RTA_WVA_Building_110__Drawings.pdf

PDF 16 MB Posted Aug 12, 2019

Attached to: Building 110 Renovation at Watervliet, NY
Solicitation number: W912DS19B0017
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

From the source

Drawings

View the file

Other files

File	Type	Posted
W912DS19B0017_Bid_Abstract.pdf	PDF	Sep 18, 2019
W912DS19B0017_Amendment_5_-_REVISION_1_RTA_A-005.pdf	PDF	Sep 17, 2019
W912DS19B0017_Amendment_0005.pdf	PDF	Sep 17, 2019
Amendment_4_-_Building_110_sketch_1_floor_layout.pdf	PDF	Sep 16, 2019
W912DS19B0017_Amendment_0004.pdf	PDF	Sep 16, 2019
Amendment_4_-_Electrical_Drawings_-_Rev_1_-_reduced.pdf	PDF	Sep 16, 2019
3c._Steam_and_condensate_piping_insulation.pdf	PDF	Sep 16, 2019
3a._23_22_23.00_40.pdf	PDF	Sep 16, 2019
3b._Domestic_water_piping_insulation.pdf	PDF	Sep 16, 2019
1._Limited_Asbestos_Survey_B110.pdf	PDF	Sep 16, 2019
4._07_84_00.pdf	PDF	Sep 16, 2019
2a_Bldg_110_FP_Spec_21_13_13_00_10.pdf	PDF	Sep 16, 2019
REVISION_1_RTA_ARCH_PARTIAL_SET.pdf	PDF	Sep 16, 2019
W912DS19B0017_Amendment_0003.pdf	PDF	Sep 13, 2019
W912DS19B0017_-_Amendment_2.pdf	PDF	Sep 10, 2019
W912DS19B0017_Amendment_U0001.pdf	PDF	Sep 4, 2019
W912DS19B0017_Solicitation.pdf	PDF	Aug 12, 2019
RTA_WVA_B110_Specs_updated_09aug_v2.pdf	PDF	Aug 12, 2019

Show all 18

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

ARCHITECTURAL:

QPK DESIGN

ARCHITECTS/ENGINEERS

450 SOUTH SALINA ST

SYRACUSE NY 13201

315-472-7806

MEP:

