITTEN

AGREEMENT BY ARCHITECT

PIPE, REFER TO PLUMBING

PIPE BOOT SET IN

CONTINUOUS BED OF SEALANT

TURN SEAM DOWN

SET IN SEALANT

WRAP CONTINUOUS UNDERLAYMENT

AROUND PIPE TO MAINTAIN

CONTINUOUS AIR BARRIER

BATTEN-SEAM METAL ROOF

SEALANT, REFER TO EAVE

CONDITIONS; END

CLOSURE DETAIL

TURN DOWN PANEL EDGE TO

STIFFEN OPENING

1/2" COVER BOARD

CUT PANEL 1" CLEAR AROUND

PIPE FOR EXPANSION

SECURE FLUE TO STRUCTURE

BELOW ROOF

FLATTEN PANEL RIBS AT POINT OF

INTERSECTION TO ALLOW BOOT TO

NEST FLAT AGAINST PANEL PAN

CLAMPING RING, TYPICALFOR SECTION THROUGH FLUE REFER

TO D3/A-531

PROVIDE CONTINUOUS SEALANT UNDER

BOOT PERIMETER -FASTEN PER

MANUFACTURER'S RECOMMENDATIONS

BUT MAXIMUM 3" OC

PRE-MANUFACTURED,

WEATHERPROOF, FLEXIBLE PIPE

FLASHING TO 6-INCHES ABOVE

ROOFING. COLOR OF FLASHING TO

MATCH ROOFING, TYPICAL.

FOR SECTION THROUGH

FLUE REFER TO D5/A-531

FLAT STOCK PANEL CUT TO

ALLOW FOR EXPANSION AROUND

PIPE, COLOR SHALL MATCH ROOF

PROVIDE CONTINUOUS SEALANT

UNDER BOOT PERIMETER -FASTEN PER

MANUFACTURER'S RECOMMENDATIONS

BUT MAXIMUM 3" OC

FLATTEN PANEL RIBS AROUND

CUT OPENING TO ALLOW FLAT

STOCK TO SEAL TIGHT AGAINST

PANEL PAN UNDERSIDE

SET FLAT STOCK PANEL IN

CONTINUOUS BED OF SEALANT

AROUND ENTIRE CUT OUT

OPENING IN PANELS. RIVETS

SHALL BE COMPLETELY

SEALED.

CLAMPING RING, TYPICAL

PRE-MANUFACTURED,

WEATHERPROOF, FLEXIBLE PIPE

FLASHING TO 6-INCHES ABOVE

ROOFING. COLOR OF FLASHING

TO MATCH ROOFING, TYPICAL.

FACTORY APPLIED BUTYL SEALANT

MANUFACTURER'S

RECOMMENDED STAINLESS

STEEL CLIP SYSTEM

BATTEN-SEAM METAL ROOF PANEL

TOP OF COVER BOARD

CONTINUOS BATTEN CAP SHALL MATCH

ROOF PANEL FINISH AND COLOR

1/

4"

/1 6"

VENTED SPACE: KEEP CAVITY

CLEAR OF ALL DEBRIS. DO NOT

BLOCK CAVITY WITH ANYTHING

THAT MAY RESTRICT AIR FLOW.

STANDING SEAM FASTENERS

AND WASHERS - ANCHOR

THROUGH TO STEEL DECK

BELOW - TYPICAL

FIELD REMOVE HEM

OF LOWER FLASH

RIDGE FLASH

SECTION VIEW

MINIMUM 4" NOTCH AND LAP

DO NOT INSTALL

FASTENERS

INTO BATTENS

NON-CURING

BUTYL (MINIMUM

TWO BEADS)

