WVA B.110 Phase 1 Repairs - D-B RFP - Drawings 4-28-25.pdf

PDF 10 MB Posted Jun 26, 2025

Attached to: Building 110 Repairs-Big Gun Shop - Design Build Watervliet Arsensal, New York
Solicitation number: W912DS25RA013
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Jun 26, 2025

These are architectural and engineering design drawings for the Building 110 Phase 1 Repair project at the Watervliet Arsenal in New York. The comprehensive set of 33 drawings covers multiple disciplines including site plans, structural plans, demolition plans, fire protection, plumbing, mechanical systems, and building elevations. The drawings detail a Design-Build (D-B) renovation project for a 213,799 square foot industrial manufacturing building, with specific focus on repairing and upgrading the facility's infrastructure, structural elements, mechanical systems, and interior spaces.

Key scope elements include concrete slab repairs, exterior brick restoration, door and window replacements, roof repairs, interior wall and ceiling work, compressed air system upgrades, domestic water and steam distribution system repairs, standpipe and fire suppression system improvements, and electrical system upgrades. The drawings indicate phased construction approach, with careful consideration of existing equipment, facility operations, and potential hazardous material abatement. Bid options are included for specific repair and replacement activities such as fin tube radiation, roof truss repairs, wooden catwalk replacements, and painting, providing flexibility in the contract implementation.

View the file

Other files

File	Type	Posted
Solicitation Amendment W912DS25RA0130001 SF 30.pdf	PDF	Jul 22, 2025
WVA B110 sign in for step 1.pdf	PDF	Jul 22, 2025
FORM A1 PROPOSAL DATA SHEET.docx	DOCX document	Jul 22, 2025
FORM A4.docx	DOCX document	Jul 16, 2025
WVA B. 110 Phase 1 Repairs D-B RFP - Final - D-B RFP Package.pdf	PDF	Jun 26, 2025
WVA B. 110 Phase 1 Repairs D-B RFP - Final - Field Report (App F).pdf	PDF	Jun 26, 2025
WVA B. 110 Phase 1 Repairs D-B RFP - Final - RFP Reference Dwgs (App C) - Part 1.pdf	PDF	Jun 26, 2025
WVA B. 110 Phase 1 Repairs D-B RFP - Final - RFP Reference Dwgs (App C) - Part 2.pdf	PDF	Jun 26, 2025
WVA Notice of Visit.pdf	PDF	Jun 23, 2025
Attachment Form A1-A2-A3-A4.pdf	PDF	Jun 23, 2025
Solicitation - W912DS25RA013.pdf	PDF	Jun 23, 2025

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N N

C R

O N

D B

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N O

B Y:

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US Army Corps of Engineers

U .S

.A R

M Y

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R S

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D -B

G-001

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

New England District

SOL NO

CONT NO

2025/04/15

WATERVLIET ARSENAL

BUILDING 110 PHASE 1 REPAIR - D-B RFP

INDEX OF DRAWINGS

SHEET SHEET NO. DRAWING TITLE

1 G-001 COVER SHEET

2 G-101 SITE ACCESS AND LAYDOWN PLAN

3 G-102 PHASING PLAN

4 G-103 FIRE LANE LAYOUT PLAN

5 G-104 CONTRACTOR BUILDING RESTRICTIONS AND COORDINATION

6 S-001 NOTES AND ABBREVIATIONS

7 S-101 SOUTH FIRST FLOOR STRUCTURAL PLAN

8 S-102 CENTER FIRST FLOOR STRUCTURAL PLAN

9 S-103 NORTH FIRST FLOOR STRUCTURAL PLAN

10 S-104 MEZZANINE LEVEL STRUCTURAL PLAN

11 S-501 CONCRETE AND MASONRY REPAIR DETAILS

12 AD101 SOUTH FIRST FLOOR DEMOLITION PLAN

13 AD102 CENTER FIRST FLOOR DEMOLITION PLAN

14 AD103 NORTH FIRST FLOOR DEMOLITION PLAN

15 AD104 SECOND FLOOR DEMOLITION PLAN

16 AD105 ROOF DEMOLITION PLAN

17 A-101 SOUTH FIRST FLOOR PLAN

18 A-102 CENTER FIRST FLOOR PLAN

19 A-103 NORTH FIRST FLOOR PLAN

20 A-104 SECOND FLOOR PLAN

21 A-105 ROOF PLAN

22 A-201 EXTERIOR ELEVATIONS

23 A-202 EXTERIOR ELEVATIONS

24 A-301 BUILDING SECTION

25 FP101 FIRE PROTECTION SOUTH FIRST FLOOR PLAN

26 FP102 FIRE PROTECTION CENTER FIRST FLOOR PLAN

27 FP103 FIRE PROTECTION NORTH FIRST FLOOR PLAN

28 P-101 SOUTH FIRST FLOOR PLUMBING PLAN

29 P-102 CENTER FIRST FLOOR PLUMBING PLAN

30 P-103 NORTH FIRST FLOOR PLUMBING PLAN

31 M-101 SOUTH FIRST FLOOR MECHANICAL PLAN

32 M-102 CENTER FIRST FLOOR MECHANICAL PLAN

33 M-103 NORTH FIRST FLOOR MECHANICAL PLAN

PKG 19

FOUNTAIN

PKG

D A L L I S A

PKG

SCALE W A G N E R

NATIONAL

GUARD

STORAGE

AREAR.R.GATENO. 2

PKGPKG

PKG SHED

P.O.L. FACILITY

NO 19

PKG

PKG 25R.R. GATE NO. 3

PKG 6 PKG 5

NO 1 PKG 16

PKG

15 6PKG

PKG

43 43 PKG

PKG

4 PKG

R O A D

PKG

PKG8

PKG

VETMEM

PKG

PKG3

A V E N U E

FOUNTAIN

PKG 2M

PKG

PKG 39

OIL TANK 2433 PKG

PKG

PKGNO 5

G 36

W H

I T T

M O

R E

M A

C N

U T

T L A

N E

B E

N E

T S

T R

E E

B R

O A

D W

A Y

LANE

SCALE

NO 14

NO 16NO 13

PKG 25

PKG

NO 17

MAINSUBSTATION

PKG 32

PKG 31

R.R. GATE NO. 4

PKG

RAMP

NO 1

R.R.GATENO. 1

PKG

NO 9SCALES128 NO 8

W E S T E R V E L T A V E N U E

NO 15

R O A D

NO 6

PKGNO 4

NO 12

NO 1

NO 7

NO 1

PKG 7

NO 11NO 10

PKG

R O

A D

B R

O A

D W

A Y

PARADE

GROUNDS

BALL

FIELD

PKG

BRICKER

PKG

PROPERTY

DISPOSAL

AREA

ROLL-OFF

DUMPSTER

T E N T H S T R E E T

PLAY

GROUND

DRINKING FOUNTAIN

G I B

S O

S T

R E

E T

POOL

PKG

FLAGPOLE

3 R D A V E

P A R K E R R O A D

SYMINGTON STREET

M O

N R

O E

S T R

E E T

OIL

STORAGE

F A

R L E

D R

I V E

W H

I T T

M O

S C

H U

L L

M O R D E C A I D R I V E

B U

F F

I N G

R E

E T

G I B S O N S T R E E T

SOUTH

GATEG

I L L

E S

P I E

A D

SHAKER ROAD N.Y.

STATE OVERPASS

ROUTE 152 WORTH

ROAD

B A K E R R

O A D

B A K

E R

R O

A D

B A K E R R

O A D

N N

C R

O N

D B

C O

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D R

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US Army Corps of Engineers

U .S

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D -B

G-101

A C

D L

O W

PLAN

NORTH

NTS

OVERALL SITE PLANB6

NOTES:

1. THE CONTRACTOR SHALL COORDINATE MATERIAL STORAGE AND LAYDOWN

AREAS WITH THE CONTRACTING OFFICER. THERE ARE EXISTING HAZARDOUS

MATERIALS IN THE BUILDING.

2. 100' BY 300' SPACE TO BE USED FOR CONTRACTOR LAYDOWN AREA AND

PARKING. CONTRACTOR MUST DEMO EXISTING SHED, BACKSTOP FENCE, BALL

FIELD, AND BLEACHERS.

2.1. INSTALL GRAVEL PARKING

2.2. FOLLOW ANY STORM WATER CODES

2.3. PROVIDE MAINTENANCE TO THE AREA (EX. SNOW REMOVAL)

2.4. FENCING MUST BE CHAIN LINK WITH POSTS DRIVEN AND FABRIC.

2.5. RESTORE LAYDOWN AREA GRAVEL PARKING AND FENCE TO LIKE NEW

CONDITION AT THE END OF THE PROJECT.

0 125' 250'

Scale: 1" = 125'-0"

BUILDING

CONTRACTOR LAYDOWN

AREA . SEE NOTE 2

PROJECT LIMITS

N N

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US Army Corps of Engineers

U .S

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M Y

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K, N

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O D

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1 2 3 4 5 6 7 8 9 10

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SHEET ID

T, N

Y O

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-B R

/0 2/

N N

C O

N O

D -B

G-102

SCALE 1" = 50'-0"

PHASING PLANB1

PHASING NOTES:

1. COMPLETION AS USED THROUGHOUT THE PHASING PLANS MUST BE

DEFINED AS WRITTEN APPROVAL BY THE CONTRACTING OFFICER

2. DUE TO THE CRITICAL NATURE OF THIS FACILITY, THE FOLLOWING

CONSTRUCTION SEQUENCE REQUIREMENTS HAVE BEEN DEVELOPED TO

MINIMIZE DISRUPTION AND RISK TO THE BUILDING OCCUPANTS DURING

CONSTRUCTION, AND MAINTAIN CONTINUITY OF OPERATIONS.