GHD

1 REMINGTON PARK DRIVE

CAZENOVIA NY 13035

315-679-5800

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

Q P

K D

E S

O U

T H

S A

A S

T R

E E

T S

Y R

A C

U S

E N

E W

Y O

R K

US Army Corps of Engineers

1 2 3 54

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N E

W Y

O R

K D

T S

O L

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

L O

T D

A T

C O

N T

R A

C T

N O

D S

-1

-D -0

-0

E P

F A

S D

E F

N C

W A

T E

R V

T A

R S

E N

A L

F Y

A T

E R

V L

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

M A

R K

D E

S C

N D

A T

E A

P P

A S

T E

A M

G-001

C O

V E

R S

H E

E T

DRAWING LIST

ELECTRICAL

E-001 ELECTRICAL SYMBOL LIST, FIRE ALARM I/O MATRIX, AND DETAILS

E-002 ONE LINE DIAGRAMS

ED-101 PARTIAL ELECTRICAL REMOVAL PLAN - SOUTH END

ED-102 PARTIAL ELECTRICAL REMOVAL PLAN - SOUTH END

ED-103 PARTIAL ELECTRICAL REMOVAL PLAN - SOUTH END

ED-104 PARTIAL ELECTRICAL REMOVAL PLAN - SOUTH END

ED-105 PARTIAL ELECTRICAL REMOVAL PLAN - CENTER

ED-106 PARTIAL ELECTRICAL REMOVAL PLAN - CENTER

ED-107 PARTIAL ELECTRICAL REMOVAL PLAN - CENTER

ED-108 PARTIAL ELECTRICAL REMOVAL PLAN - CENTER

ED-109 PARTIAL ELECTRICAL REMOVAL PLAN - NORTH END

ED-110 PARTIAL ELECTRICAL REMOVAL PLAN - NORTH END

ED-111 PARTIAL ELECTRICAL REMOVAL PLAN - NORTH END

ED-112 PARTIAL ELECTRICAL REMOVAL PLAN - NORTH END

ED-401 ENLARGED REMOVAL PLANS - TOILET ROOM 2

ED-402 ENLARGED PLANS - TOILET ROOMS 1 AND 3

E-101 PARTIAL ELECTRICAL PLAN - SOUTH END

E-102 PARTIAL ELECTRICAL PLAN - SOUTH END

E-103 PARTIAL ELECTRICAL PLAN - SOUTH END

E-104 PARTIAL ELECTRICAL PLAN - SOUTH END

E-105 PARTIAL ELECTRICAL PLAN - CENTER

E-106 PARTIAL ELECTRICAL PLAN - CENTER

E-107 PARTIAL ELECTRICAL PLAN - CENTER

E-108 PARTIAL ELECTRICAL PLAN - CENTER

E-109 PARTIAL ELECTRICAL PLAN - NORTH END

E-110 PARTIAL ELECTRICAL PLAN - NORTH END

E-111 PARTIAL ELECTRICAL PLAN - NORTH END

E-112 PARTIAL ELECTRICAL PLAN - NORTH END

E-200 PHOTOMETRIC CALCULATIONS - ENLARGED INDIVIDUAL ROOMS

E-201 PHOTOMETRIC CALCULATIONS - ENLARGED INDIVIDUAL ROOMS

E-202 PHOTOMETRIC CALCULATIONS - SOUTH END

E-203 PHOTOMETRIC CALCULATIONS - CENTER

E-204 PHOTOMETRIC CALCULATIONS - NORTH END

E-205 EMERGENCY PHOTOMETRIC CALCULATIONS

E-206 EMERGENCY PHOTOMETRIC CALCULATIONS - SOUTH END

E-207 EMERGENCY PHOTOMETRIC CALCULATIONS - CENTER

E-208 EMERGENCY PHOTOMETRIC CALCULATIONS - NORTH END

E-401 ENLARGED PLANS - TOILET ROOMS 2

E-402 ENLARGED PLANS - TOILET ROOMS 1 AND 3

E-403 ENLARGED PLANS - MISCELLANEOUS ROOMS

E-501 DETAILS

E-601 ELECTRICAL SCHEDULES

E-602 ELECTRICAL SCHEDULES

E-603 ELECTRICAL SCHEDULES

E-604 ELECTRICAL SCHEDULES

FIRE PROTECTION

FP-001 FIRE PROTECTION SYMBOL LIST & GENERAL NOTES

FPS-101 FIRE SERVICE - SITE PLAN

FPS-102 SITE DETAILS

FPD-101 PARTIAL FIRE PROTECTION REMOVAL PLAN – SOUTH END

FPD-102 PARTIAL FIRE PROTECTION REMOVAL PLAN – SOUTH END

FPD-103 PARTIAL FIRE PROTECTION REMOVAL PLAN – NORTH END

FPD-104 PARTIAL FIRE PROTECTION REMOVAL PLAN – NORTH END

FP-101 FIRE PROTECTION PLAN - SOUTH

FP-102 FIRE PROTECTION PLAN - CENTER

FP-103 FIRE PROTECTION PLAN - NORTH

FP-104 FIRE PROTECTION PIT PLAN

FP-105 FIRE PROTECTION MEZZANINE PLAN

FP-106 FIRE PROTECTION SECOND FLOOR PLAN

FP-201 FIRE PROTECTION PHASING PLAN 1-3

FP-202 FIRE PROTECTION PHASING PLAN 4-6

FP-203 FIRE PROTECTION PHASING PLAN 7-9

FP-204 FIRE PROTECTION PHASING PLAN 10 AND 11

FP-205 FIRE PROTECTION PHASING PLAN 12-13

FP-401 FIRE PROTECTION NORTH FIRE PUMP ROOM

FP-402 FIRE PROTECTION SOUTH FIRE PUMP ROOM

FP-403 FIRE PROTECTION SECTIONS 1 OF 2

FP-404 FIRE PROTECTION SECTIONS 2 OF 2

FP-501 FIRE PROTECTION DETAILS 1 OF 2

FP-502 FIRE PROTECTION DETAILS 2 OF 2

DRAWING LIST

GENERAL

G-001 COVER SHEET

SITE

L-101 SITE PLAN, REPAIR DETAILS

ABATEMENT

HA-101 ABATEMENT KEY PLAN, NOTES, AND SCHEDULES

HA-201 ABATEMENT ELEV - SOUTH

HA-401 ABATEMENT PLANS - TLT ROOM 2

ARCHITECTURAL INFORMATION

A-001 GENERAL INFORMATION

A-002 GENERAL INFORMATION (CONT), WALL TYPES

A-003 BUILDING 110 REGULATORY PLAN - SOUTH END

A-004 BUILDING 110 REGULATORY PLAN - CENTER

A-005 BUILDING 110 REGULATORY PLAN - NORTH END

A-006 ATFP SITE PLAN

A-007 PHASING AND ASBESTOS & PAINT PLANS

ARCHITECTURAL DEMOLITION

AD-101 DEMO KEY PLAN, GENERAL DEMO NOTES

AD-201 DEMO ELEV - SOUTH

AD-202 DEMO ELEV - NORTH

AD-401 DEMO PLANS - TLT ROOM 1

AD-402 DEMO PLANS - TLT ROOM 2

AD-403 DEMO PLANS - TLT ROOM 2 (CONTINUED)

AD-404 DEMO PLANS - TLT ROOM 3

ARCHITECTURAL

A-101 KEY PLAN

A-102 FLOOR PLAN - SOUTH END

A-103 FLOOR PLAN - CENTER

A-104 FLOOR PLAN - NORTH END

A-105 FLOOR PLAN - PIT, 2ND FLR

A-106 RCP - SOUTH END

A-107 RCP - CENTER

A-108 RCP - NORTH END

A-201 ELEVATION - SOUTH END

A-202 ELEVATION - NORTH END

A-203 DIAGRAMATIC BUILDING SECTIONS

A-204 DIAGRAMATIC BUILDING SECTIONS (CONTINUED)

A-205 TYPICAL EXISTING FINISH CONDITIONS

A-206 TYPICAL EXISTING FINISH CONDITIONS (CONTINUED)

A-401 ENLGD PLANS - TLT ROOM 1

A-402 ENLGD PLANS - TLT ROOM 2

A-403 ENLGD PLANS - TLT ROOM 2 (CONTINUED)

A-404 ENLGD PLANS - TLT ROOM 3

A-451 INTERIOR ELEVATIONS

A-452 INTERIOR ELEVATIONS (CONTINUED)

A-453 INTERIOR ELEVATIONS (CONTINUED)

A-501 WINDOW TYPES

A-502 WINDOW TYPES (CONTINUED)

A-503 WINDOW DETAILS

A-504 WINDOW DETAILS (CONTINUED)

A-551 INTERIOR DETAILS

A-601 SCHEDULE- DOORS, ROOMS, AND DETAILS

MECHANICAL

M-001 MECHANICAL SYMBOL LIST AND SCHEDULES

MD-401 ENLARGED REMOVAL PLANS - TOILET ROOM 2

MD-402 ENLARGED REMOVAL PLANS - TOILET ROOMS 1 AND 3

M-401 ENLARGED PLANS - TOILET ROOM 2

M-402 ENLARGED PLANS - TOILET ROOMS 1 AND 3

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-801 TEMPERATURE CONTROL DIAGRAMS

PLUMBING

P-001 PLUMBING SYMBOLS LIST AND SCHEDULES

PD-401 ENLARGED REMOVAL PLANS - TOILET ROOM 2

PD-402 ENLARGED REMOVAL PLANS-TOILET ROOMS 1 AND 3

P-401 ENLARGED PLANS - TOILET ROOM 2

P-402 ENLARGED PLANS - TOILET ROOMS 1 AND 3

P-403 PARTIAL PLUMBING PLAN - NORTH END

REPAIR FACILITIES DEFICIENCIES

BUILDING 110

WATERVLIET ARSENAL

WATERVLIET, NY 12189

JULY 31, 2019

W912DS-14-D-0002-0016

PROJECT SITE

SITE ENTRY

ACCESS

ROUTES

MEET & MATCH EXISTING

PAVEMENT GRADES

EXISTING ASPHALT

COURSES

ASPHALT PAVEMENT.

SEE DETAIL AT RIGHT

FOR TYPICAL COURSES

SAWCUT EXISTING ASPHALT PAVEMENT.

APPLY ASPHALT TACK COAT ON ALL

VERTICAL SURFACES. SEAL JOINT WITH

RUBBERIZED ASPHALT SEALER TO 2" EACH

SIDE OF JOINT.

EXISTING SUBBASE

COMPACTED SUBGRADE

NYSDOT TYPE 2

COMPACTED SUBBASE

1'-0" MIN.

EXIST. GR. FIN. GR.

NYSDOT TYPE 7 ASPHALT SURFACE COURSE

NYSDOT TYPE 3 ASPHALT BINDER COURSE

NYSDOT TYPE 1 ASPHALT BASE COURSE

COMPACTED SUBGRADE

GEOTEXTILE SEPARATION

FABRIC

EDGE OF

PAVEMENT PER

PLAN

NYSDOT TYPE 2

SUBBASE MATERIAL

1 / 2

'-0

2"2" 2"1"

1'-2"

4" 3"

FIN. GR.

NOTE:

APPLY TACK COAT

BETWEEN BASE AND

BINDER COURSES AND

BETWEEN BINDER AND

SURFACE COURSES IF

SUBJECT TO TRAFFIC

BETWEEN

INSTALLATION OF

COURSES

EXISTING STONE

EMBANKMENT

E X

G R O A D W A Y

EXISTING ACCESS ROAD

EXISTING PARKING

EXISTING

PARKING

EXISTING

PARKINGE

N G R O A D W A Y

PROPOSED WATER

SERVICE CONNECTION

PIPING LOCATION SEE

FPS-101

FOR REPAIR DETAIL

/SEEC3 L-101

WATER SERVICE CONNECTION

AND PIV AND BOLLARDS.

SEE FPS-101

AREA AVAILABLE FOR

STAGING, STORAGE OR

TRAILERS

POTENTIAL TRAILER

LOCATION (SEE A-007)

POTENTIAL TRAILER

LOCATION (SEE A-007)

ASPHALT PAVEMENT

TYPICAL COURSES

ASPHALT PAVEMENT

REPAIR (SAWCUT)

P R

O J E

C T

N O

R T

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

Q P

K D

E S

O U

T H

S A

A S

T R

E E

T S

Y R

A C

U S

E N

E W

Y O

R K

US Army Corps of Engineers

1 2 3 54

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N E

W Y

O R

K D

T S

O L

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

L O

T D

A T

C O

N T

R A

C T

N O

D S

-1

-D -0

-0

E P

F A

S D

E F

N C

W A

T E

R V

T A

R S

E N

A L

F Y

E R

V L

M A

R K

D E

S C

N D

A T

E A

P P

A S

T E

A M

L-101

D e s ig n e r

C h e c k e r A u th o r

E P

L A

N R

E P

D E

T A

SCALE: 1" = 60'-0"

SITE PLAN

SCALE: 1" = 1'-0"

DETAIL - ASPHALT REPAIR

BAY

2345678910111213141516171819202122

232425

262728

293031

3233343536373839404142434445464748495051525354555657585960616263646566676869

HM-201 A1

HA-401

HA-201

HA-401

UPPER

LEVEL

LOWER

LEVEL

JEC

N O

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

Q P

K D

E S

S O

S A

A S

E T

S Y

R A

C U

S E

, N E

W Y

O R

US Army Corps of Engineers

1 2 3 54

N N

D W

N B

N U

D B

T D

C O

N O

2D S

-1 4-

D -0

R E

P A

A C

D E

S B

R V

T A

R S

E N

A L

W A

E T, N Y

K D

N D

S U

5/ 8/

P M

HA-101

D es ig ne r

S, A

N D

S C

SCALE:A1 ASBESTOS ABATEMENT KEY PLAN

GENERAL ASBESTOS ABATEMENT NOTES

NUMBER NOTE

1 PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL RULES, REGULATIONS, AND GUIDELINES, VARIANCES, AND THE PROJECT DOCUMENTS.