RIDGE FLASHING

RIDGE

RIDGE FLASHING CAP

REFER TO A3/A-531

PANNED PANEL POINT

FASTENER - DO NOT

INSTALL INTO BATTEN

PREFORMED METAL HEAD

CLOSURE TRIM WITH NEOPRENE

BLOCK SET IN SEALANT

WORKING POINT

ROOF DECK - REFER

TO STRUCTURAL

1/2" COVER BOARD

ROOF INSULATION

PANEL

FASTENERS PER MANUFACTURER'S

RECOMMENDATIONS

PANEL CLIP

FOAMED-IN-PLACE INSULATION WITH

INTUMESCENT PAINT AS THERMAL BARRIER 1 3/8" 1 3/8"

ENHANCED SNOW SCREEN

HEAVY FELT PAPER OR

WATERPROOF MEMEBRANE

CONTINUOUS RIDGE VENT CAVITY: KEEP CAVITY

CLEAR OF ALL DEBRIS. DO NOT BLOCK CAVITY WITH

ANYTHING THAT MAY RESTRICT AIR FLOW

FASTEN EACH COURSE TO LOWER

COURSE WITH #10 X 3 1/2", COURSE

AUGER THREAD SCREWS AT 12

INCHES O.C. EACH SIDE;TYP

BENT STEEL PLATE WELDED TO

ROOF JOIST FLANGES; REFER TO

STRUCTURAL

CONTINOUS 2X8 WOOD LUMBER

NAILER (TYP). ANCHORED TO

BENT STEEL PLATE; COURSES

CUT AN STACKED TO MATCH

STEEL PLATE PROFILE

C

B

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1 2 3 4 5

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SHEET

IDENTIFICATION

SHEET OF 493

US Army Corps of Engineers

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

D

N E

W Y

O R

K D

IS

T

R

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T N

E W

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, N E

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G M

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B O

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M

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S E

X A

N D

G R

E E

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R O

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T W

P , N

J

J A C O B S

WORK ON THIS

SHEET IS IN THE

OPTION 2 CONTRACT

S tl fi l0

\p ro j\ F

W

\7 c a d d \7

A R

C H

\7

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A-531

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1 1/2" = 1'-0"A5

BOLLARD DETAIL

A-101

FULL SCALE

0 1" 2" 3"

1 1/2" = 1'-0"D3

PIPE PENETRATION DETAIL

1 1/2" = 1'-0"D5

PIPE PENETRATION DETAIL

1 1/2" = 1'-0"C3

PIPE PENETRATION DETAIL

1 1/2" = 1'-0"C5

PIPE PENETRATION DETAIL

A-531A-531

12" = 1'-0"D2

BATTEN-SEAM METAL ROOFING PANEL JOINT DETAIL

1 1/2" = 1'-0"A3

BATTEN-SEAM RIDGE DETAIL

1 1/2" = 1'-0"B3

BATTEN-SEAM RIDGE DETAIL

A-111

A-531

NOT TO SCALE NOT TO SCALE

NOT TO SCALE NOT TO SCALE

NOT TO SCALE

A-531A-111

A-111

0 2'

1 1/2" = 1'-0"

6" 1'

3" = 1'-0"

A-501

C2

SECTION_DET_EXT_CMU/BRICK_CORNER BLOCKING

DETAIL

ROOM FINISH SCHEDULE GENERAL NOTES

1. REFER TO PLANS FOR PARTITION TYPES.

2. PAINT ALL STEEL DOORS AND FRAMES.

3. ALL FINISHES SHALL BE APPROVED BY THE NEW YORK CORPS OF

ENGINEERS PRIOR TO INSTALLATION.

4. FOR EXTERIOR COLOR SCHEDULE REFER TO DRAWING A-201.

5. ALL EXPOSED PIPING SHALL BE PAINTED.

6. PAINT ALL EXPOSED STEEL, BRACES, GIRTS, DECKS, AND

MISCELLANEOUS FRAMING STEEL UNLESS OTHERWISE NOTED.