3. PROVIDE A DETAILED CONSTRUCTION PHASING PLAN AS A SUBMITTAL.

PLAN MUST BE INTEGRATED AND DESIGNED TO LIMIT DISTURBANCE AND

RISK TO CONTINUITY OF OPERATIONS AND OCCUPANTS OF THE SPACES

BEING WORKED IN AS WELL AS THE ADJACENT SPACES. THESE PLANS

MUST ESTABLISH DETAILED TASK ASSIGNMENTS (INCLUDING

MAN-POWER EFFORT) AND TIMING ON A PHASE-BY-PHASE BASIS FOR

EACH SPACE, SUBJECT TO REVIEW AND APPROVAL OF THE

CONTRACTING OFFICER. THE MEANS AND METHODS FOR ACCESS MUST

BE INCLUDED IN THE CONSTRUCTION PHASING PLAN AS THE BUILDING

HAS DIFFERENT FLOOR SPACE CONFIGURATIONS AND OBSTRUCTIONS

THROUGHOUT. REFER TO SHEET G-104 FOR THE LOCATIONS OF

EQUIPMENT, OFFICES AND PREFAB SUPPORT AREAS WITHIN THE

BUILDING THAT WILL NEED TO BE TAKEN INTO ACCOUNT WITH ACCESS.

4. BEFORE WORK IS STARTED AND FOR EACH AREA OF WORK, ARRANGE

WITH THE CONTRACTING OFFICER A SEQUENCE OF PROCEDURE, MEANS

OF EGRESS, MEANS OF ACCESS, SPACE FOR STORAGE OF MATERIALS

AND EQUIPMENT, USE OF APPROACHES AND CORRIDORS AND

PROPOSED WORK SCHEDULE.

5. THE CONSTRUCTION SEQUENCE DRAWINGS DEPICT ONE FEASIBLE

OPTION BASED UPON THE BEST AVAILABLE KNOWLEDGE OF EXISTING

STRUCTURAL, ARCHITECTURAL, MECHANICAL AND ELECTRICAL

CONDITIONS. PROPOSE AND PROVIDE A PHASING PLAN FOR THE

APPROVAL BY THE CONTRACTING OFFICER REPRESENTATIVE, TAKING

ALL CONSTRUCTION MEANS AND METHODS INTO ACCOUNT.

6. THE BUILDING WILL BE OCCUPIED DURING PERFORMANCE OF WORK

UNDER THIS CONTRACT. POST OCCUPANCY NOTIFICATIONS IN A

PROMINENT LOCATIONS IN THE WORK AREA.

7. EXTRA WORK SHIFTS AND CREWS TO MAINTAIN SCHEDULE AND

ASSOCIATED COSTS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

ADDITIONAL TIME WILL NOT BE ALLOWED.

8. WHEN PERFORMING WORK IN CORRIDORS, CONFINE WORK TO ONE SIDE

OF THE CORRIDOR AT A TIME, LEAVING ADEQUATE SPACE FOR EGRESS,

USE AND ACCESS TO/FROM CORRIDORS. NO CORRIDOR WORK CAN

CREATE OBSTRUCTIONS OR HAZARDS TO FACILITY OPERATIONS

ACTIVITIES WHILE THE FACILITY IS ACTIVE.

9. FURNITURE AND EQUIPMENT IN THE AREA OF WORK MUST BE

PROTECTED DURING CONSTRUCTION ACTIVITIES.

NOTES:

1. WORK MUST BE PERFORMED ON 1ST SHIFT. REGULAR WORKING HOURS CONSIST

OF AN 8 1/2 HOUR PERIOD, BETWEEN 7:00 AM AND 3:30 PM, MONDAY THROUGH

FRIDAY, EXCLUDING GOVERNMENT HOLIDAYS.

2. BID OPTION - PERFORM INTERIOR WORK ON 2ND AND 3RD SHIFT: APPLICABLE TO

PAINTING BELOW CEILING AND PAINTING CEILING BID OPTION ONLY.

3. FOR 2ND AND 3RD SHIFT INTERIOR WORK, REGULAR HOURS FOR INTERIOR WORK

CONSIST OF AN 8 1/2 HOUR PERIOD, BETWEEN 4:30 PM AND 7:00 AM, MONDAY

THROUGH FRIDAY, EXCLUDING GOVERNMENT HOLIDAYS. THE CONTRACTOR MUST

TURN THE ADMINISTRATIVE WORK AREAS OVER AT THE COMPLETION OF EACH

WORK SHIFT. ALL CEILING TILES MUST BE INSTALLED AND THE AREA RETURNED IN A

CLEAN CONDITION FOR USE DURING THE 1ST SHIFT (7:00 AM TO 4:30 PM).

4. CLOSELY COORDINATE THE WORK WITHIN THE MANUFACTURING SPACE WITH WVA

AND USACE. WHEN WORKING IN THE OVERHEAD IN WAY OF CRANE RAILS AND

CRANE TRAVEL PATHS, THE CRANE RAILS WILL NEED TO BE DE-ENERGIZED. THE

CRANE RAILS CANNOT BE DE-ENERGIZED IN SEGMENTS AND MUST BE FULLY

DE-ENERGIZED. THIS MUST BE DONE BY WVA CRANE MAINTENANCE STAFF ONLY.

WORK ACTIVITIES REQUIRING THE CRANES TO BE DE-ENERGIZED MUST BE

CAPTURED IN THE CONTRACTORS LOOK AHEAD SCHEDULES FOR COORDINATION.

A MINIMUM OF 14 DAYS NOTICE SHALL BE PROVIDED TO MANUFACTURING

SUPERVISION PRIOR TO THE SCHEDULED START FOR SHORT DURATION OUTAGES

AND A MINIMUM OF 30 DAYS NOTICE FOR LONG DURATION OUTAGES.

5. NOTE THAT IN THE COMPLETION OF THE WORK THERE IS THE POTENTIAL TO

ENCOUNTER HAZARDOUS MATERIALS THAT WILL REQUIRE ABATEMENT. PLEASE

REFER TO THE CONTRACT REQUIREMENTS FOR ASBESTOS REMEDIATION, LEAD

REMEDIATION AND HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING

PCBS AND MERCURY.

6. WORK ON THE STEAM AND CONDENSATE SYSTEM MUST BE COMPLETED BETWEEN

MAY AND SEPTEMBER WHILE THE EXISTING BOILER PLANT IS OFFLINE.

7. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY HEATING IF THE

STEAM SYSTEM IS NOT IN SERVICE OUTSIDE OF THE ALLOWABLE TIMEFRAMES

PROVIDED IN THE CONTRACT. THE TEMPORARY HEATING SYSTEM MUST BE

CAPABLE OF MAINTAINING A MINIMUM SPACE TEMPERATURE OF 60F. THE

CONTRACTOR IS RESPONSIBLE FOR ALL SERVICES SUPPORTING THE TEMPORARY

HEATING SYSTEMS INCLUDING PROVIDING THERMOSTATS FOR CONTROL OF THE

TEMP HEATING SYSTEM(S). THE CONTRACTOR MUST PROVIDE A SUBMITTAL

IDENTIFYING THE TEMPORARY HEATING SYSTEM, LOCATION, UTILITY CONNECTIONS

FOR THE CONTRACTING OFFICER REVIEW.

PHASE 1 PHASE 2

PHASE 3

PHASING LEGEND:

PHASE 1

PHASE 2

PHASE 3

NORTH

PLAN

0 50' 100'

Scale: 1" = 50'-0"

S S

C O

C B

W W

B. 110

PKG

PKG PKG

PKG 25

P A R K E R R O A D

W O

A D

S C

H U

L L

ORNTO

ROAD

B. 35

B. 121

B. 122

B. 124

B. 125

P A R K E R R O A D

PARKING

MATCHLINE

FIRE LANE,

MIN 20' WIDE

FIRE LANE,

CURB TO B. 110

ROOF STRUCTURE

OVER CONCRETE

PAD, CLEARANCE

UNKNOWN

FIRE HYDRANT

FIRE

HYDRANT

FIRE DEPARTMENT

CONNECTION (FDC)

FIRE HYDRANT

FDC

U U

COM

C O

W W

W A G N E R

B.115

B. 110

PARKING

R O A D

H I T

T M

O R

E R

O A

SYMINGTON STREETB

F F

I N G

R E

E T

PARKING

B. 110

B. 35

B. 108

B. 112

B. 22 FIRE DEPT

B. 21

B. 15

W O

A D

MATCHLINE

FIRE LANE,

CURB TO B. 110

FIRE LANE,

CURB TO B. 110

FIRE LANE,

CURB TO FENCE

FIRE LANE, 20'

CURB TO FENCE

FIRE LANE,

CURB TO B. 110

FIRE LANE,

20' FROM FENCE

FDC

FIRE HYDRANT

N N

C R

O N

D B

C O

N O

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US Army Corps of Engineers

U .S

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D -B

G-103

N E

U T

SCALE: 1" = 40'

FIRE LANE LAYOUT PLANA1

NOTES:

1. PLAN DATA COMPILED FROM ON-THE GROUND SURVEY OF B110, AERIAL PHOTOGRAPHY, SITE

OBSERVATIONS, AND OWNER FURNISHED GIS DATA.

2. FIRE LANES SHOWN AS HASH MARKED AREAS ARE TO BE KEPT CLEAR FOR EMERGENCY VEHICLE

TRAFFIC AT ALL TIMES. IN THE EVENT THAT CONSTRUCTION EFFORTS REQUIRE TEMPORARILY

OBSTRUCTING A FIRE LANE, PRIOR APPROVAL FORM THE CONTRACTING OFFICER IS REQUIRED.

3. FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS (FDC)ARE TO BE FULLY ACCESSIBLE AT ALL

TIMES. 0 40' 80'

Scale: 1" = 40'-0"

NORTH

PLAN

NORTH

PLAN

0 40' 80'

Scale: 1" = 40'-0"

464748495051525354555657585960616263646566676869

BAY

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293031

3233343536373839404142434445

BAY

12345678910111213141516171819202122

LIN

E A-

LIN

A- A

LIN

E A-

LIN

A- A

STORAGE

UNOCCUPIED

OPEN AREA

CRANE REPAIR

SHOP

OPEN AREA

MEN

SOUTH SPRINKLER

PUMP ROOM

104A

OFFICE

CLOSET

MEN

WOMEN

114A

OFFICE

OFFICE AREA

114B

CLOSET

114C

CLOSET

MEN

WOMEN

CORRIDOR

IT ROOM

138A

BATTERY

CHARGING ROOM

BREAKROOM

STORAGE

OFFICE

SUPPORT SPACE

SUPPORT

SPACE

OPEN AREA

TENANT SPACE

156A

TENANT SPACE

101A

NORTH SPRINKLER

PUMP ROOM

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

US Army Corps of Engineers

U .S

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M Y

C O

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1 2 3 4 5 6 7 8 9 10

Y or k S t P or tla nd , M

SHEET ID

T, N

Y O

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-B R

/0 2/

N N

C O

N O

D -B

G-104

C O

R B

G R

O N

D C

O O

R D

SCALE 1" = 50'-0"

CONTRACTOR BUILDING RESTRICTIONS AND COORDINATIONB1

NORTH

PLAN

0 50' 100'

Scale: 1" = 50'-0"

NOTES:

1. THE FOLLOWING PLAN DEPICTS THE LOCATION OF MACHINERY AND/OR

AREAS WHICH MAY NOT BE AVAILABLE TO THE CONTRACTOR DURING

CONSTRUCTION.

2. AVAILABILITY OF ACCESS WILL FLUCTUATE AND SPECIFIC AREAS OF

AVAILABILITY WILL BE FURTHER DEFINED IN THE DESIGN PHASE.

3. WVA TO REMOVE MATERIALS AND EQUIPMENT FROM ALL SURFACES

REQUIRING ABATEMENT IN ORDER TO PROVIDE WORK AREA FOR

CONTRACTOR.

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

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US Army Corps of Engineers

U .S

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M Y

C O

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1 2 3 4 5 6 7 8 9 10

Y or k S t P or tla nd , M

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/0 2/

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N O

D -B

S-001

N O

O N

C R

GENERAL NOTES

1. STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, SITE DRAWINGS & GEOTECHNICAL SPECIFICATIONS.

2. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER FOR RESOLUTION BEFORE PROCEEDING WITH THE AFFECTED

PART OF THE WORK

3. SECTIONS AND DETAILS SHOWN ON ANY STRUCTURAL DRAWINGS ARE CONSIDERED TYPICAL FOR SIMILAR

CONDITIONS.

4. ALL APPLICABLE FEDERAL, STATE, AND MUNICIPAL REGULATIONS MUST BE FOLLOWED, INCLUDING THOSE GOVERNING THE APPLICABLE ACTIVITIES ISSUED BY FEDERAL DEPARTMENT OF LABOR OCCUPATIONAL SAFETY

AND HEALTH ADMINISTRATION.

CONCRETE NOTES

1. CONCRETE WORK MUST CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI

318-19)", AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301)". GENERAL CONTRACTOR, CONSTRUCTION MANAGER AND/OR CONTRACTING OFFICER'S CLERK OF THE WORKS MUST HAVE AVAILABLE ON

SITE AT ALL TIMES A COPY OF THE ACI "FIELD REFERENCE MANUAL SP-15".

2. CONCRETE MUST BE PLACED IN THE PRESENCE OF A REPRESENTATIVE OF AN APPROVED TESTING AGENCY

COORDINATED AND PAID FOR BY THE CONTRACTOR.

3. PORTLAND CEMENT MUST CONFORM TO ASTM C150 TYPE I OR II OR ASTM C595 TYPE 1L,

PORTLAND-LIMESTONE. AGGREGATES MUST CONFORM TO ASTM C33 CLASS 3S.

4. READY-MIX CONCRETE MUST COMPLY WITH THE REQUIREMENTS OF ASTM C94.

5. REINFORCING BARS MUST CONFORM TO ASTM A615 GRADE 60 DEFORMED BARS AND A706 GRADE 60 (WELDABLE) AND MUST BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 315, LATEST

EDITION.

6. CONCRETE MIX DESIGN (DEVELOPED BY ENGINEER OF RECORD).

AFF ABOVE FINISH FLOOR

@ AT

APPROX. APPROXIMATELY

ARCH ARCHITECTURAL

BLDG. BUILDING

BOT. BOTTOM

B.O. BOTTOM OF

C.J. CONTROL JOINT

℄ CENTER LINE

CLR CLEAR

COL. COLUMN

CONC CONCRETE

CONN CONNECTION

CONT. CONTINUOUS

DBL. DOUBLE

DTL. DETAIL

DIA., Ø DIAMETER

DIM. DIMENSION

DN DOWN

DOR DESIGNER OF RECORD

DWG. DRAWING

EA. EACH

EMBED EMBEDMENT

E.F. EACH FACE

EL. ELEVATION

E.O.D. EDGE OF DECK

EQ. EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

EXT. EXTERIOR

E.W. EACH WAY

FDN FOUNDATION

FFE FINISH FLOOR ELEVATION

FIN. FINISH

FLR. FLOOR

F.S. FAR SIDE

FT FEET

GA. GAGE

GALV. GALVANIZED

GEN. GENERAL

HORIZ. HORIZONTAL

HT. HEIGHT

I.F. INSIDE FACE

IMP INSULATED METAL PANEL

IN. INCH

INT. INTERIOR

LB POUNDS

LG LONG

L.P. LOW POINT

MANUF. MANUFACTURER

MAX. MAXIMUM

MECH. MECHANICAL

MIN. MINIMUM

N.S. NEAR SIDE

NTS NOT TO SCALE

O.C. ON CENTER

O.F. OUTSIDE FACE

⅊ PLATE

R, RAD. RADIUS

REF REFERENCE

REQ'D, REQ. REQUIRED

SECT. SECTION

SHT. SHEET

SIM. SIMILAR

SPEC. SPECIFICATION

SQ. SQUARE

STD STANDARD

STIFF STIFFENER

TBD, T.B.D. TO BE DETERMINED

T&B TOP AND BOTTOM

T.O. TOP OF

T.O.S. TOP OF STEEL

THRU THROUGH

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

VIF, V.I.F. VERIFY IN FIELD

W/ WITH

W.P. WORK POINT

WWR WELDED WIRE REINFORCING

ABBREVIATIONS

MASONRY CLEANING AND REPAIR NOTES

(SEE ARCHITECTURAL ELEVATIONS)

STEEL REPAIR NOTES

1. MINIMUM MATERIAL STANDARDS - STRUCTURAL STEEL

W-SHAPES AND WT'S ASTM A992, FY = 50 ksi CHANNELS AND ANGLES ASTM A36, FY = 36 ksi PLATES ASTM A572, GRADE 50, FY = 50 ksi STRUCTURAL TUBING (HSS) ASTM A500, GRADE C, FY = 50 ksi STEEL PIPE ASTM A53, GRADE B, FY = 35 ksi

HIGH STRENGTH BOLTS ASTM F3125 GRADE A325-N

WASHERS AND NUTS ASTM F436 AND ASTM A563

ANCHOR RODS ASTM F1554, GRADE 36

THREADED RODS ASTM A36

WELDING ELECTRODES AWS A5.1 OR A5.5, E70XX

2. AT THE EAST AND WEST ANNEX ROOF TRUSSES, REINSTATE MISSING LATERAL CROSS

BRACING UNDER ROOF TRUSS TOP CHORDS IN ENTIRETY. TO PROVIDE A CONSISTENT,

COHERENT PATH FOR LATERAL LOADS, SEE A-105 FOR LOCATIONS.. REPAIR DETAILS

REQUIRED MUST BE DEVELOPED DURING THE DESIGN PHASE.

3. REPAIR FIRST FLOOR STEEL COLUMN BASES THAT ARE DAMAGED VIA WELDED DOUBLER

PLATES OR OTHER LOCALIZED COLUMN FLANGE REINFORCEMENT. COLUMNS WITH ONSET

CORROSION DAMAGE MUST BE CLEANED, ASSESSED FOR PERCENT LOSS OF

CROSS-SECTIONAL AREA, REINFORCED IF REQUIRED, AND PAINTED. IF THE BID OPTION FOR

PAINTING BELOW CEILING SURFACES IS NOT EXERCISED, PAINTING AND/OR ENCAPSULATION

OF THE AFFECTED REPAIRS AREAS TO MEET ADJACENT EXISTING SURFACES IS ACCEPTABLE.

WOOD REPAIR NOTES

1. A/E CONTRACTOR'S DESIGNER OF RECORD MUST PERFORM ADDITIONAL INSPECTION OF WOOD PURLINS AND

ROOF TRUSSES FOR DETERIORATION DUE TO WATER DAMAGE AND PROVIDE RECOMMENDATIONS FOR REPAIR OR REPLACEMENT OF DETERIORATED MEMBERS AT UNIT RATE COST AS IDENTIFIED IN THE BID OPTIONS SUMMARIZED BELOW. SEE A-105 FOR GENERAL LOCATIONS OF WATER-STAINED WOOD AREAS. SEE D-B RFP

APPENDIX F FOR GENERAL TRUSS LOCATIONS AND DESCRIPTIONS.