2 AN ASBESTOS SURVEY REPORT WAS PREPARED FOR THE PROJECT AND IS AVAILABLE WITH THE PROJECT DOCUMENTS. REFERENCE THE ASBESTOS SURVEY REPORT (ATL REPORT NO. AT5536AI-01-03-19, DATED MARCH 14, 2019) FOR DETAILS

PERTAINING TO SAMPLING AND ANALYSIS OF SUSPECT ASBESTOS-CONTAINING MATERIALS.

3 REFERENCE SECTION 028213.0010 OF THE PROJECT SPECIFICATIONS FOR REQUIREMENTS PERTAINING TO THE ABATEMENT OF ASBESTOS-CONTAINING MATERIALS.

4 IDENTIFIED ASBESTOS-CONTAINING MATERIALS IN THE AREAS OF SCHEDULED WORK WILL REQUIRE ABATEMENT PRIOR TO PERFORMANCE OF OTHER WORK. REFERENCE TABLE HA-01 OF THIS SHEET FOR A SUMMARY OF THE IDENTIFIED

ASBESTOS-CONTAINING MATERIALS IN THE AREAS OF WORK. THE ABATEMENT PLANS PROVIDE ADDITIONAL DESCRIPTION OF AREAS WHERE ABATEMENT OF THESE MATERIALS IS REQUIRED.

5 IDENTIFIED MATERIALS WITH TRACE ASBESTOS (I.E., LESS THAN 1% ASBESTOS BY WEIGHT) DO NOT REQUIRE ABATEMENT PER 12 NYCRR PART 56 REQUIREMENTS, BUT MUST BE MANAGED PURSUANT TO OSHA 29 CFR 1926.1101. PERFORM

WORK ACTIVITIES AFFECTING MATERIALS WITH TARCE ASBESTOS IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF OSHA 29 CFR 1926.1101. REFERENCE TABLE HA-02 OF THIS SHEET FOR A SUMMARY OF IDENTIFIED MATERIALS WITH

TRACE ASBESTOS.

6 ALL MATERIALS AND MEASUREMENTS AND/OR QUANTITIES AND LOCATIONS ARE APPROXIMATE. INFORMATION PROVIDED ON DRAWINGS IS FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES AND LOCATIONS

OF ASBESTOS-CONTAINING MATERIALS PRIOR TO WORK.

7 COORDINATE ALL ABATEMENT AND REMOVALS OF ASBESTOS-CONTAINING MATERIALS WITH SCHEDULED RENOVATIONS AND DEMOLITION. FOR AFFECTED SECTIONS OF THE BUILDING, PERFORM WORK TO INCLUDE ABATEMENT OF THE

ASBESTOS-CONTAINING MATERIALS PRIOR TO OTHER SCHEDULED WORK.

8 PERFORM ABATEMENT WORK WITHOUT DAMAGE TO OR CONTAMINATION OF ADJACENT AREAS. WHERE SUCH AREAS ARE CONTAMINATED, SPECIFIED PROCEDURES FOR CONTAINMENT MUST BE FOLLOWED, AND CONTAMINATION MUST BE CLEANED UP. WHERE ADJACENT AREAS ARE DAMAGED, RESTORATION MUST BE TO ORIGINAL CONDITION.

9 PERFORM ALL WORK IN SUCH A MANNER AS TO MINIMIZE THE RISK OF EXPOSURE TO PERSONNEL, TO PREVENT EXPOSURE TO THE PUBLIC, AND TO MINIMIZE THE RISK OF RELEASE OF HAZARDOUS MATERIALS TO THE ENVIRONMENT.

10 MAINTAIN THE WORK AREA(S) IN A CLEAN AND SAFE CONDITION. ENSURE THAT UNAUTHORIZED VISITORS DO NOT ENTER AN ACTIVE WORK AREA AT ANY TIME.

11 THE LOCATION OF ANY SITE STORAGE OF MATERIALS, EQUIPMENT, AND WASTE TRAILER/DUMPSTER MUST BE WITHIN AN AREA APPROVED BY THE CONTRACTING OFFICER.

12 THE PROVISIONS OF ANY SITE-SPECIFIC VARIANCE OBTAINED BY THE CONTRACTOR MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION.

SCALE: NO SCALEC1 GENERAL ASBESTOS ABATEMENT NOTES

SCALE: NO SCALEC4 IDENTIFIED MATERIALS WITH TRACE ASBESTOS

TABLE HA-02: IDENTIFIED MATERIALS WITH TRACE ASBESTOS

DESCRIPTION OF MATERIAL LOCATION

WHITE WINDOW GLAZING ASSOCIATED WITH WOODEN

WINDOWS AND MULLIONS NORTH FACADE

OFF-WHITE WINDOW GLAZING PATCH ASSOCIATED

WITH WOODEN WINDOWS AND MULLIONS NORTH FACADE

SCALE: NO SCALED4 ASBESTOS ABATEMENT SCHEDULE

TABLE HA-01: ASBESTOS ABATEMENT SCHEDULE

DRAWING

NOTE ID LOCATION

01-A WINDOWS ON SOUTH END

02-A ROOM NOS. 112, 113, 113B, 161, AND 162

TYPE OF ACM

LIGHT GRAY WINDOW GLAZING, OFF-WHITE

INTERIOR WINDOW GLAZING, AND WHITE

WINDOW OVERLAP CAULK

WHITE 12- BY 12-INCH MOTTLED FLOOR TILE

AND ASSOCIATED BLACK MASTIC

ESTIMATED

QUANITITY

450 SQUARE

FEET

985 SQUARE

FEET

OSHA WORK

CATEGORY

CLASS II

03-A ROOM NO. 112POTENTIAL THERMAL SYSTEM INSULATION IN

WALL CHASE

160 SQUARE

FEET CLASS I

TO EXG SLAB

EXISTING BRICK

MASONRY

EXISTING BRICK

MASONRY

EXISTING COILING

DOOR TO REMAIN

EXISTING COILING DOOR

TO REMAIN

EXISTING BRICK

PIER

EXISTING BRICK

MASONRY

EXISTING STEEL CHANNEL;

PAINT TO MATCH WINDOW

FRAMES

EXISTING STEEL CHANNEL;

PAINT TO MATCH WINDOW

FRAMES

01-A

01-A 01-A

01-A

TO EXG SLAB

01-A 01-A

01-A

5/ 8/

P M

HA-201

D es ig ne r

SCALE:A1 ASBESTOS ABATEMENT ELEVATION - SOUTH

KEYED ABATEMENT NOTES

NUMBER COMMENT

01-A REMOVE AND DISPOSE OF ASBESTOS-CONTAINING INTERIOR AND

EXTERIOR GLAZING AND OVERLAP CAULK FOR THE WINDOW UNITS

SHOWN.

SCALE: NO SCALEB1 KEYED ABATEMENT NOTES

ASBESTOS ABATEMENT ELEVATION - WEST

SCALE:C1 (AT SOUTH BUILDING END)

JEC

N O

Q P

K D

E S

S O

S A

A S

E T

S Y

R A

C U

S E

, N E

W Y

O R

US Army Corps of Engineers

Y O

R K

N O

D W

N B

N U

D B

T D

C O

N O

2D S

-1 4-

D -0

R E

P A

A C

D E

S B

R V

T A

R S

E N

A L

W A

E T, N Y

K D

N D

S U

343536

MEN

WOMEN

02-A

EXISTING

WALL TILE

EXISTING

PAINTED GWB

EXISTING

WALL TILE

EXISTING

PAINTED GWB

02-A

03-A

BAY

343536

MEN'S LOCKERS

WOMEN'S LOCKERS

EXISTING LOCKERS TO

REMAIN (TYPICAL)

EXISTING

LOCKERS TO

REMAIN (TYPICAL)

SALVAGE EXISTING

WOOD BENCHES

AND PEDESTALS

FOR REINSTALL

(TYPICAL)

SALVAGE EXISTING

WOOD BENCHES

AND PEDESTALS

FOR REINSTALL

(TYPICAL)

SALVAGE EXISTING WOOD

BENCHES AND PEDESTALS

FOR REINSTALL (TYPICAL)

02-A 02-A 02-A

02-A

5/ 8/

P M

HA-401

D es ig ne r

R O

O M

SCALE:A1 ASBESTOS ABATEMENT PLAN - TOILET ROOM 2 FIRST FLOOR

KEYED ABATEMENT NOTES

NUMBER COMMENT

02-A REMOVE AND DISPOSE OF ASBESTOS-CONTAINING 12- BY 12-INCH

FLOOR TILE AND ASSOCIATED MASTIC. REMOVE AND CLEAN WOOD

BENCHES AND PEDESTALS, AS NECESSARY TO PROVIDE FULL

ABATEMENT OF FLOOR MATERIALS. BENCHES AND PEDESTALS ARE

TO BE SALVAGED FOR REINSTALL, AS INDICATED.