ROOM FINISH SCHEDULE LEGEND

FLOORS

CONC CONCRETE

SEAL SEALED CONCRETE

WALLS / PARTITIONS

CMU CONCRETE MASONRY UNIT

-- NONE

P PREFINISHED

PT PAINT

CEILINGS

EXP EXPOSED STRUCTURE

-- NONE

VAR VARIES

P PREFINISHED

PT PAINT

0H 7 5/8" (8" NOMINAL) PARTITION

DESIGN: N/A

TEST NO.: N/A

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

FIRE RATING: N/A

STC RATING: N/A

HEAD

PLAN

BASE

8" (NOMINAL) CMU

STEEL REINFORCING, TYP -

REFER TO STRUCTURAL

DRAWINGS

PROVIDE COMPRESSIBLE,

CLOSED-CELL, FOAM

INSULATION INFILL BETWEEN

TOP OF PARTITION AND

UNDERSIDE OF STRUCTURAL

DECK/FRAME.

KEEP 1 1/2" THICK

SEPARATION

ROOF STRUCTURE, TYP.

BRACE CMU PARTITION TO

STRUCTURE AS DETAILED,

A3/SF-102

(TTD)

(M-SS)

(LAV)

(WC)

(PTD)

(SD)

3/8"

1/ 2"

OPEN CELL POLYURETHANE

FOAM BACKER ROD FRICTION-

FITTED INTO JOINT OPENING,

RECESSED 1/2" FROM SURFACE

SEALANT APPLIED OVER

FORMING MATERIAL TO A

MINIMUM THICKNESS OF 1/2"

PRIME SIDES OF MASONRY

JOINT PRIOR TO INSTALLATION

OF JOINT ASSEMBLY

PREMOULDED FOAM PAD OR

NEOPRENE PAD EXTEND TO

VENEER CAVITY

MASONRY - CMU OR BRICK

VENEER WHERE OCCURS

(WC) WATER CLOSET

FLOOR MOUNTED

TOP OF

SEAT

(TTD) TOILET TISSUE

DISPENSER

WALL MOUNTED

(LAV) LAVATORY

WALL HUNG

2'

(PTD) PAPER TOWEL

DISPENSER

WALL MOUNTED

(SD) SOAP DISPENSER

WALL MOUNTED

3'

8"

(M-SS) MIRROR

POLISHED STAINLESS STEEL

WALL MOUNTED

CENTER

MIRROR ON

LAVATORY

NOTE:

DIMENSION IS

TO BOTTOM OF

REFLECTIVE

SURFACE

3'

4"

PUSH

BUTTON

MID SPOUT

2'

/1 6"

1' - 5"

1'

3"

3'

8"

ADJACENT WALL

KEYED NOTE

0J 3 5/8" (4" NOMINAL) PARTITION

DESIGN: N/A

TEST NO.: N/A

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

FIRE RATING: N/A

STC RATING: N/A

HEAD

PLAN

BASE

4" (NOMINAL) CMU

PROVIDE COMPRESSIBLE,

CLOSED-CELL, FOAM

INSULATION INFILL BETWEEN

TOP OF PARTITION AND

UNDERSIDE OF STRUCTURAL

DECK/FRAME.

KEEP 1 1/2" THICK

SEPARATION

ROOF STRUCTURE, TYP.

BRACE CMU PARTITION TO

STRUCTURE AS DETAILED,

A3/SF-102

STEEL REINFORCING, TYP -

REFER TO STRUCTURAL

DRAWINGS

C

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SHEET

IDENTIFICATION

SHEET OF 493

US Army Corps of Engineers

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

D

N E

W Y

O R

K D

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IC

T N

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IV

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S E

G M

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T C

H C

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O . 2

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ID

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P , N

J

J A C O B S

WORK ON THIS

SHEET IS IN THE

OPTION 2 CONTRACT

S tl fi l0

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C H

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A-601

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B . H

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M . H

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M E

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S C

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ROOM FINISH SCHEDULE - BRD 3