2. AREAS OF UNSOUND WOOD DECK AND STRUCTURAL MEMBERS MUST BE REPLACED IN KIND.

STRUCTURAL BID OPTIONS

1. BID OPTION - ROOF TRUSS REPAIR - PURLINS IN WAY OF TRUSS REPAIR - REMOVE DAMAGED ROOF

PURLINS AND REPLACE IN KIND. SEE ARCHITECTURAL ROOF PLANS FOR ANTICIPATED REPAIR AREAS (235 PURLINS). RECOMMENDATION FOR REPLACEMENT BY CONTRACTOR'S A/E INVESTIGATION AND ANALYSIS IS

BASE BID SCOPE.

2. BID OPTION - ROOF TRUSS REPAIR - TRUSS REPLACEMENT - REMOVE DAMAGED ROOF TRUSS TOP CHORDS AND REPLACE IN KIND. SEE ARCHITECTURAL ROOF PLANS FOR ANTICIPATED REPAIR AREAS (5 TOP CHORDS). RECOMMENDATION FOR REPLACEMENT BY CONTRACTOR'S A/E INVESTIGATION AND ANALYSIS IS

BASE BID SCOPE.

3. REMOVE FULL EXTENTS OF WOOD PLANK DECKING TO ELIMINATE TRIP HAZARDS ALONG THE LENGTH OF THE MEZZANINE. REPLACE WOOD PLANKS IN KIND. (12,750 SF OF 2x WOOD TONGUE AND GROOVE PLANK

DECKING).

4. BID OPTION - LADDERS AND CRANE RAIL REPAIRS, REPLACE ALL WOODEN CATWALKS, STAIR TREADS AND GANTRY CRANE PLATFORMS WITH STEEL GRATING. INSTALL A NEW TOP RAIL, WELDED ONTO THE CRANE

CAB RAILINGS, TO CORRECT THE RAILINGS THAT ARE CURRENTLY TOO LOW TO MEET OSHA

REQUIREMENTS. REPLACE DAMAGED LADDERS WITH NEW STEEL LADDERS AND REMOVE ALL

OBSTRUCTIONS. REPLACE OR RECONFIGURE EXISTING LADDERS SUCH THAT THE OSHA REQUIRED CLEARANCES AND CONSTRUCTION METHOD/LADDER TYPE ARE MET. (2,000 SF OF WOODEN CATWALKS

AND STAIR TREADS).

NOTES

CONTRACTOR'S A/E INVESTIGATION AND REPORT:

THE CONTRACTOR'S A/E DESIGNER OF RECORD MUST PERFORM ADDITIONAL INSPECTION

OF WOOD PURLINS AND ROOF TRUSSES FOR DETERIORATION DUE TO WATER DAMAGE AND

PROVIDE RECOMMENDATIONS FOR REPAIR OR REPLACEMENT OF DETERIORATED

MEMBERS. THERE ARE TWELVE (12) DIFFERENT CONFIGURATIONS OF EACH ROOF TRUS

TYPE. REFER TO D-B RFP APPENDIX F FOR GENERAL TRUSS LOCATIONS AND DESCRIPTIONS.

A REPORT MUST BE SUBMITTED TO THE CONTRACTING OFFICER IDENTIFYING THE

INVESTIGATIONS CONDUCTED, RESULTS OF INVESTIGATIONS, AND RECOMMENDATIONS.

1,247'-4"

36'-9" 140'-9" 382'-2"

OPEN AREA

69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46

-8

-6

'-0

'-2

C H

2, B

B248

B108

3, C

3, D

6, H6, H

6, J

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

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O R

K, N

D R

G C

O D

O F

1 2 3 4 5 6 7 8 9 10

Y or k S t P or tla nd , M

SHEET ID

T, N

Y O

R K

-B R

/0 2/

N N

C O

N O

D -B

S-101

O R

U C

C R

SCALE N.T.S.

SOUTH FIRST FLOOR STRUCTURAL PLANA1

SAFETY ASSESSMENT SCHEDULE - BUILDING 110

ITEM

NUMBER

ASSESSMENT

DESCRIPTION

DEFICIENCY NOTE

REFERENCE RECOMMENDATION

1 LADDER TO WOODEN PLATFORM

ABOVE N/A REPLACE LADDER (BID OPTION)

2 LADDER TO PLATFORM B REPLACE LADDER (BID OPTION)

3 LADDER TO PLATFORM ABOVE

ADJACENT TO 2 C, D REPLACE LADDER (BID OPTION)

4 LADDER AND PLATFORM TO

ROOF FOR EXHAUST FAN N/A REPLACE LADDER (BID OPTION)

5 LADDER TO MECHANICAL

PLATFORM N/A REPLACE LADDER (BID OPTION)

6 COLUMNS DAMAGED H, J REPAIR COLUMNS (BASE BID)

CRANE SCHEDULE - BUILDING 110

CRANE

NUMBER

ASSESSMENT

DESCRIPTION DEFICIENCIES RECOMMENDATION

B108 60 AND 40 TON WOODEN

PLATFORM TOP RAIL LOWER THAN 42" HIGH

INSTALL NEW TOP RAIL AT 42"

HEIGHT (BID OPTION)

B248 10 TON WOODEN PLATFORM TOP RAIL LOWER THAN 42" HIGH

INSTALL NEW TOP RAIL AT 42"

HEIGHT (BID OPTION)

DEFICIENCY NOTES:

A. INSUFFICIENT BACK SIDE CLEARANCE.

CLIMBING OBSTRUCTION

B. CLIMBING OBSTRUCTION

C. CLIMBING OBSTRUCTION

D. NO SWING GATE FROM (SIDE STEP) OR AT PLATFORM ABOVE (STEP

THROUGH).

E. LADDER NOT STRAIGHT, DAMAGED TO WOODEN PLATFORM ABOVE.

5 1/2" RUNG TO WALL DEPTH.

NO MIDDLE RAIL ON PLATFORM ABOVE.

F. NO SWING GATE ON PLATFORM.

MIDDLE RAIL MISSING ON CRANE CAB.

G. NO SWING GATE AT TOP OF LADDER.

H. COLUMN DAMAGE.

J. COLUMN CORROSION

1,247'-4"

382'-2" 125'-1" 45'-1" 74'-4" 80'-2"

31 30 29

46 45 44 43 42 41 40 39 38 37 36 35 34 33 32

120 121 25

27 26

BAY

ATC

LIN

E 48'-8"

23'-8"

13'-6"

C H

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

1 2 3 4 5 6 7 8 9 10

Y or k S t P or tla nd , M

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T, N

Y O

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-B R

/0 2/

N N

C O

N O

D -B

S-102

R U

C R

SCALE N.T.S.

CENTER FIRST FLOOR STRUCTURAL PLANE1

CRANE SCHEDULE - BUILDING 110

CRANE

NUMBER

ASSESSMENT

DESCRIPTION DEFICIENCIES RECOMMENDATION

B418 10 AND 30 TON METAL PLATFORM TOP RAIL LOWER THAN 42" HIGH INSTALL NEW TOP RAIL AT 42"

HEIGHT

DEFICIENCY NOTES:

A. INSUFFICIENT BACK SIDE CLEARANCE.

CLIMBING OBSTRUCTION

B. CLIMBING OBSTRUCTION

C. CLIMBING OBSTRUCTION

D. NO SWING GATE FROM 2 TO 3 (SIDE STEP) OR 3

TO PLATFORM ABOVE (STEP THROUGH).

E. LADDER NOT STRAIGHT, DAMAGE TO WOODEN

PLATFORM ABOVE.

5 1/2" RUNG TO WALL DEPTH.

NO MIDDLE RAIL ON PLATFORM ABOVE.

F. NO SWING GATE ON PLATFORM.

MIDDLE RAIL MISSING ON CRANE CAB.

G. NO SWING GATE AT TOP OF LADDER.

H. COLUMN DAMAGE.

I. INACCESSIBLE PLATFORM.

SAFETY ASSESSMENT SCHEDULE - BUILDING 110

ITEM

NUMBER

ASSESSMENT

DESCRIPTION DEFICIENCIES RECOMMENDATION

1 LADDER TO WOODEN PLATFORM

ABOVE N/A REPLACE LADDER (BID OPTION)

2 LADDER TO PLATFORM N/A REPLACE LADDER (BID OPTION)

3 LADDER TO PLATFORM ABOVE

ADJACENT TO 2 N/A REPLACE LADDER (BID OPTION)

4 LADDER AND PLATFORM TO

ROOF FOR EXHAUST FAN N/A REPLACE LADDER (BID OPTION)

5 LADDER TO MECHANICAL

PLATFORM N/A REPLACE LADDER (BID OPTION)

6 COLUMNS DAMAGED N/A REPAIR COLUMNS (BASE BID)

1,247'-4"

290'-9" 72'-3"

22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2

BAY

ATC

LIN

25'-6"

153'-6"

B157 3, F

2 4

5,G

B152

1,A

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

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O R

K, N

D R

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O D

O F

1 2 3 4 5 6 7 8 9 10

Y or k S t P or tla nd , M

SHEET ID

T, N

Y O

R K

-B R

/0 2/

N N

C O

N O

D -B

S-103

N O

R U

C R

SCALE N.T.S.