03-A PROVIDE ASBESTOS ABATEMENT CONTAINMENT TO PERFORM

PARTIAL DEMOLITION OF NON-ASBESTOS-CONTAINING MASONRY

WALL. IF ASBESTOS-CONTAINING THERMAL SYSTEM INSULATION IS

PRESENT WITHIN WALL CHASE, PERFORM REMOVAL AND DISPOSAL

THROUGHOUT (AND ANY DEBRIS THAT MAY BE PRESENT).

SCALE: NO SCALEA5 KEYED ABATEMENT NOTES

JEC

N O

Q P

K D

E S

S O

S A

A S

E T

S Y

R A

C U

S E

, N E

W Y

O R

US Army Corps of Engineers

Y O

R K

N O

D W

N B

N U

D B

T D

C O

N O

2D S

-1 4-

D -0

R E

P A

A C

D E

S B

R V

T A

R S

E N

A L

W A

E T, N Y

K D

N D

S U

SCALE:C1 ASBESTOS ABATEMENT PLAN - TOILET ROOM 2 UPPER LEVEL

PROJECT

NORTH

Q P K D E S I G N

ARCHITECTURE

ENGINEERING

SITE & PLANNING

450 SO. SALINA ST. PO BOX 29

SYRACUSE, NEW YORK 13021-0029

TEL 315.472.7806 FAX 315.472.7800

I T I S A V I O L A T I O N O F T H E L A W F O R A N Y P E R S O N , U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D A R C H I T E C T , T O A L T E R T H I S D O C U M E N T I N A N Y W A Y . I F A L T E R E D , T H E A L T E R I N G A R C H I T E C T S H A L L A F F I X T H E I R S E A L A N D T H E N O T A T I O N ' A L T E R E D B Y ' F O L L O W E D B Y T H E I R S I G N A T U R E A N D T H E D A T E O F S U C H A L T E R A T I O N , A N D A S P E C I F I C D E S C R I P T I O N O F T H E A L T E R A T I O N

S H E E T T I T L E

D A T E

P R O J E C T N U M

OT F

O R C

CTIO

2 3 4 5 6 7

1 2 3 4 5 6 7

Enter address here

FLOOR PLAN-

AREA 1

A-102

XX/XX/XX

Project Number

Owner

Project Name

R E V I S I O N S

A-001

A-101

6 A

3 B

2' - 2"

NOMINAL FACE

OF MASONRY

WALL

FINISHED

FACE OF

NON

MASONRY

WALL

7' - 4" 4' - 8"

1 A

FOR DOOR OPENING

INFORMATION SEE

DOOR SCHEDULE

1' A B

FROM PLAN

NOMINAL DIM

FROM PLAN

NOMINAL OPENING

1/2 JT. WIDTH .

ACTUAL FACE

OF MASONRY

NOMINAL

DIMENSION

FROM PLAN

N O

FACE OF

FINISHED

SURFACE

S E

E P

L A

N A

ROOM NAME DESIGNATION

ROOM NUMBER DESIGNATION (IF PRESENT)

ROOM AREA DESIGNATION (IF PRESENT)

PARTITION TYPE DESIGNATION. SEE

PARTITION LEGEND

DOOR NUMBER DESIGNATION

SPECIAL NOTATION (e.g. DEMO NOTE)

W1 WINDOW TYPE DESIGNATION

1T ACCESSORY ITEM- SEE ACCESSORY

SCHEDULE

DATUM POINT OR WORK POINT

BUILDING SECTION

WALL SECTION

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED

EXTENT OF SECTION

A-XXX

A2 B1

DETAIL NUMBERS

SHEET NUMBER WHERE

DETAIL IS LOCATED

ELEVATIONS

REVISION NOTE

REVISION NUMBER

EXTENT OF REVISION

A1 A2 A3 A4 A5 A6 A7

B1 B2 B3 B4 B5 B6 B7

C1 C2 C3 C4 C5 C6 C7

D1 D2 D3 D4 D5 D6 D7

E1 E2 E3 E4 E5 E6 E7

F1 F2 F3 F4 F5 F6 F7

DETAIL NUMBER DETAIL SCALE

DETAIL NAME

DETAIL NUMBER

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

AXX

View Name

ROOM NAME

00000

1500 SF

DETAIL SECTION

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED

EXTENT OF SECTION

PLAN DETAIL

DETAIL

NUMBER

SHEET NUMBER

WHERE DETAIL

IS LOCATED

EXTENT

OF DETAIL(TYPICAL)

NNNL

A-XXX

EXISTING SURFACES

REMOVAL OF EXISTING

FINISHED SURFACES- NEW

GRAVEL / STONE

CONCRETE - CAST

IN PLACE

CONCRETE

MASONRY UNIT

BRICK

CONCRETE -

PRECAST

STONE

SAND / MORTAR

GYPSUM

WALLBOARD

ALUMINUM

STEEL

RIGID INSULATION

QUARRY TILE

P LAM OVER

SUBSTRATE

WOOD - FINISHED

PLYWOOD

ACOUSTIC TILE

CARPET

EARTH

BATT INSULATION WOOD

BLOCKING

REINFORCING -

WWF

ELEV. SECTION

F R

O M

E L E

V A

ACTUAL FACE

OF MASONRY

TOP OF

MASONRY UNIT

BEYOND

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

Q P

K D

E S

O U

T H

S A

A S

T R

E E

T S

Y R

A C

U S

E N

E W

Y O

R K

US Army Corps of Engineers

1 2 3 54

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N E

W Y

O R

K D

T S

O L

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

L O

T D

A T

C O

N T

R A

C T

N O

D S

-1

-D -0

-0

E P

F A

S D

E F

N C

W A

T E

R V

T A

R S

E N

A L

F Y

E R

V L

M A

R K

D E

S C

N D

A T

E A

P P

A S

T E

A M

A-001

D e s ig n e r

C h e c k e r A u th o r

G E

N E

R A

L I N

F O

R M

A T

LEGEND-(LIST)-ABBREVIATIONS

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VP VENEER PLASTER

VR VAPOR RETARDER

VT VINYL TILE

VWC VINYL WALLCOVERING

W WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDW WINDOW

WGL WIRED GLASS

WP WATERPROOFING

WPT WORKPOINT

WS WEATHERSTRIP

WWF WELDED WIRE FABRIC

LEGEND-(LIST)-ABBREVIATIONS

PBD PARTICLE BOARD

PCT PORCELAIN CERAMIC TILE

PERIM PERIMETER

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

PNTD PAINTED

PR PAIR

PREFAB PREFABRICAT(D)

PT PRESSURE TREATED

PTD PAPER TOWER DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

(PLASTIC)

PVG PAVING

QT QUARRY TILE

QTY QUANTITY

R RADIUS/RISER

R RESILIENT

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIDGERATOR

REINF REINFORCE(D)

REQ'D REQUIRED

RESIL C RESILIENT CHANNEL

RET RETURN

REV REVISION

RM ROOM

RO ROUGH OPENING

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FEET

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SLNT SEALANT

SND SANITARY NAPKIN

DISPENSER

SNDU SANITARY NAPKIN DISPOSAL

UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SSM SOLID SURFACE MATERIAL

SST STAINLESS STEEL

STC SOUND TRANSMISSION

CLASS

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PLATE STEEL PLATE

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SVT SHEET VINYL FLOORING

SYMM SYMMETRICAL

T TREAD

T&G TONGUE AND GROOVE

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TERM TERMINAL

THK THICKNESS

THRES THRESHOLD

TK BD TACKBOARD

TMPD TEMPERED

TO TOP OF

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSOM, TRANSPARENT

TYP TYPICAL

UC UNDERCUT

UL UNDERWRITER'S LABATORY

(TEST)