ROOM

NO. NAME

FLOORING BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING

CEILING

HIEGHT REMARKS

SUBSTRATE

MATERIAL

FLOORING

SYSTEM

FLOORING

COLOR

SUBSTRATE

MATERIAL BASE SYSTEM BASE COLOR

SUBSTRATE

MATERIAL

FINISH

SYSTEM FINISH COLOR

SUBSTRATE

MATERIAL

FINISH

SYSTEM FINISH COLOR

SUBSTRATE

MATERIAL

FINISH

SYSTEM FINISH COLOR

SUBSTRATE

MATERIAL

FINISH

SYSTEM FINISH COLOR

SUBSTRATE

MATERIAL

FINISH

SYSTEM FINISH COLOR

101 GENERATOR ROOM CONC SEAL -- CMU -- -- CMU PT PT-1 CMU PT PT-1 CMU PT PT-1 CMU PT PT-1 -- EXP PT-2 VAR

102 ELECTRICAL ROOM CONC SEAL -- CMU -- -- CMU PT PT-1 CMU PT PT-1 CMU PT PT-1 CMU PT PT-1 -- EXP PT-2 VAR

103 FILE STORAGE ROOM CONC SEAL -- CMU -- -- CMU PT PT-1 CMU PT PT-1 CMU PT PT-1 CMU PT PT-1 EXP PT-2 VAR

A-101

1/4" = 1'-0"

A-101

C1

TOILET 104 -NORTH ELEVATION

1/4" = 1'-0"

A-101

C2

TOILET 104 - EAST ELEVATION

1/4" = 1'-0"

A-101

C3

TOILET 104 - SOUTH ELEVATION

FULL SCALEC4

JOINT DETAIL

ROOM FINISH SCHEDULE - BRD 2

ROOM

NO. NAME

FLOORING BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING

CEILING

HIEGHT REMARKS

SUBSTRATE

MATERIAL

FLOORING

SYSTEM

FLOORING

COLOR

SUBSTRATE

MATERIAL BASE SYSTEM BASE COLOR

SUBSTRATE

MATERIAL

FINISH

SYSTEM FINISH COLOR

SUBSTRATE

MATERIAL

FINISH

SYSTEM FINISH COLOR

SUBSTRATE

MATERIAL

FINISH

SYSTEM FINISH COLOR

SUBSTRATE

MATERIAL

FINISH

SYSTEM FINISH COLOR

SUBSTRATE

MATERIAL

FINISH

SYSTEM FINISH COLOR

101 GENERATOR ROOM CONC SEAL -- CMU -- -- CMU PT PT-1 CMU PT PT-1 CMU PT PT-1 CMU PT PT-1 -- EXP PT-2 VAR

102 ELECTRICAL ROOM CONC SEAL -- CMU -- -- CMU PT PT-1 CMU PT PT-1 CMU PT PT-1 CMU PT PT-1 -- EXP PT-2 VAR

103 FILE STORAGE ROOM CONC SEAL -- CMU -- -- CMU PT PT-1 CMU PT PT-1 CMU PT PT-1 CMU PT PT-1 -- EXP PT-2 VAR

104 TOILET CONC SEAL -- CMU -- -- CMU PT PT-1 CMU PT PT-1 CMU PT PT-1 CMU PT PT-1 -- EXP PT-2 VAR

1/2" = 1'-0"B1

TOILET ACCESSORIES MOUNTING HEIGHTS

0 6" 1'

3" = 1'-0"

3"

0 2'

1 1/2" = 1'-0"

6" 1'

1/2" = 1'-0"

1' 2' 4' 6'

1/4" = 1'-0"

2' 4' 8' 12'

FULL SCALE

0 1" 2" 3"

31 EXPOSED STRUCTURE - PAINTED, TYPICAL

32 MECHANICAL UNIT HEATER - REFER TO MECHANICAL

1. ALL STEEL DOORS AND FRAMES SHALL BE PAINTED.

2. ALL STEEL DOORS SHALL BE GALVANIZED.

3. ALL EXTERIOR DOORS SHALL BE INSULATED.

4. ALL EXIT DOOR HARDWARE SHALL ALLOW DOORS TO BE OPENED IN THE

DIRECTION OF EXIT WITHOUT THE USE OF A KEY OR SPECIAL

KNOWLEDGE OR EFFORT.