NORTH FIRST FLOOR STRUCTURAL PLANE1

SAFETY ASSESSMENT SCHEDULE - BUILDING 110

ITEM NUMBER ASSESSMENT

DESCRIPTION DEFICIENCIES

1 A SEE DEFICIENCY NOTES (BID OPTION)

2 N/A SEE DEFICIENCY NOTES (BID OPTION)

3 F SEE DEFICIENCY NOTES (BID OPTION)

4 N/A SEE DEFICIENCY NOTES (BID OPTION)

5 G SEE DEFICIENCY NOTES (BID OPTION)

6 H REPAIR COLUMN (BASE BID)

CRANE SCHEDULE - BUILDING 110

CRANE

NUMBER

ASSESSMENT

DESCRIPTION DEFICIENCIES RECOMMENDATION

B152 15 AND 60 TON WOODEN

PLATFORM TOP RAIL LOWER THAN 42" HIGH INSTALL NEW TOP RAIL AT 42"

HEIGHT

B157 10 TON WOODEN PLATFORM TOP RAIL LOWER THAN 42" HIGH INSTALL NEW TOP RAIL AT 42"

HEIGHT

DEFICIENCY NOTES:

A. INSUFFICIENT BACK SIDE CLEARANCE.

CLIMBING OBSTRUCTION

B. CLIMBING OBSTRUCTION

C. CLIMBING OBSTRUCTION

D. NO SWING GATE FROM 2 TO 3 (SIDE STEP) OR 3

TO PLATFORM ABOVE (STEP THROUGH).

E. LADDER NOT STRAIGHT, DAMAGED TO

WOODEN PLATFORM ABOVE.

5 1/2" RUNG TO WALL DEPTH.

NO MIDDLE RAIL ON PLATFORM ABOVE.

F. NO SWING GATE ON PLATFORM.

MIDDLE RAIL MISSING ON CRANE CAB.

G. NO SWING GATE AT TOP OF LADDER.

H. COLUMN DAMAGE.

I. INACCESSIBLE PLATFORM

J. PLATFORM MISSING MIDDLE RAIL.

4669 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47

22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2

BAY

2331 30 29

46 45 44 43 42 41 40 39 38 37 36 35 34 33 32

27 26

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

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O R

K, N

D R

G C

O D

O F

1 2 3 4 5 6 7 8 9 10

Y or k S t P or tla nd , M

SHEET ID

T, N

Y O

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-B R

/0 2/

N N

C O

N O

D -B

SCALE N.T.S.

NORTH END MEZZANINE LEVEL STRUCTURAL PLANB1

S-104

R U

C R

SCALE N.T.S.

SOUTH END MEZZANINE LEVEL STRUCTURAL PLANE1 SCALE N.T.S.

CENTER MEZZANINE LEVEL STRUCTURAL PLANE6

KEYED NOTES:

BID OPTION - MEZZANINE REPAIRS: REMOVE FULL EXTENTS WOOD PLANK

DECKING TO ELIMINATE TRIP HAZARDS ALONG THE LENGTH OF THE

MEZZANINE. REPLACE 2x TONGUE AND GROOVE WOOD PLANKS IN KIND.

(APPROX. 12,750 SF)

LEGEND:

MEZZANINE AREA

d d/2

DOWELS AS REQUIRED

SAWCUT AND JOINT

FILLER AS REQUIRED

DEPTH VARIES. V.I.F.

CONSTRUCTION JOINT AT EXISTING SLAB

PROVIDE A HIGH STRENGTH, HIGH IMPACT,

ABRASION RESISTANT TOPPING OR EPOXY

COATING AT REPLACED SLAB AREAS. THIS

TOPPING MUST BE COMPATIBLE WITH EACH

SUBSTRATE WHERE IT IS USED.

CRACK TO BE FILLED

1. CLEAN SURFACE ON EACH SIDE OF CRACK

3. 'V' GROOVE JOINT UNTIL SOUND

CONCRETE IS REACHED IF ADJACENT

CONCRETE SURFACE IS DETERIORATED.

2. REMOVE DUST AND DEBRIS FROM

CRACK. ALLOW NATURAL DRYING OR DRY

AS DIRECTED BY EPOXY MANUFACTURER'S

SURFACE PREPARATION INSTRUCTIONS.

4. INSTALL SURFACE-MOUNTED INJECTION

PORTS AT ALONG CRACK LENGTH

5. INSTALL SURFACE SEAL AS REQUIRED

6. INJECT EPOXY AS REQUIRED.

7. REMOVE ALL PORTS. REMOVE

SURFACE SEAL AS REQUIRED.

8. CLEAN SURFACE AND DRY

COMPLETELY TO RECEIVE FINAL

PROTECTIVE SURFACE COATING.

REPAIRED CRACK

CRACK AND SURFACE PREPARATION

EPOXY INJECTION GROUTING

REPAIRED CRACK

d/3 d

1. DETERIORATED MORTAR 2. JOINT GROUND TO

INCORRECT PROFILE

3. JOINT GROUND TO

INCORRECT PROFILE

4. JOINT RAKED TO SOUND MORTAR

(d/3 MAX.) AND GROUND TO 90°

PROFILE

5. 1/4" LIFT, FIRST PASS 6. 1/4" LIFTS, SUBSEQUENT

PASSES

7. FINAL PASS INCORRECTLY

SMEARED ABOUT BRICK EDGES

RESULTS IN EXAGGERATED JOINT

WIDTH

8. FINAL PASS TOOLED CONCAVE, FLUSH

OR RAKED PROFILE TO MATCH EXISTING

SURROUNDING PROFILE

1/4" 1/4"

0 1' 2' 3'

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

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

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O R

K, N

D R

G C

O D

O F

1 2 3 4 5 6 7 8 9 10

Y or k S t P or tla nd , M

SHEET ID

T, N

Y O

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-B R

/0 2/

N N

C O

N O

D -B

SCALE 3/4" = 1'-0"

SUGGESTED SLAB ON GRADE JOINT DETAILF1 REF. DWG.: SEE ARCH

S-501

C O

N C

D M

N R

Y R

R D

C R

SCALE N.T.S.

SUGGESTED CRACK REPAIR DETAILE4 REF. DWG.: SEE ARCH SCALE N.T.S.

TYPICAL BRICK REPOINTING DETAILSE6 REF. DWG.: SEE ARCH

CRANE REPAIR

SHOP

OPEN AREA

MEN

SOUTH SPRINKLER

PUMP ROOM

104A

OFFICE

CLOSET

1 1 1

2 2

LIN

2 PAINT BOOTH TO BE REPLACED AS PART OF SEPARATE PROJECT

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

1 2 3 4 5 6 7 8 9 10

Y or k S t P or tla nd , M

SHEET ID

T, N

Y O

R K

-B R

/0 2/

N N

C O

N O

D -B

AD101

O R

N P

SCALE 1/16" = 1'-0"

SOUTH FIRST FLOOR DEMOLITION PLANB1

NOTES:

1. DIMENSIONS ARE APPROXIMATE, VERIFY DIMENSIONS IN FIELD PRIOR

TO CONSTRUCTION.

2. CLEAN SURFACES THROUGHOUT BUILDING (BASE BID AND OPTION

SCOPE). PROVIDE TEMPORARY BARRIERS FOR PROTECTION OF

EXISTING EQUIPMENT IN THE AFFECTED AREA WHERE CLEANING IS

BEING PERFORMED. SEE PHASING PLANS FOR MORE INFORMATION.

3. DEMOLISH WOODEN FLOOR INFILL THROUGHOUT ENTIRE BUILDING,

AT 5% OF SLAB AREA AT AN ESTIMATED 15 TOTAL LOCATIONS.

PREPARE AREA FOR CONCRETE INFILL, COORDINATE W/STRUCTURAL

NARRATIVE IN ACCORDANCE WITH THE RFP TECHNICAL

REQUIREMENTS, SEE S-501.

4. ADDRESS HAZARDOUS MATERIALS THAT WILL REQUIRE ABATEMENT

THAT ARE IMPACTED BY THE PROJECT. IT IS THE INTENT THAT THE

CONTRACTOR'S DESIGNER OF RECORD WILL DEVELOP

SPECIFICATION 02 82 00 ASBESTOS REMEDIATION AND

SPECIFICATION 02 83 00 LEAD REMEDIATION IN ACCORDANCE WITH

THIS PROJECT. LEAD PAINT MUST BE ABATED IN LIEU OF

ENCAPSULATION AS THIS WORK APPLIES TO BOTH BASE BID AND BID

OPTION ITEMS. REFER TO ANY APPLICABLE NEW YORK

LAWS/REGULATIONS FOR THE DEMOLITION AND RENOVATION OF

PAINTED COMPONENTS OR SURFACE COATINGS. REFER TO HAZMAT

REPORT PROVIDED BY ARCADIS DATED DECEMBER 4, 2023.

DEMOLITION KEYED NOTES:

DEMOLISH EXISTING OVERHEAD COILING DOOR

ASSEMBLY INCLUDING RAILS, HOOD AND

OPERATORS

DEMOLISH EXISTING DOOR ASSEMBLY, INCLUDING

FRAME AND HARDWARE

ABATE ANY LEAD BASED PAINT AND PREPARE FOR

REPAINTING OR COATING AT INTERIOR PERIMETER

MASONRY WALLS THROUGHOUT

DEMOLISH INTERIOR SIGNAGE INDICATING

LOCATIONS OF FIRE EXTINGUISHERS, MANUAL DRY

STANDPIPE HOSE CONNECTIONS AND DAMAGED OR

NOT LEGIBLE DOOR IDENTIFICATION SIGNAGE

(ESTIMATED AS 75-100 NON-ELECTRICALLY

POWERED SIGNS)

BID OPTION - PLYWOOD WALL REPAIRS: DEMOLISH

EXISTING INTERIOR DOOR ASSEMBLY

BID OPTION - PLYWOOD WALL REPAIRS: DEMOLISH

EXISTING INTERIOR PARTITION

BID OPTION - PAINTING BELOW CEILING: CLEAN

SURFACES, ABATE EXISTING LEAD BASED PAINT.