UNO UNLESS NOTED OTHERWISE

UR URINAL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

LEGEND-(LIST)-ABBREVIATIONS

FEC FIRE EXTINGUISHER CABINET

FH FIRE HYDRANT

FIN FINISH(ED)

FIXT FIXTURE

FLASH FLASHING

FLG FLOORING

FLR FLOOR

FM FACTORY MUTUAL

FO FACE OF

FOF FACE OF FINISH

FOS FACE OF STUD

FP FIREPROOFING

FR FRAME

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC/PANEL

FRTW FIRE RETARDANT TREATED

WOOD

FT FOOT/FEET

FTG FOOTING

FURG FURRING

FURN FURNISHED/FURNITURE

FWC FABRIC WALL COVERING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GCT GLAZED CERAMIC TILE

GL GLASS/GLAZING

GWB GYPSUM WALLBOARD

GYP GYPSUM

HC HOLLOW CORE

HCP HANDICAPPED

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC HEATING/VENTILATING/AIR

CONDITIONING

ID INSIDE DIAMETER

INCL INCLUDE(D)(-ING)

INSUL INSULATE(D)(-ION)(-ING)

INT INTERIOR

INV INVERT

JAN JANITOR

JT JOINT

LAM LAMINATE(D)

LAV LAVATORY

LF LINEAR FEET

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT GA LIGHT GAUGE

LTG LIGHTING

LVR LOUVER

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MKR BD MARKER BOARD

MLDG MOULDING

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTL METAL

MULL MULLION

NA NOT APPLICABLE

NAT NATURAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

LEGEND-(LIST)-ABBREVIATIONS

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACC ACCESIBLE

ACS PNL ACCESS PANEL

ADDM ADDENDUM

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHR ANCHOR(AGE)

ALT ALTERNATE

ALUM ALUMINUM

ANN PNL ANNUNCIATOR PANEL

ANOD ANODIZED

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASB ASBESTOS

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

BD BOARD

BEV BEVELED

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM, BENCHMARK

BOT OF BOTTOM OF

BRG BEARING

BSMT BASEMENT

BUR BUILT-UP ROOF

CAB CABINET

CEM CEMENT

CH BD CHALKBOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CLG CEILING

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMPST COMPOSITE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPRS FL COMPRESSIBLE FILLER

CPT CARPET

CR CARD READER

CRS COLD ROLLED STEEL

CT CERAMIC TILE

D DEPTH

DET DETAIL

DF DRINKING FOUNTAIN

DFLCT DEFLECTION

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DMPF DAMPPROOFING

DR DOOR

DWG DRAWING

EA EACH

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMHO ELECTROMAGNETIC HOLD

OPEN

ENTR ENTRANCE

EP ELECTRIC PANEL

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED, EXPANSION

EXT EXTERIOR

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

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

DIMENSIONING GUIDE PLAN

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

DIMENSIONING GUIDE DETAIL

DIMENSIONING LEGEND NOTES

NUMBER DIM LEGEND NOTE

1 MASONRY PLAN DIMENSIONS AT SCALES NOT SHOWING INDIVIDUAL MODULES ARE TO NOMINAL FACE OF MASONRY

2 NON MASONRY DIMENSIONS ARE TO FINISHED FACE OF MATERIAL UNLESS NOTED OTHERWISE

3 MASONRY ON DRAWINGS SHOWN WITH INDIVIDUAL MODULAR UNITS ARE DIMENSIONED TO ACUTAL SIZE, AND WHERE SHOWN INCLUDE

REFERENCES TO MODULAR DIMESIONS.

4 MASONRY COURSING LINES IN ELEVATON REPRESENT NOMINAL DIMENSIONS. VERTICAL JOINTS ARE DIMENSIONSED TO CENTERLINE OF JOINT. HORIZONTAL JOINTS ARE DIMENSIONSED TO TOP OF MASONRY IN ELEVATION AND IN SECTION.

5 DIMENSIONS ARE FROM STRUCTURAL COLUMN CENTERLINES, UNO.

6 AT INTERSECTION OF DIFFERENT PARTITION TYPES, CONTINUE PARTITION OF GREATER FIRE RATING THROUGH UNTERSECTION UNO.

7 REFER TO PARTITION SCHEDULE FOR PARTITION THICKNESS AND HEIGHT.

8 NON-ARCHITECTURAL DISCIPLINE INFORMATION IF SHOWN IS FOR REFERENCE ONLY. OBJECTS AND INFORMATION SHOWN MAY NOT BE

ALL INCLUSIVE. REFER TO APPROPRIATE DISCIPLINE FOR INFORMATION.

9 REFER TO WORKPOINTS WHERE SHOWN FOR ELEMENTS PLACED ON NON-PARALLEL OR NON-PARALLEL RELATIONSHIPS. WORKPOINTS MAY ALSO BE SHOWN AS LAYOUT STARTING POINTS IN ORDER TO MAINTAIN CORRECT RELATIONSHIPS BETWEEN ELEMENTS.

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

GRAPHIC KEY

SCALE: NO SCALE

ABBREVIATIONS

SCALE: NO SCALE

MATERIALS LEGEND

SCALE: 1" = 1'-0"

DIMENSIONING GUIDE SECTION / ELEV

SCALE: NO SCALE

DIMENSIONING GUIDE NOTES

EXTEND ALL MATERIALS

TO UNDERSIDE OF

DECK/SLAB

EXTEND GB MATERIAL

ABOVE CLG & BRACE

STUDS AT STRUCT ABOVE,

AS REQD.

AT INSULATED WALLS

PROVIDE 2-1/2" BATT

INSULATION MIN 24" TO EA

SIDE OF WALL.

CLG

24" MIN 24" MIN

CLG 6"

EXTEND GB MATERIAL

ABOVE CLG & BRACE

STUDS AT STRUCT ABOVE,

AS REQD TO PROVIDE

STABILITY

CLG 6"

STOP GB ABOVE CLG ONE

SIDE; EXTEND ALL OTHER

MATERIALS TO

UNDERSIDE OF

DECK/SLAB

CLG 6"

LOW WALL, SEE

DWGS FOR HT

CLG

BULKHEAD

CONDITIONS VARY-

SEE DWGS FOR

DETAILS. BRACE

STUDS AT STRUCT

ABOVE, AS REQD TO

PROVIDE STABILITY

CLG 6"

BULKHEAD

CONDITIONS VARY-

SEE DWGS FOR

DETAILS. BRACE

STUDS AT STRUCT

ABOVE, AS REQD TO

PROVIDE STABILITY

CLG 6"

CLG

CONSTRUCTION TYPES :

HEIGHT TYPES :

ADDITIONAL RELATED NOTES: SEE "GENERAL NOTES"

SEE SPECIFIC NOTES ON PLANS AND

DETAILS; SEE SPECIFICATIONS

TEST DESIGNATIONS : UL= UNDERWRITERS LABORATORIES

OSU= OHIO STATE UNIVERSITY

UC= UNIVERSITY OF CALIFORNIA

ALPHABET SUFFIX DESIGNATES

PARTITION HEIGHT NOTED BELOW

NUMERAL PREFIX

DESIGNATES PARTITION

CONSTRUCTION NOTED

ABOVE

IN CASES WHERE NO

CEILING EXISTS ON

THIS SIDE; EXTEND

GWB TO UNDERSIDE OF

ROOF

3-5/8" METAL STUDS- 20 GAUGE

AT 16" O.C.

5/8" GWB- TYPE X

TYPE 1

RATING = ---

TEST = ---

STC = ---

3-5/8" METAL STUDS- 20 GAUGE

AT 16" O.C.

3-5/8" METAL STUDS- 20 GAUGE

AT 16" O.C.