5. BOTH THE LATCHING AND DEAD BOLT DEVICES ON EXTERIOR DOORS

SHALL RELEASE WITH A SINGLE ACTION OF THE INSIDE LEVER.

6. HINGES FOR OUT-SWINGING EXTERIOR DOORS SHALL BE EQUIPPED WITH

NON-REMOVABLE HINGE PINS IF NOT SCHEDULED TO RECEIVE

CONTINUOUS HINGE.

7. THE DOOR FRAME MANUFACTURER SHALL VERIFY ACTUAL WALL /

PARTITION THICKNESS WITH CONTRACTOR PRIOR TO FABRICATION OF

DOOR FRAMES.

8. REFER TO SPECIFICATIONS FOR HARDWARE GROUPS.

9. OVERHEAD COILING DOOR SIZE INDICATED IS FOR FINISHED OPENING.

ACTUAL DOOR SIZE WILL BE LARGER BASED ON MANUFACTURER'S

STANDARDS.

DOOR SCHEDULE GENERAL NOTES

F FLUSH

HM HOLLOW METAL

MFR PER MANUFACTURER

OHC OVERHEAD COILING DOOR

STL STEEL

DOOR SCHEDULE LEGEND

1. 1 1/2" UNDERCUT ON DOOR.

2. LOUVER TO BE MINIMUM 12X12.

3. PROVIDE INTERIOR SIGNAGE AT THE STRIKE SIDE, ON EACH SIDE OF THIS

DOOR. SIGNAGE MESSAGE TO IDENTIFY THE ROOM NAME OF THE

ADJOINING SPACE.

4. FIRE RATED DOOR OPENING.

5. PROVIDE ELECTRO-MAGNETIC HOLD-OPEN DEVICE; WITH FIRE ALARM

INTERFACE

DOOR SCHEDULE REMARKS

R E

F E

R T

O S

C H

E D

U

LE

DOOR FRAME

FINISH FLOOR

2"

REFER TO

SCHEDULE 2"

4"

DOOR FRAME

FINISH FLOOR

2"

REFER TO

SCHEDULE 2"

R E

F E

R T

O S

C H

E D

U

LE

4"FULLY

ENCLOSED

HEAD

FLUSH DOOR

FLUSH PANEL

DOOR - REFER

TO SCHEDULE

FOR MATERIAL

FOVERHEAD COILINGOH

PREFINISHED

STEEL SLATS

REFER

TO SCHEDULE

R E

F E

R T

O S

C H

E D

U

LE

REFER

TO SCHEDULE

R E

F E

R T

O S

C H

E D

U

LE

FLUSH DOOR

FLUSH PANEL

DOOR - REFER

TO SCHEDULE

FOR MATERIAL

L

REFER

TO SCHEDULE

R E

F E

R T

O S

C H

E D

U

LE

LOUVER

BOND BEAM - REFER TO

STRUCTURAL

REINFORCING - REFER TO

STRUCTURAL

CMU LINTEL

RAKE MORTAR BACK 1/2",

PROVIDE CONTINUOUS

SEALANT ON ALL SIDES

DOOR FRAME - GROUT SOLID

D O

O R

H E

IG

H

T

DOOR REFER TO SCHEDULE

EQ. 5 3/4" EQ.

4"

3/ 8"

REINFORCING - REFER TO

STRUCTURAL

CMU JAMB UNIT WITH

BULLNOSED CORNERS

GALVANIZED SHEET STEEL

"TEE" ANCHORS

RAKE MORTAR BACK 1/2", PROVIDE

CONTINUOUS SEALANT ON BOTH SIDES

DOOR FRAME - GROUT SOLID

DOOR - REFER TO SCHEDULE

EQ.5 3/4"EQ.