BID OPTION - PAINTING CEILING: CLEAN CEILING

AND EXPOSED SURFACES, ABATE EXISTING LEAD

BASED PAINT.

LEGEND:

ITEMS EXISTING TO REMAIN

ITEMS TO BE DEMOLISHED

KEY PLAN 0 8' 16' 32'

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

NORTH

PLAN

262728

293031

3233343536373839404142434445

BAY

STORAGE

UNOCCUPIED

OPEN AREA

MEN

WOMEN

114A

OFFICE

OFFICE AREA

114B

CLOSET

114C

CLOSET

MEN

WOMEN

CORRIDOR

IT ROOM

138A

BATTERY

CHARGING ROOM

BREAKROOM

STORAGE

2 2

LIN

13'-10"

'-4

0'-

0 1 /2"

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

1 2 3 4 5 6 7 8 9 10

Y or k S t P or tla nd , M

SHEET ID

T, N

Y O

R K

-B R

/0 2/

N N

C O

N O

D -B

AD102

R D

O N

SCALE 1/16" = 1'-0"

CENTER FIRST FLOOR DEMOLITION PLANB1

NOTES:

1. DIMENSIONS ARE APPROXIMATE, VERIFY DIMENSIONS IN FIELD PRIOR TO

CONSTRUCTION.

2. CLEAN SURFACES THROUGHOUT BUILDING (BASE BID AND OPTION SCOPE).

PROVIDE TEMPORARY BARRIERS FOR PROTECTION OF EXISTING EQUIPMENT

IN THE AFFECTED AREA WHERE CLEANING IS BEING PERFORMED. SEE

PHASING PLANS FOR MORE INFORMATION.

3. DEMOLISH WOODEN FLOOR INFILL THROUGHOUT ENTIRE BUILDING, APPROX.

5% OF SLAB AREA AT AN ESTIMATED 15 TOTAL LOCATIONS. PREPARE AREA

FOR CONCRETE INFILL, COORDINATE W/STRUCTURAL NARRATIVE IN

ACCORDANCE WITH THE RFP TECHNICAL REQUIREMENTS, SEE S-501.

4. ADDRESS HAZARDOUS MATERIALS THAT WILL REQUIRE ABATEMENT THAT

ARE IMPACTED BY THE PROJECT. IT IS THE INTENT THAT THE CONTRACTOR'S

DESIGNER OF RECORD WILL DEVELOP SPECIFICATION 02 82 00 ASBESTOS

REMEDIATION AND SPECIFICATION 02 83 00 LEAD REMEDIATION IN

ACCORDANCE WITH THIS PROJECT. LEAD PAINT MUST BE ABATED IN LIEU OF

ENCAPSULATION AS THIS WORK APPLIES TO BOTH BASE BID AND BID OPTION

ITEMS. REFER TO ANY APPLICABLE NEW YORK LAWS/REGULATIONS FOR THE

DEMOLITION AND RENOVATION OF PAINTED COMPONENTS OR SURFACE

COATINGS. REFER TO HAZMAT REPORT PROVIDED BY ARCADIS DATED

DECEMBER 4, 2023.

DEMOLITION KEYED NOTES:

DEMOLISH EXISTING OVERHEAD COILING DOOR

ASSEMBLY INCLUDING RAILS, HOOD AND OPERATORS

DEMOLISH EXISTING DOOR ASSEMBLY, INCLUDING

FRAME AND HARDWARE

ABATE ANY LEAD BASED PAINT AND PREPARE EXISTING

WINDOW ASSEMBLIES FOR REPAINTING. REMOVE

APPROXIMATELY FOUR (4) 12X16-INCH DAMAGED GLAZING

PANELS PER BAY NOTED AND ASSOCIATED SEALANTS

AND PREPARE FOR NEW GLAZING INSTALLATION

DEMOLISH INTERIOR SIGNAGE INDICATING LOCATIONS OF

FIRE EXTINGUISHERS, MANUAL DRY STANDPIPE HOSE

CONNECTIONS AND DAMAGED OR NOT LEGIBLE DOOR

IDENTIFICATION SIGNAGE (ESTIMATED AS 75-100

NON-ELECTRICALLY POWERED SIGNS)

DEMOLISH EXISTING WOOD FLOOR

ABATE ANY LEAD BASED PAINT AND PREPARE FOR

REPAINTING OR COATING AT INTERIOR PERIMETER

MASONRY WALLS THROUGHOUT

REMOVE AND REPLACE DETERIORATING BRICK UNITS, 600

BID OPTION - PLYWOOD WALL REPAIRS: DEMOLISH

EXISTING INTERIOR DOOR ASSEMBLY

BID OPTION - PLYWOOD WALL REPAIRS: DEMOLISH

EXISTING INTERIOR PARTITION

BID OPTION - PAINTING BELOW CEILING: CLEAN

SURFACES, ABATE EXISTING LEAD BASED PAINT

BID OPTION - PAINTING CEILING: CLEAN CEILING AND

EXPOSED SURFACES, ABATE EXISTING LEAD BASED PAINT

LEGEND:

ITEMS EXISTING TO REMAIN

ITEMS TO BE DEMOLISHED

KEY PLAN 0 8' 16' 32'

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

NORTH

PLAN

12345678910111213141516171819202122

STORAGE

OFFICE

SUPPORT SPACE

SUPPORT

SPACE

OPEN AREA

TENANT SPACE

156A

TENANT SPACE

101A

NORTH SPRINKLER

PUMP ROOM

LIN

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

1 2 3 4 5 6 7 8 9 10

Y or k S t P or tla nd , M

SHEET ID

T, N

Y O

R K

-B R

/0 2/

N N

C O

N O

D -B

AD103

N O

R D

O N

SCALE 1/16" = 1'-0"

NORTH FIRST FLOOR DEMOLITION PLANB1

NOTES:

1. DIMENSIONS ARE APPROXIMATE, VERIFY DIMENSIONS IN

FIELD PRIOR TO CONSTRUCTION.

2. CLEAN SURFACES THROUGHOUT BUILDING (BASE BID AND

OPTION SCOPE). PROVIDE TEMPORARY BARRIERS FOR

PROTECTION OF EXISTING EQUIPMENT IN THE AFFECTED

AREA WHERE CLEANING IS BEING PERFORMED. SEE

PHASING PLANS FOR MORE INFORMATION.

3. DEMOLISH WOODEN FLOOR INFILL THROUGHOUT ENTIRE

BUILDING, APPROX. 5% OF SLAB AREA AT AN ESTIMATED 15

TOTAL LOCATIONS. PREPARE AREA FOR CONCRETE INFILL,

COORDINATE W/STRUCTURAL NARRATIVE IN ACCORDANCE

WITH THE RFP TECHNICAL REQUIREMENTS, SEE S-501.

4. ADDRESS HAZARDOUS MATERIALS THAT WILL REQUIRE

ABATEMENT THAT ARE IMPACTED BY THE PROJECT. IT IS THE

INTENT THAT THE CONTRACTOR'S DESIGNER OF RECORD

WILL DEVELOP SPECIFICATION 02 82 00 ASBESTOS

REMEDIATION AND SPECIFICATION 02 83 00 LEAD

REMEDIATION IN ACCORDANCE WITH THIS PROJECT. LEAD

PAINT MUST BE ABATED IN LIEU OF ENCAPSULATION AS THIS

WORK APPLIES TO BOTH BASE BID AND BID OPTION ITEMS.

REFER TO ANY APPLICABLE NEW YORK LAWS/REGULATIONS

FOR THE DEMOLITION AND RENOVATION OF PAINTED

COMPONENTS OR SURFACE COATINGS. REFER TO HAZMAT

REPORT PROVIDED BY ARCADIS DATED DECEMBER 4, 2023.

DEMOLITION KEYED NOTES:

DEMOLISH EXISTING OVERHEAD COILING DOOR ASSEMBLY

INCLUDING RAILS, HOOD AND OPERATORS

DEMOLISH EXISTING DOOR ASSEMBLY, INCLUDING FRAME

AND HARDWARE

ABATE ANY LEAD BASED PAINT AND PREPARE EXISTING

WINDOW ASSEMBLIES FOR REPAINTING. REMOVE

APPROXIMATELY FOUR (4) 12X16-INCH DAMAGED GLAZING

PANELS PER BAY NOTED AND ASSOCIATED SEALANTS AND

PREPARE FOR NEW GLAZING INSTALLATION

ABATE ANY LEAD BASED PAINT AND PREPARE FOR

REPAINTING OR COATING AT INTERIOR PERIMETER MASONRY

WALLS THROUGHOUT

DEMOLISH INTERIOR SIGNAGE INDICATING LOCATIONS OF FIRE

EXTINGUISHERS, MANUAL DRY STANDPIPE HOSE

CONNECTIONS AND DAMAGED OR NOT LEGIBLE DOOR

IDENTIFICATION SIGNAGE (ESTIMATED AS 75-100

NON-ELECTRICALLY POWERED SIGNS)

BID OPTION - PAINTING BELOW CEILING: CLEAN SURFACES,

ABATE EXISTING LEAD BASED PAINT

BID OPTION - PAINTING CEILING: CLEAN CEILING AND EXPOSED

SURFACES, ABATE EXISTING LEAD BASED PAINT

LEGEND:

ITEMS EXISTING TO REMAIN

ITEMS TO BE DEMOLISHED

KEY PLAN 0 8' 16' 32'

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

NORTH

PLAN

262728

293031

323334353637

BAY

MEN

WOMEN

IT ROOM

CORRIDOR

ROOM

ROOM206

ROOM

11111111

ATTIC SPACE

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

1 2 3 4 5 6 7 8 9 10

Y or k S t P or tla nd , M

SHEET ID

T, N

Y O

R K

-B R

/0 2/

N N

C O

N O

D -B

AD104

O N

D F

R D

O N

SCALE 1/16" = 1'-0"

SECOND FLOOR DEMOLITION PLANB1

NOTES:

1. DIMENSIONS ARE APPROXIMATE, VERIFY DIMENSIONS IN FIELD

PRIOR TO CONSTRUCTION.