5/8" GWB- TYPE X EACH SIDE

TYPE 2

4 7/8"

NOTES:

1. PROVIDE TILE BACKER BOARD IN LIEU OF GWB IN ALL LOCATIONS WHERE TILE FINISH IS SCHEDULED

2. PROVIDE MOISTURE RESISTANT GWB IN ALL TOILET ROOM AREAS WHERE TILE FINISH IS NOT SCHEDULED

4 1/4"

RATING=1 HR

TEST= UL419

STC=49

9 5/8"

10" CONCRETE MASONRY UNIT

TYPE 2

RATING = 2 HR

TEST = UL-U905

STC = ---

(SEE TILE BACKER NOTE BELOW)

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

Q P

K D

E S

O U

T H

S A

A S

T R

E E

T S

Y R

A C

U S

E N

E W

Y O

R K

US Army Corps of Engineers

1 2 3 54

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N E

W Y

O R

K D

T S

O L

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

L O

T D

A T

C O

N T

R A

C T

N O

D S

-1

-D -0

-0

E P

F A

S D

E F

N C

W A

T E

R V

T A

R S

E N

A L

F Y

E R

V L

M A

R K

D E

S C

N D

A T

E A

P P

A S

T E

A M

A-002

D e s ig n e r

C h e c k e r A u th o r

G E

N E

R A

L I N

F O

R M

A T

(C O

N T

A L L T

Y P

E S

GENERAL NOTES-ARCHITECTURE

NUMBER GENERAL NOTES

1 SEE "REGULATORY PLAN" FOR REGULATORY INFORMATION AND UL ASSEMBLY DESIGNATIONS FOR FIRE RATED STEEL STRUCTURE AND FLOOR

ASSEMBLIES.

2 ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND ACCEPTED INDUSTRY STANDARDS.

3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND ESTABLISHING THE COMPATIBILITY OF ALL WORK WITH

THE EXISTING CONDITIONS.

4 SCHEDULE AND SEQUENCING OF WORK SHALL BE COORDINATED WITH CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO THE START OF WORK

5 CONTRACTOR SHALL PATCH ALL SURFACES TO REMAIN THAT ARE AFFECTED BY DEMOLITION OR REMOVAL OF EXISTING EQUIPMENT & CONSTRUCTION. SURFACES SHALL BE FILLED, SANDED SMOOTH & FINISHED TO MATCH ADJACENT SURFACE.

6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION AND CONTINUOUS MAINTENANCE OF ALL WORK FROM DAMAGE AND SHALL PROTECT THE OWNERS' PROPERTY FROM DAMAGE OR LOSS BY DUST, DIRT, WATER, THEFT, FIRE OR ANY OTHER PHYSICAL DAMAGE IN

CONNECTION WITH THE WORK.

7 MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE, AND PROTECT FROM DAMAGE DURING ALL RENOVATION WORK. GENERAL CONTRACTOR SHALL COORDINATE CONSTRUCTION AROUND EXISTING EQUIPMENT, CONDUIT CABLING, ETC. WITH COR AS REQUIRED TO MAINTAIN

CONTINUOUS OPERATION.

8 CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL EQUIPMENT TO BE INSTALLED WITH EXISTING MECHANICAL AND ELECTRICAL WORK TO

REMAIN IN PLACE.

9 ALL PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH UL/FM APPROVED MATERIAL, ASSEMBLIES, AND PROCEDURES.

10 DRAWINGS SHALL NOT BE SCALED AS A BASIS FOR ESTABLISHING DIMENSIONS OR OTHER INFORMATION.

11 SEE ADDITIONAL PAINT WORK NOTES.

SCALE: NO SCALE

GENERAL NOTES - ARCHITECTURE

SCALE: NO SCALE

WALL TYPES, HEIGHTS

E- 1

E- 2

E- 3

SYMBOL KEY:

EXIT LIGHT

FIRE EXTINGUISHER

EYE WASH

464748495051525354555657585960616263646566676869

BAY

FEFE

M A

T C

H L

F-1F-1

S-2

S-2S-2

INCIDENTAL USE

BAY

2345678910111213141516171819202122

232425

262728

293031

3233343536373839404142434445464748495051525354555657585960616263646566676869

E- 1

TRAVEL DISTANCE

LINE TO EXIT

TRAVEL DISTANCE

PATH- SEE SCHEDULE

FOR DISTANCE

NON-RATED

1 HOUR RATED

2 HOUR RATED

3 HOUR RATED

P R

O J E

R T

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

Q P

K D

E S

O U

T H

S A

A S

T R

E E

T S

Y R

A C

U S

E N

E W

Y O

R K

US Army Corps of Engineers

1 2 3 54

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N E

W Y

O R

K D

T S

O L

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

L O

T D

A T

C O

N T

R A

C T

N O

D S

-1

-D -0

-0

E P

F A

S D

E F

N C

W A

T E

R V

T A

R S

E N

A L

F Y

E R

V L

M A

R K

D E

S C

N D

A T

E A

P P

A S

T E

A M

A-003

D e s ig n e r

C h e c k e r A u th o r

B U

E G

U L A

T O

R Y

P L A

S O

U T

H E

N D

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

REGULATORY PLAN - SOUTH END

SCHEDULE-TRAVEL DISTANCE PATHS

PATH LENGTH COMMENTS

1 165'-1"

2 159'-2"

3 72'-2"

4 141'-8"

5 79'-9"

6 108'-5"

7 120'-10"

8 231'-10" DOES NOT COMPLY

9 202'-2" DOES NOT COMPLY

10 96'-5"

SCALE: NO SCALE

TRAVEL DISTANCE SCHEDULE

E- 4

E- 6

232425

262728

293031

3233343536373839404142434445

SYMBOL KEY:

EXIT LIGHT

FIRE EXTINGUISHER

EYE WASH

E- 5

M A

T C

H L

M A

T C

H L

INCIDENTAL USE

S-2

S-2 S-2

OPEN AREA

MEN

WOMEN

114A

114B

138A

MEN

WOMEN

120 121

114C

134 133

130 131 132

139B139A

B B

F-1F-1F-1

S-2 S-2

UNOCCUPIED

BAY

2345678910111213141516171819202122

232425

262728

293031

3233343536373839404142434445464748495051525354555657585960616263646566676869

E- 1

TRAVEL DISTANCE

LINE TO EXIT

TRAVEL DISTANCE

PATH- SEE SCHEDULE

FOR DISTANCE

NON-RATED

1 HOUR RATED

2 HOUR RATED

3 HOUR RATED

BB B

BBB B

S-2

P R

O J E

R T

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

Q P

K D

E S

O U

T H

S A

A S

T R

E E

T S

Y R

A C

U S

E N

E W

Y O

R K

US Army Corps of Engineers

1 2 3 54

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N E

W Y

O R

K D

T S

O L

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

L O

T D

A T

C O

N T

R A

C T

N O

D S

-1

-D -0

-0

E P

F A

S D

E F

N C

W A

T E

R V

T A

R S

E N

A L

F Y

E R

V L

M A

R K

D E

S C

N D

A T

E A

P P

A S

T E

A M

A-004

D e s ig n e r

C h e c k e r A u th o r

B U

E G

U L A

T O

R Y

P L A

C E

N T

E R

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

REGULATORY PLAN - CENTER

SCHEDULE-TRAVEL DISTANCE PATHS

PATH LENGTH COMMENTS

1 165'-1"

2 159'-2"

3 72'-2"

4 141'-8"

5 79'-9"

6 108'-5"

7 120'-10"

8 231'-10" DOES NOT COMPLY

9 202'-2" DOES NOT COMPLY

10 96'-5"

SCALE: NO SCALE

TRAVEL DISTANCE SCHEDULE

SECOND FLOOR SPACE

E- 7 E- 8

E- 9 E- 10

SYMBOL KEY:

EXIT LIGHT

FIRE EXTINGUISHER

EYE WASH

FE FE

EWS EWS

M A

T C

H L

S-2

INCIDENTAL USE

S-2

F-1 F-1

BAY

2345678910111213141516171819202122

232425

262728

293031

3233343536373839404142434445464748495051525354555657585960616263646566676869

E- 1

TRAVEL DISTANCE

LINE TO EXIT

TRAVEL DISTANCE

PATH- SEE SCHEDULE

FOR DISTANCE

BUILDING 110 - BIG GUN SHOP

NOTE: THIS CODE REVIEW WAS CREATED BASED ON EXISTING CONDITIONS. UPON

PROJECT COMPLETION THE BUILDING WILL COMPLY WITH ALL CODE REQUIREMENTS

NOT CURRENTLY SATISFIED.