2" D

O O

R W

ID

T

H 3/

8"

D O

O R

H E

IG

H

T

DOOR FRAME(SOLID (4-

SIDED) FRAME) - INJECT

SOLID WITH FOAMED-IN-

PLACE INSULATION,

WELD CLOSE

INJECTION HOLES

DOOR - REFER TO

SCHEDULE

6"

ACCOMODATE LOUVER

AS REQ'D TO

4"

TYPE L-6 LOUVER

(SINGLE DOORS) OR

TYPE L-7 LOUVER

(DOUBLE DOORS) AND

BIRD SCREEN

INTEGRAL LOUVER

FLASHING SET IN

CONTINOUS SLEANANT

ON HORIZONTAL

SURFACE OF ANGLE -

SLOPE END TO DRAING

CMU BEYOND

BRICK VENEER

BEYOND

WALL THICKNESS

2"

3/

D O

O R

W

ID

T H

8 7/8" 5 3/4"

REINFORCING - REFER TO

STRUCTURAL

CMU JAMB UNIT WITH

BULLNOSED CORNER

GALVANIZED SHEET

STEEL "TEE" ANCHORS

RAKE MORTAR BACK 1/2",

PROVIDE CONTINUOUS

SEALANT ON BOTH SIDES

DOOR FRAME -

GROUT SOLID

DOOR - REFER

TO SCHEDULE

RETURN BRICK VENEER

TO 8" CMU

2" (R-9 MINIMUM)

THERMAL INSULATION

AIR CAVITY

BRICK VENEER

WALL THICKNESS

PROVIDE DAM FLASHING

FLUID APPLIED AIR BARRIER

SWEEP - REFER TO

HARDWARE SCHEDULE

THRESHOLD - SET IN

MASTIC AND ANCHOR PER

MANUFACTURER'S

RECOMMENDATION

EXTERIOR

SLOPE TO DRAIN

1/2" EXPANSION JOINT WITH

COMPRESSIBLE FILLER AND

1/2" DEEP SEALANT AT TOP

CONCRETE SLAB

DOOR AS SCHEDULED

FRAME BEYOND

BRICK VENEER BEYOND

6" 8 1/4"

INTERIOR

CMU BEYOND

7/

M

A X

IM

U

M 1/

2"

DOOR FRAME

UNDERCUT FROM CONCRETE

UNLESS OTHERWISE NOTED IN

DOOR SCHEDULE

CONCRETE SLAB

3/ 4"

DOOR AS SCHEDULED

EQ. 5 3/4" EQ.

CMU BEYOND

C

B

A

1 2 3 4 5

D E

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IG

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D B

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N B

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S U

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D B

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2P 8-

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P R

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JE

C T

SHEET

IDENTIFICATION

SHEET OF 493

US Army Corps of Engineers

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

D

N E

W Y

O R

K D

IS

T

R

IC

T N

E W

Y O

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, N E

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G M

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B O

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ID

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S E

X A

N D

G R

E E

N B

R O

O K

T W

P , N

J

J A C O B S

WORK ON THIS

SHEET IS IN THE

OPTION 2 CONTRACT

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A-603

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B . H

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M . H

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S

DOOR SCHEDULE - BDR 3

NUMBER

DOOR FRAME FIRE

RATING REMARKSTYPE MATERIAL SIZE: WIDTH x HEIGHT THICKNESS TYPE MATERIAL HEAD DETAIL JAMB DETAIL SILL DETAIL

101A F HM 3'-0" x 7'-0" 1 3/4" 1 HM B1/A-603 B2/A-603 B3/A-603 --

101B OHC STL 9'-0" x 10'-0" MFR -- STL C4/A-604 B4/A-604 A4/A-604 --

101C F HM 3'-0" x 8'-0" 1 3/4" 2 HM A1/A-603 A2/A-603 A3/A-603 45 MIN 3, 4, AND 5

102 F HM (2) 3'-0" x 7'-0" 1 3/4" 1 HM B1/A-603 B2/A-603 B3/A-603 --

103A F HM 3'-0" x 7'-0" 1 3/4" 2 HM A1/A-603 A2/A-603 A3/A-603 -- 3

103B F HM (2) 3'-0" x 7'-0" 1 3/4" 1 HM B1/A-603 B2/A-603 B3/A-603 --

1/4" = 1'-0"D5

FRAME TYPES

1/4" = 1'-0"D4

DOOR TYPES

A-603

0 2'