2. CLEAN SURFACES THROUGHOUT BUILDING (BASE BID AND

OPTION SCOPE). PROVIDE TEMPORARY BARRIERS FOR

PROTECTION OF EXISTING EQUIPMENT IN THE AFFECTED

AREA WHERE CLEANING IS BEING PERFORMED. SEE PHASING

PLANS FOR MORE INFORMATION.

3. DEMOLISH WOODEN FLOOR INFILL THROUGHOUT ENTIRE

BUILDING, APPROX. 5% OF SLAB AREA. PREPARE AREA FOR

CONCRETE INFILL, COORDINATE W/STRUCTURAL NARRATIVE

IN ACCORDANCE WITH THE RFP TECHNICAL REQUIREMENTS,

SEE S-501.

4. ADDRESS HAZARDOUS MATERIALS THAT WILL REQUIRE

ABATEMENT THAT ARE IMPACTED BY THE PROJECT. IT IS THE

INTENT THAT THE CONTRACTOR'S DESIGNER OF RECORD WILL

DEVELOP SPECIFICATION 02 82 00 ASBESTOS REMEDIATION

AND SPECIFICATION 02 83 00 LEAD REMEDIATION IN

ACCORDANCE WITH THIS PROJECT. LEAD PAINT MUST BE

ABATED IN LIEU OF ENCAPSULATION AS THIS WORK APPLIES

TO BOTH BASE BID AND BID OPTION ITEMS. REFER TO ANY

APPLICABLE NEW YORK LAWS/REGULATIONS FOR THE

DEMOLITION AND RENOVATION OF PAINTED COMPONENTS OR

SURFACE COATINGS. REFER TO HAZMAT REPORT PROVIDED

BY ARCADIS DATED DECEMBER 4, 2023.

DEMOLITION KEYED NOTES:

ABATE ANY LEAD BASED PAINT AND PREPARE EXISTING

WINDOW ASSEMBLIES FOR REPAINTING. REMOVE

APPROXIMATELY FOUR (4) 12X16-INCH DAMAGED GLAZING

PANELS PER BAY NOTED AND ASSOCIATED SEALANTS AND

PREPARE FOR NEW GLAZING INSTALLATION

ABATE ANY LEAD BASED PAINT AND PREPARE FOR

REPAINTING OR COATING AT INTERIOR PERIMETER

MASONRY WALLS THROUGHOUT

DEMOLISH INTERIOR SIGNAGE INDICATING LOCATIONS OF

FIRE EXTINGUISHERS, MANUAL DRY STANDPIPE HOSE

CONNECTIONS AND DAMAGED OR NOT LEGIBLE DOOR

IDENTIFICATION SIGNAGE (ESTIMATED AS 75-100

NON-ELECTRICALLY POWERED SIGNS)

BID OPTION - PAINTING BELOW CEILING: CLEAN SURFACES,

ABATE EXISTING LEAD BASED PAINT

BID OPTION - PAINTING CEILING: CLEAN CEILING AND

EXPOSED SURFACES, ABATE EXISTING LEAD BASED PAINT

LEGEND:

ITEMS EXISTING TO REMAIN

ITEMS TO BE DEMOLISHED

KEY PLAN 0 8' 16' 32'

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

NORTH

PLAN

36'-9" 141'-1" 380'-10" 113'-0 3/8"

'-3

3/ 4"24

'-2

'-0

4'-

'-8

671'-8 3/8"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38

198'-5" 290'-9" 70'-3"

75'-4 3/4"

'-8

'-2

'-6 1/

'-3 7/

'-6

33'-9" 18'-11" 56'-10" 18'-9 1/2" 33'-8 1/2" 397'-4"

'-0

94'-6 1/2"

'-0

39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

1 2 3 4 5 6 7 8 9 10

Y or k S t P or tla nd , M

SHEET ID

T, N

Y O

R K

-B R

/0 2/

N N

C O

N O

D -B

AD105

R O

O F

N P

SCALE 1/32" = 1'-0"

ROOF PLAN - NORTHA2

SCALE 1/32" = 1'-0"

ROOF PLAN - SOUTHD1

NOTES:

1. VERIFY DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION.

2. THE CONTRACTOR'S A/E (LICENSED STRUCTURAL PE) MUST

CONDUCT A CONDITION ASSESSMENT OF THE WOOD TRUSS

TOP CHORD MEMBERS AND ROOF PURLINS IN WATER STAINED

AREAS TO DETERMINE THE RECOMMENDED EXTENT OF

MEMBER REPAIR AND/OR REPLACEMENT IN KIND AS PART OF

THE BASE BID SCOPE OF WORK.

0 16' 32' 64'

Scale: 1/32" = 1'-0"

NORTH

PLAN

LEGEND:

DEMOLISH EXISTING ROOFING ASSEMBLY AND SHEET

METAL FLASHING DOWN TO EXISTING WOODEN ROOF

DECK, INCLUDING 850 LINEAR FEET OF SNOW GUARDS

LOCATED ALONG THE NORTH AND SOUTH

ELEVATIONS, REFER TO SHEET AD105 FOR

LOCATIONS. ASSUME 20% TOTAL ROOFING ASSEMBLY

REMOVAL WHERE SHOWING SIGNS OF DEGRADATION.

BID OPTION - ROOF TRUSS REPAIR - TRUSS

REPLACEMENT: A UNIT COST BID OPTION IS

INCLUDED FOR AREAS RECOMMENDED TO BE

REMOVED/REPLACED, UPON FORMAL

RECOMMENDATION BY THE CONTRACTOR'S

DESIGNER OF RECORD. REFER TO D-B RFP APPENDIX

F FOR GENERAL TRUSS LOCATIONS AND

DESCRIPTIONS, TOTALING FIVE (5) TOP CHORDS.

CRANE REPAIR

SHOP

OPEN AREA

MEN

SOUTH SPRINKLER

PUMP ROOM

104A

OFFICE

CLOSET

A1 A-201

9'-

'-0

'-1

36'-9" 141'-1" 382'-2"

6'-

1248'-2"

686'-2"

LIN

E A-

LIN

E A-

2 2

1 1 1

PAINT BOOTH TO BE REPLACED AS PART OF SEPARATE PROJECT

A1 A-202

D1 A-202

'-0

37'-9"

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

1 2 3 4 5 6 7 8 9 10

Y or k S t P or tla nd , M

SHEET ID

T, N

Y O

R K

-B R

/0 2/

N N

C O

N O

D -B

A-101

O R

SCALE 1/16" = 1'-0"

SOUTH FIRST FLOOR PLANB1

KEYED NOTES:

PROVIDE COMBINATION OVERHEAD COILING DOOR

ASSEMBLY/SECURITY GRILLE INCLUDING RAILS,

HOOD AND OPERATOR

PROVIDE DOOR ASSEMBLY INCLUDING DOOR,

FRAME AND HARDWARE. PROVIDE SIDELITES,

PROVIDE SPANDREL GLAZING AT TRANSOMS

REPAIR EXPOSED DAMAGED MASONRY UNITS

ALONG THE BUILDING INTERIOR. REPLACE

DETERIORATED AND MISSING BRICK UNITS AT THE

INTERIOR TO RESTORE THE ORIGINAL SOLID

CROSS-SECTIONS (TOTALING 200 SF THIS SHEET).

REPOINT MORTAR JOINTS AS REQUIRED. CLEAN ALL

INTERIOR SURFACES OF EXTERIOR MASONRY PER

"MASONRY CLEANING AND REPAIR" NOTES ON A-200

SERIES DRAWINGS TO REMOVE IMPROPER

COATINGS

REPLACE INTERIOR SIGNAGE CLEARLY AND LEGIBLY

IDENTIFYING LOCATIONS OF 75 FIRE EXTINGUISHERS

IN ACCORDANCE WITH NFPA 10, LOCATIONS OF 35

AUTOMATIC WET STANDPIPE HOSE CONNECTIONS IN

ACCORDANCE WITH NFPA 14 AND 20 DOOR

IDENTIFICATION SIGNAGE

PROVIDE CLASS A (IN ACCORDANCE WITH ASTM

E84/UL 723) SEALANT AROUND WINDOW AND DOOR

PERIMETERS THROUGHOUT THE BUILDING, AT THE

BOTTOMS AND TOPS OF NON-FIRE RATED WALLS

WHERE INTERSECTING WITH FLOOR SLABS AND

ROOF ASSEMBLIES, AND AT LOCATIONS OF ROOF

FASTENER PENETRATIONS. PROVIDE APPROVED

AND LISTED FIRE RATED JOINT SEALANT SYSTEMS

AT THE BOTTOMS AND TOPS OF FIRE RATED WALLS

WHERE INTERSECTING WITH FLOOR SLABS AND

ROOF ASSEMBLIES

BID OPTION - PLYWOOD WALL REPAIRS: PLYWOOD

WALL REPAIRS: PROVIDE INTERIOR HOLLOW METAL

DOOR AND FRAME ASSEMBLY

BID OPTION - PLYWOOD WALL REPAIRS: PROVIDE 5/8"

GYPSUM WALLBOARD OVER METAL STUD INTERIOR

PARTITION ASSEMBLY @ 10'-0" HIGH. PREPARE, PRIME

AND PAINT GYPSUM WALLBOARD ASSEMBLY

BID OPTION - PAINTING CEILING: PRIME AND PAINT

CEILINGS

BID OPTION - PAINTING BELOW CEILING: PRIME AND

PAINT WALLS, EXPOSED BRICK PIER/COLUMNS AND

STEEL STRUCTURE

NOTES:

1. VERIFY DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION.

2. PROVIDE CONCRETE INFILL AT LOCATIONS OF DEMOLISHED WOOD FLOORING

TOTALING 5% OF SLAB AREA AT 15 TOTAL LOCATIONS. COORDINATE

W/STRUCTURAL NARRATIVE IN ACCORDANCE WITH THE RFP TECHNICAL

REQUIREMENTS. REFER TO S-501 AND ESR A10.