APPLICABLE CODES & GUIDELINES

IBC 2015, NFPA 101, UFC 3-600-01

ADA & ABA ACCESSIBILITY GUIDELINES

OCCUPANCY CLASSIFICATION - NON-SEPARATED USE

F-1 (MODERATE HAZARD FACTORY INDUSTRIAL)

B (BUSINESS - ACCESSORY OCCUPANCY)

S-2 (STORAGE - ACCESSORY USE)

CONSTRUCTION TYPE

TYPE IIIB (602.3)

FIRE RESISTANCE RATINGS FOR TYPE IIB (TABLE 601)

PRIMARY STRUCTURAL FRAME 0 HOURS

BEARING WALLS - EXTERIOR 0 HOURS

NONBEARING WALLS AND PARTITIONS 0 HOURS

FLOOR CONSTRUCTION 0 HOURS

ROOF CONSTRUCTION 0 HOURS

OCCUPANCY SEPARATION REQUIREMENTS (TABLE 508.4)

F-1 TO B - NO SEPARATION REQUIREMENT - NON-SPRINKLERED

S-2 TO F-1 ACCESSORY USE - NO SEPARATION REQUIRED

AREA LIMITATIONS PER STORY (TABLE 506.2) - EXEMPT

TYPE IIB - NON-SPRINKLERED

12,000 SQUARE FEET / 2 STORY FOR F-1 OCCUPANCY ALLOWED

9,000 SQUARE FEET ADDED PER 75% FRONTAGE INCREASE (506.2)

_ 21,000 SQUARE FEET PER FLOOR ALLOWED _______________________

209,160 SQUARE FEET PER FLOOR ACTUAL GROSS

UNLIMITED AREA AND HEIGHT PERMITTED PER 503.1.1 SPECIAL INDUSTRIAL OCCUPANCIES

MAXIMUM HEIGHT - 55 FEET -EXEMPT PER 503.1.1 SPECIAL INDUSTRIAL OCCUPANCIES

OCCUPANT CAPACITY (IBC TABLE 1004.1.2; NFPA TABLE 7.3.1.2)

FIRST FLOOR

F-1 AREA = 188,881 SF/ 100 SF/ PERSON = 1,889 PERSONS

B AREA = 3,376 SF/ 100 SF/ PERSON = 55 PERSONS

S-2 AREA = 9,532 SF/ 300 SF/ PERSON = 32 PERSONS

SECOND FLOOR

B AREA = 2,127 SF/ 100 SF/ PERSON = 22 PERSONS

S-2 AREA = 756 SF/ 100 SF/ PERSON = 8 PERSONS

EXIT TRAVEL DISTANCE WITHOUT SPRINKLER SYSTEM (IBC TABLE 1017.2; NFPA TABLE 42.2.6) - IN COMPLIANCE

F-1 - 200 FEET

B - 200 FEET

S-2 300 FEET

MEANS OF EGRESS - NOT IN COMPLIANCE

FOUR EXITS PROVIDED (IBC 1006.3.1; NFPA 7.4.1.2); TRAVEL DISTANCE GOVERNS REQUIRING MORE EXIT LOCATIONS:

BUILDING AREAS COMPLY EXCEPT:

EXISTING SECOND FLOOR OFFICE SUITE IS NOT PERMISSIBLE PER NFPA 101 39.2.4.4 BASED ON THE FOLLOWING;

OCCUPANT LOAD: 21 (REQUIRED: < 30) COMPLIES

TRAVEL DISTANCE: (REQUIRED: LESS THAN 100’) DOES NOT COMPLY

EXIT DISCHARGE: (REQUIRED: DIRECT TO OUTSIDE) DOES NOT COMPLY

INTERIOR FINISH REQUIREMENTS - NON-SPRINKLERED (IBC 803.11; NFPA)

INTERIOR EXIT PASSAGE WAYS AND STAIRS - B

INTERIOR ROOMS - C

NOTED DEFICIENCIES:

FACILITY DOES NOT HAVE HANDICAPPED ACCESSIBLE FACILITIES. LOCKER ROOMS AND ACCESSORY OFFICES ARE ON

SECOND FLOORS.

UNOCCUPIED THIRD FLOOR (ROOM 320) APPEARS UNSAFE WITH DAMAGED FLOORS AND LIMITED ACCESS.

NON-RATED

1 HOUR RATED

2 HOUR RATED

3 HOUR RATED

P R

O J E

R T

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

Q P

K D

E S

O U

T H

S A

A S

T R

E E

T S

Y R

A C

U S

E N

E W

Y O

R K

US Army Corps of Engineers

1 2 3 54

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N E

W Y

O R

K D

T S

O L

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

L O

T D

A T

C O

N T

R A

C T

N O

D S

-1

-D -0

-0

E P

F A

S D

E F

N C

W A

T E

R V

T A

R S

E N

A L

F Y

E R

V L

M A

R K

D E

S C

N D

A T

E A

P P

A S

T E

A M

A-005

D e s ig n e r

C h e c k e r A u th o r

B U

E G

U L A

T O

R Y

P L A

N O

R T

H E

N D

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

REGULATORY PLAN - NORTH END

SCHEDULE-TRAVEL DISTANCE PATHS

PATH LENGTH COMMENTS

1 165'-1"

2 159'-2"

3 72'-2"

4 141'-8"

5 79'-9"

6 108'-5"

7 120'-10"

8 231'-10" DOES NOT COMPLY

9 202'-2" DOES NOT COMPLY

10 96'-5"

SCALE: 12" = 1'-0"

CODE COMPLIANCE SUMMARY

SCALE: NO SCALE

TRAVEL DISTANCE SCHEDULE

M E T E R S T A N D O F F

33' (10 METER) STANDOFF

EXISTING STONE

EMBANKMENT

EXISTING PARKING

WINDOWS ON THIS

ELEVATION HAVE BEEN

REPLACED AS PART OF A

PREVIOUS PROJECT PHASE

E X

G R O A D W A Y

EXISTING ACCESS ROAD

E X

TIN

G R O A D W

EXISTING

STORAGE AREA

EXISTING ACCESS ROAD

EXISTING PARKING

EXISTING

PARKING

EXISTING

PARKINGE

N G R O A D W A Y

WINDOWS ON THIS

ELEVATION HAVE BEEN

REPLACED AS PART OF A

PREVIOUS PROJECT PHASE

WINDOWS ON THIS

ELEVATION HAVE BEEN

REPLACED AS PART OF A

PREVIOUS PROJECT PHASE

WINDOWS AND DOORS ON THESE

ELEVATIONS WILL BE REPLACED AS

PART OF THIS PROJECT

WINDOWS AND DOORS ON THIS

ELEVATION WILL BE REPLACED AS

PART OF THIS PROJECT

(1) PAIR OF DOORS WILL BE ADDED

AS PART OF THIS PROJECT

M E T E R S T A N D O F F

82' (25 METER) STANDOFF

M E T E R S T A N D O F F

2' M E T E R S T A N D O F F

P R

O J E

R T

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

Q P

K D

E S

O U

T H

S A

A S

T R

E E

T S

Y R

A C

U S

E N

E W

Y O

R K

US Army Corps of Engineers

1 2 3 54

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N E

W Y

O R

K D

T S

O L

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

L O

T D

A T

C O

N T

R A

C T

N O

D S

-1

-D -0

-0

E P

F A

S D

E F

N C

W A

T E

R V

T A

R S

E N

A L

F Y

E R

V L

M A

R K

D E

S C

N D

A T

E A

P P

A S

T E

A M

A-006

D e s ig n e r

C h e c k e r A u th o r

A T

F P

E P

L A

SCALE: 1" = 60'-0"

ATFP SITE PLAN

2345678910111213141516171819202122

232425

262728

293031

3233343536373839404142434445464748495051525354555657585960616263646566676869

13 *

PROPOSED PHASING:

MAJOR PHASE

MAJOR PHASE IDENTIFIER

POTENTIAL SUB-PHASE

CONTRACTOR "LAY DOWN" AREA

CONTRACTOR "LAY DOWN" AREA IDENTIFIER

OVERHEAD DOOR CONTRACTOR ACCESS

DOUBLE PERSONNEL DOOR CONTRACTOR ACCESS

CONTRACTOR TRAILER OPTION

C D

"A" BAY

"G" BAY

EXACT POSITION TO BE COORDINATED

WITH DPW AND COR.PAVED AREA ADJACENT TO CANTONMENT FENCE AVAILABLE

FOR CONTRACTOR STORAGE UNITS OR TRAILERS.