1 1/2" = 1'-0"

6" 1'

1/4" = 1'-0"

2' 4' 8' 12'

3" = 1'-0"A1

HEAD DETAIL

3" = 1'-0"A2

JAMB DETAIL

A-603

0 6" 1'

3" = 1'-0"

3"

A-603

3" = 1'-0"

A-501

B1

HEAD DETAIL

3" = 1'-0"B2

JAMB DETAIL

A-603

3" = 1'-0"

A-501

B3

SILL DETAIL

A-603

3" = 1'-0"A3

SILL DETAIL

A-603

DOOR SCHEDULE - BRD 2

NUMBER

DOOR FRAME FIRE

RATING REMARKSTYPE MATERIAL SIZE: WIDTH x HEIGHT THICKNESS TYPE MATERIAL HEAD DETAIL JAMB DETAIL SILL DETAIL

101A F HM 3'-0" x 7'-0" 1 3/4" 1 HM B1/A-603 B2/A-603 B3/A-603 --

101B OHC STL 9'-0" x 10'-0" MFR -- STL C4/A-604 B4/A-604 A4/A-604 --

101C F HM 3'-0" x 8'-0" 1 3/4" 2 HM A1/A-603 A2/A-603 A3/A-603 45 MIN 3, 4, AND 5

102 F HM (2) 3'-0" x 7'-0" 1 3/4" 1 HM B1/A-603 B2/A-603 B3/A-603 --

103A F HM 3'-0" x 7'-0" 1 3/4" 2 HM A1/A-603 A2/A-603 A3/A-603 -- 3

103B F HM (2) 3'-0" x 7'-0" 1 3/4" 1 HM B1/A-603 B2/A-603 B3/A-603 --

104 L HM 3'-0" x 7'-0" 1 3/4" 2 HM A1/A-603 A2/A-603 A3/A-603 -- 1 AND 2

D O

O R

W

ID

T H

REINFORCING - REFER TO

STRUCTURAL

OVERHEAD COILING DOOR -

REFER TO SCHEDULE

RETURN MASONRY BRICK

VENEER FULL DEPTH OF JAMB

2" (R-9 MINIMUM)

THERMAL INSULATION

AIR CAVITY

BRICK VENEER

PROVIDE DAM FLASHING

FLUID APPLIED AIR BARRIER

VENEER

1' - 6" TO BRICK WALL THICKNESS

BOLLARD - REFER TO A5/A-531

ALIGN TANGENT OF BOLLARD

WITH FACE OF DOOR JAMB

BRICK VENEER

ANCHOR TO CMU PER

MANUFACTURER'S

REQUIREMENTS

GALVANIZED ANGLE JAMB GUIDES -

PRIME AND PAINT - CONTINUOUSLY

WELD TO STEEL ANGLE

W/ 1/2" X 5" LONG HEATDED

STUDS @ 16 OC EA LEG,

STAGGERED AT 8"OC

JOINT SEALANT

9" .

OVERHEAD COILING DOOR

CONCRETE FLOOR

1/2" RECESS IN CONCRETE

FLOOR AT SILL. COORDINATE

LOCATION WITH DOOR

MANUFACTURER

BOTTOM BARDOOR BOTTOM SWEEP

SLOPE CONCRETE

FLOOR DOWN 1/2" TO

PAVEMENT

BRICK VENEER BEYOND

SITE PAVEMENT - REFER

TO CIVIL

1/ 2"

JAMB ANGLE BEYOND

BOND BEAM - REFER TO…