3. THIS FACILITY IS DESIGNED TO MEET ABAAS/ABA COMPLIANCE.

4. RE-STRIPE PEDESTRIAN WALKING ROUTES IN THEIR ENTIRETY AFTER CONDUCTING

SLAB REPAIRS (6,000 LF @ 6" WIDE), DOR TO FIELD VERIFY PEDESTRIAN WALKING

ROUTES AND COORDINATE WITH OWNER FOR APPROVAL.

5. PROVIDE EXIT SIGNAGE WHERE MISSING, OR AREAS WHERE DEFICIENT, IN

ACCORDANCE WITH NFPA 101.

6. PROVIDE RIGID MINERAL BOARD INSULATION BETWEEN CEILING JOINTS AT

INTERIOR SECTION BETWEEN THE TOP OF WALL AND ROOF THROUGHOUT.

LEGEND:

ITEMS EXISTING TO REMAIN KEY PLAN 0 8' 16' 32'

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

NORTH

PLAN

3 4 5 6

262728

293031

3233343536373839404142434445

BAY

STORAGE

UNOCCUPIED

OPEN AREA

MEN

WOMEN

114A

OFFICE

OFFICE AREA

114B

CLOSET

114C

CLOSET

MEN

WOMEN

CORRIDOR

IT ROOM

138A

BATTERY

CHARGING ROOM

BREAKROOM

STORAGE

6'-

8" 1248'-2"

382'-2" 125'-6" 44'-8" 74'-4" 80'-2"

'-8

'-1

'-0

686'-2" 52'-2" 57'-8" 52'-6"

A-

LIN

A-

LIN

E A-

LIN

E A-

A1 A-202

D1 A-202

'-4

60'-0"

12'-2 1/2"

6'- 9"

'-7

" 20 '-3

" 11'-3"

8'- 6"8

4'- 2"

12'-0"

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

1 2 3 4 5 6 7 8 9 10

Y or k S t P or tla nd , M

SHEET ID

T, N

Y O

R K

-B R

/0 2/

N N

C O

N O

D -B

A-102

R P

SCALE 1/16" = 1'-0"

CENTER FIRST FLOOR PLANB1

3 NOTES:

1. VERIFY DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION.

2. PROVIDE CONCRETE INFILL AT LOCATIONS OF DEMOLISHED WOOD FLOORING TOTALING

5% OF SLAB AREA AT 15 TOTAL LOCATIONS. COORDINATE W/STRUCTURAL NARRATIVE IN

ACCORDANCE WITH THE RFP TECHNICAL REQUIREMENTS. REFER TO S-501 AND ESR A10.

4. RE-STRIPE PEDESTRIAN WALKING ROUTES IN THEIR ENTIRETY AFTER CONDUCTING SLAB

REPAIRS (6,000 LF @ 6" WIDE), DOR TO FIELD VERIFY PEDESTRIAN WALKING ROUTES AND

COORDINATE WITH OWNER FOR APPROVAL.

5. PROVIDE EXIT SIGNAGE WHERE MISSING, OR AREAS WHERE DEFICIENT, IN ACCORDANCE

WITH NFPA 101.

6. PROVIDE RIGID MINERAL BOARD INSULATION BETWEEN CEILING JOINTS AT INTERIOR

SECTION BETWEEN THE TOP OF WALL AND ROOF THROUGHOUT.

KEY PLAN 0 8' 16' 32'

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

NORTH

PLAN

7NOTES:

PROVIDE COMBINATION OVERHEAD COILING

DOOR ASSEMBLY/SECURITY GRILLE INCLUDING

RAILS, HOOD AND OPERATOR

PROVIDE DOOR ASSEMBLY INCLUDING DOOR,

FRAME AND HARDWARE. PROVIDE SIDELITES,

PROVIDE SPANDREL GLAZING AT TRANSOMS

PRIME AND PAINT WINDOW ASSEMBLY. PROVIDE

NEW OR REPAIR EXISTING GLAZING AT LOCATION

OF DAMAGED OR MISSING EXISTING GLAZING,

FOUR (4) 12X16-INCH GLAZING PANELS PER BAY

NOTED. DOR TO FIELD VERIFY EXISTING DAMAGED

OR MISSING GLAZING AND COORDINATE WITH

OWNER FOR APPROVAL

REPLACE INTERIOR SIGNAGE CLEARLY AND

LEGIBLY IDENTIFYING LOCATIONS OF FIRE

EXTINGUISHERS IN ACCORDANCE WITH NFPA 10,

LOCATIONS OF AUTOMATIC WET STANDPIPE HOSE

CONNECTIONS IN ACCORDANCE WITH NFPA 14

AND DOOR IDENTIFICATION SIGNAGE. REFER TO

KEYED NOTE 4 ON SHEET A-101 FOR QUANTITIES

PLACE AND LEVEL CONCRETE FLOORING. DOWEL

PROPOSED CONCRETE FLOORING TO EXISTING

CONCRETE FLOORING. COORDINATE W/

STRUCTURAL DETAILS

REPAIR EXPOSED DAMAGED MASONRY UNITS

ALONG THE BUILDING INTERIOR. REPLACE

DETERIORATED AND MISSING BRICK UNITS AT THE

INTERIOR TO RESTORE THE ORIGINAL SOLID

CROSS-SECTIONS (TOTALING 200 SF THIS SHEET).

REPOINT MORTAR JOINTS AS REQUIRED. CLEAN

ALL INTERIOR SURFACES OF EXTERIOR MASONRY

PER "MASONRY CLEANING AND REPAIR" NOTES

ON A-200 SERIES DRAWINGS TO REMOVE

IMPROPER COATINGS

PROVIDE CLASS A (IN ACCORDANCE WITH ASTM

E84/UL 723) SEALANT AROUND WINDOW AND

DOOR PERIMETERS, AT THE BOTTOMS AND TOPS

OF NON-FIRE RATED WALLS WHERE

INTERSECTING WITH FLOOR SLABS AND ROOF

ASSEMBLIES, AND AT LOCATIONS OF ROOF

FASTENER PENETRATIONS. PROVIDE APPROVED

AND LISTED / CLASSIFIED FIRE RATED JOINT

SEALANT SYSTEMS AT THE BOTTOMS AND TOPS

OF FIRE RATED WALLS WHERE INTERSECTING

WITH FLOOR SLABS AND ROOF ASSEMBLIES

BID OPTION: PROVIDE INTERIOR HOLLOW METAL

DOOR AND FRAME ASSEMBLY

BID OPTION: PROVIDE 5/8" GYPSUM WALLBOARD

OVER METAL STUD INTERIOR PARTITION

ASSEMBLY @ 10'-0" HIGH. PREPARE, PRIME AND

PAINT GYPSUM WALLBOARD ASSEMBLY

BID OPTION - PAINTING CEILING: PRIME AND PAINT

CEILINGS

BID OPTION - PAINTING BELOW CEILING: PRIME

AND PAINT WALLS, EXPOSED BRICK

PIER/COLUMNS AND STEEL STRUCTURE

LEGEND:

ITEMS EXISTING TO REMAIN

BAY

12345678910111213141516171819202122

STORAGE

OFFICE

SUPPORT SPACE

SUPPORT

SPACE

OPEN AREA

TENANT SPACE

156A

TENANT SPACE

101A

NORTH SPRINKLER

PUMP ROOM

'-1

4'- 8"

'-2

80'-2" 290'-9" 72'-9"

3'-

1248'-2"

2 2

A-

LIN

A-

LIN

A1 A-202

D1 A-202

D1 A-201

A1 A-301

12'-0"

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

Y O

R K

O R

K, N

D R

G C

O D

O F

1 2 3 4 5 6 7 8 9 10

Y or k S t P or tla nd , M

SHEET ID

T, N

Y O

R K

-B R

/0 2/

N N

C O

N O

D -B

A-103

N O

R P

SCALE 1/16" = 1'-0"

NORTH FIRST FLOOR PLANB1

KEYED NOTES:

PROVIDE COMBINATION OVERHEAD COILING DOOR

ASSEMBLY/SECURITY GRILLE INCLUDING RAILS, HOOD AND

OPERATOR

PROVIDE DOOR ASSEMBLY INCLUDING DOOR, FRAME AND

HARDWARE. PROVIDE SIDELITES, PROVIDE SPANDREL

GLAZING AT TRANSOMS

PRIME AND PAINT WINDOW ASSEMBLY. PROVIDE NEW OR

REPAIR EXISTING GLAZING AT LOCATION OF DAMAGED OR

MISSING EXISTING GLAZING, FOUR (4) 12X16-INCH GLAZING

PANELS PER BAY NOTED. DOR TO FIELD VERIFY EXISTING

DAMAGED OR MISSING GLAZING AND COORDINATE WITH

OWNER FOR APPROVAL

REPAIR EXPOSED DAMAGED MASONRY UNITS ALONG THE

BUILDING INTERIOR. REPLACE DETERIORATED AND MISSING

BRICK UNITS AT THE INTERIOR TO RESTORE…

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