1. THE INTENT OF THE PHASING PLAN IS TO SET A BASIC APPROACH TO PHASING THE WORK.

VARIATIONS TO THIS PLAN WILL REQUIRE REVIEW AND APPROVAL BY THE COR AND OPERATIONS.

2. LAYDOWN AREAS MAY BE USED FOR THE DURATION OF THE PROJECT.

3. IT'S INTENDED THAT ALL WORK BE COMPLETED WITHIN EACH PHASE PRIOR TO MOVING TO THE

NEXT PHASE TO THE EXTENT IT IS FEASIBLE.

4. EXTERIOR ENVELOPE WORK IS NOT OF A PHASE AND CAN BE SEPARATELY SCHEDULED.

P R

O J E

R T

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

Q P

K D

E S

O U

T H

S A

A S

T R

E E

T S

Y R

A C

U S

E N

E W

Y O

R K

US Army Corps of Engineers

1 2 3 54

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N E

W Y

O R

K D

T S

O L

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

L O

T D

A T

C O

N T

R A

C T

N O

D S

-1

-D -0

-0

E P

F A

S D

E F

N C

W A

T E

R V

T A

R S

E N

A L

F Y

E R

V L

M A

R K

D E

S C

N D

A T

E A

P P

A S

T E

A M

A-007

D e s ig n e r

C h e c k e r A u th o r

P H

A S

A N

D A

S B

E S

T O

P A

P L A

N S

SCALE: 1" = 50'-0"

PHASING PLAN

SCALE: NO SCALE

PROPOSED PHASING LEGEND

NO SCALE SCALE:

PHASING NOTES

2345678910111213141516171819202122

232425

262728

293031

3233343536373839404142434445464748495051525354555657585960616263646566676869

AD-202A1AD-201 A1

AD-402

AD-401

AD-404

AD-201

AD-201 C1

AD-404

P R

O J E

R T

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

Q P

K D

E S

O U

T H

S A

A S

T R

E E

T S

Y R

A C

U S

E N

E W

Y O

R K

US Army Corps of Engineers

1 2 3 54

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N E

W Y

O R

K D

T S

O L

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

L O

T D

A T

C O

N T

R A

C T

N O

D S

-1

-D -0

-0

E P

F A

S D

E F

N C

W A

T E

R V

T A

R S

E N

A L

F Y

E R

V L

M A

R K

D E

S C

N D

A T

E A

P P

A S

T E

A M

AD-101

D e s ig n e r

C h e c k e r A u th o r

D E

M O

K E

Y P

L A

N G

E N

E R

A L

D E

M O

N O

T E

SCALE: 1" = 50'-0"

REMOVALS KEY PLAN

GENERAL REMOVAL NOTES

NUMBER NOTE

1 CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL RECORD ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND FIELD CONDITIONS AND NOTIFY THE CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO PROCEEDING.

2 FACILITY WILL REMAIN OCCUPIED FOR DURATION OF DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL COORDINATE AND SCHEDULE ANY DISRUPTIONS (POWER, ACCESS, PLUMBING, HVAC) OR DELIVERIES DIRECTLY WITH CONTRACTING

OFFICER'S REPRESENTATIVE TO AVOID DISRUPTION TO DAY TO DAY BUSINESS.

3 CONTRACTOR SHALL PRODUCE A PROPOSED WORK SEQUENCE SCHEDULE FOR REVIEW BY CONTRACTING OFFICER'S REPRESENTATIVE.

4 COORDINATE ANY DEVIATIONS FROM WORK SCHEDULE DIRECTLY WITH CONTRACTING OFFICER'S REPRESENTATIVE.

5 -NOT USED-

6 -NOT USED-

7 CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ANY/ALL ADJACENT AREAS AND EQUIPMENT THAT ARE NOT INCLUDED IN THE SCOPE OF WORK FROM DEBRIS, DUST ETC.

8 CONTRACTOR SHALL MAINTAIN A CLEAN JOB SITE; REMOVE CONSTRUCTION DEBRIS FROM ALL AREAS ON A DAILY BASIS UNLESS AGREED TO BY CONTRACTING OFFICER'S REPRESENTATIVE.

9 CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL REMOVED ITEMS IN A LEGAL MANNER.

10 OWNER WILL ALLOCATE SPACE FOR PLACEMENT OF A DUMPSTER; CONTRACTOR SHALL COORDINATE LOADING AND UNLOADING OF DUMPSTER DIRECTLY WITH CONTRACTING OFFICER'S REPRESENTATIVE.

11 CONTRACTOR IS TO BE ALLOWED ACCESS TO ELECTRIC POWER FROM OWNER'S EXISTING SYSTEM FOR USE W/O METERING AND W/O PAYMENT OR USE CHARGES. PROVIDE CONNECTIONS AND EXTENSIONS OF SERVICES AS REQUIRED FOR

CONSTRUCTION OPERATIONS.

12 ASBESTOS ABATEMENT: ASBESTOS CONTAINING MATERIALS SHALL BE REMOVED IN ACCORDANCE WITH EPA STANDARDS.

13 LEAD PAINT ABATEMENT: COMPLY WITH OSHA 1926.62 & EPA REQUIREMENTS.

14 REMOVE EXISTING WIRING & CONDUIT IN WALLS NOTED TO BE REMOVED. TERMINATE ALL WIRING & CONDUIT IN NEXT NEAREST JUNCTION BOX IN A MANNER COMPLIANT WITH INTERNATIONAL ELECTRICAL CODE

15 REMOVE PLUMBING CONDUCTORS IN WALLS NOTED TO BE REMOVED. TERMINATE ALL PLUMBING IN A MANNER COMPLIANT WITH INTERNATIONAL PLUMBING CODE

16 SEE PLUMBING DRAWINGS FOR ADDITIONAL CONCRETE SLAB REMOVAL.

17 -NOT USED-

18 DEMOLITION WORK REQUIRED TO ACCESS PIPING, WIRING, AND HVAC CONDUCTORS WITHIN WALLS, AND CEILINGS IS NOT SHOWN IT'S ENTIRETY. SEE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS FOR ADDITIONAL REMOVALS. OPENINGS AND CHASES CREATED FOR ACCESS SHALL BE REPAIRED TO "AS NEW" CONDITION AND MATCH ADJACENT MATERIALS UNLESS NOTED OTHERWISE.

SCALE: NO SCALE

GENERAL REMOVAL NOTES

NOTE: SEE FLOOR PLANS, REFLECTED CEILING PLANS, AND DIAGRAMATIC SECTIONS FOR

SURFACE PREPERATION SCOPE NOT SHOWN ON THIS PLAN

TO EXG SLAB

17'-8"

20'-6 1/2"

51'-4"

75'-2"

EXISTING BRICK

MASONRY

EXISTING BRICK

MASONRY

EXISTING COILING

DOOR TO REMAIN

EXISTING COILING DOOR

TO REMAIN

EXISTING BRICK

PIER

EXISTING BRICK

MASONRY

EXISTING STEEL CHANNEL;

PAINT TO MATCH WINDOW

FRAMES

EXISTING STEEL CHANNEL;

PAINT TO MATCH WINDOW

FRAMES

TO EXG SLAB

21TO EXG SLAB

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

Q P

K D

E S

O U

T H

S A

A S

T R

E E

T S

Y R

A C

U S

E N

E W

Y O

R K

US Army Corps of Engineers

1 2 3 54

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N E

W Y

O R

K D

T S

O L

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.