Pages 26-56 from 123796_Full Binder_Phase 2 100 - V11.pdf

RIGID INSULATION

FACE BRICK

PLYWOOD

CONCRETE

MASONRY UNIT

CONCRETE

UNDISTURBED

EARTH

GROUT OR

GYPSUM BOARD

STEEL OR

FERROUS METALS

GRAVEL

FINISHED WOOD

BATT INSULATION

MATERIAL SYMBOLS

DIMENSION

LUMBER

METAL STUD WALL

BACKER ROD AND

SEALANT

ALUMINUM OR

NON-FERROUS METALS

SAND, PLASTER, OR

PORTLAND CEMENT

COMPACTED

FILL

TERRAZZO

GRASS

MASONRY

PARTICLE BOARD

GLUED-LAMINATED WOOD

PLASTIC LAMINATE

EXISTING DOOR

NEW DOOR

EXISTING WALL

NEW WALL (RE: PARTITION TYPE)

PLAN LEGEND:

ROOM NAME

ROOM NUMBER

PARTITION TYPE

DOOR NUMBER

WINDOW WALL TYPE

(STOREFRONT)

GLAZING TYPE

LOUVER TAG

NEW GRID BUBBLE AND LINE

TOILET ACCESSORY TAG

L01

T-01

W101

WORK

1' - 0" A.F.F.

FURNITURE SYSTEM TAG

ROOM NAME

CEILING HEIGHT TAG

CURTAIN WALL TYPE

S2AA

SF01

CW01

EXISTING GRID BUBBLE AND

LINE

SECTION, DETAIL, AND ELEVATION SYMBOL IDENTIFIERS:

DRAWING SEQUENCE NUMBER INDICATES

WHERE TITLE IS LOCATED (MAY NOT BE

PRESENT IF CALLOUT AND TITLE ARE ON

THE SAME DRAWING)

LETTER OR NUMBER

DESIGNATOR

ONE OR TWO CHARACTER DISCIPLINE

DESIGNATOR (MAY NOT BE PRESENT IF

CALLOUT AND TITLE ARE ON DRAWINGS

WITHIN THE SAME DISCIPLINE)

VIEW TITLE

WALL SECTION CALLOUT EXAMPLE:

DETAIL CALLOUT EXAMPLE:

ELEVATION CALLOUT EXAMPLE:

SECTION, DETAIL, AND ELEVATION TITLE EXAMPLE:

EXTERIORINTERIOR

NORTH ARROW EXAMPLE:

LETTER OR NUMBER

INDICATES DETAIL

SHEET NUMBER WHERE

SECTION IS DRAWN

LETTER OR NUMBER

INDICATES DETAIL

SHEET NUMBER WHERE

SECTION IS DRAWN

BUILDING SECTION CALLOUT EXAMPLE:

VIEW REFERENCE EXAMPLE:

NUMBER INDICATES DETAIL

SHEET NUMBER WHERE SECTION IS DRAWN

LETTER OR NUMBER

INDICATES DETAIL

SHEET NUMBER WHERE

DETAIL IS DRAWN

A1

A-401

A1

A-311

A1

A-311

A1

A-301

A1

A-301

A-401

A-201

A-751

A1

A3

A4

SCALE

A1

TITLE

A-401

N

A2

A1

LETTER AND NUMBER INDICATE SHEET

GRID COORDINATE OF VIEW

VIEW SCALE

0 4' 8' 16'

VIEW SCALE BAR

NORTH INDICATING

PLAN NORTH

EXISTING DOOR

DOOR TO BE REMOVED

EXISTING WALL

WALL TO BE REMOVED

DEMOLITION / EXISTING PLAN LEGEND

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US Army Corps of Engineers ®

P N

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NOT FOR CONSTRUCTION

PHASE 2 RECAPITALIZATION

100% FINAL DESIGN

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-P-

PA PUBLIC ADDRESS

PERIM PERIMETER

PKG PACKAGE

PL PLATE

PLMB PLUMBING

PLYWD PLYWOOD

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

-R-

R RADIUS

R/A RETURN AIR

RCP REFLECTIVE CEILING PLAN

RD ROOF DRAIN

RECP RECEPTACLE

REFER REFERENCE

REINF REINFORCED

REQ'D REQUIRED

REV REVISION

RH RIGHT HAND

RO ROUGH OPENING

-S-

S SOUTH

S/A SUPPLY AIR

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

SID STRUCTURAL INTERIOR DESIGN

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE, AS IN "SQ FT"

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

SUPP SUPPORT

SUSP SUSPENDED

SYS SYSTEM

-T-

TD TRENCH DRAIN

TECH TECHNICAL

THRU THROUGH

TLT TOILET

TO TOP OF, AS IN "TO STEEL"

TYP TYPICAL

-U-

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

-V-

VENT VENTILATE, VENTILATOR

VERT VERTICAL

VOL VOLUME

-W-

W WEST, WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WT WEIGHT

FF FINISH FLOOR

FF&E FURNITURE, FIXTURES & EQUIPMENT

FHC FIRE HOSE CABINET (WITH EXTINGUISHER &

BRACKET)

FHR FIRE HOSE REEL (WITH EXTINGUISHER &

BRACKET)

FIN FINISHED, FINISH

FLR FLOOR

FT FEET / FOOT

°F FAHRENHEIT

-G-

GA GAUGE

GALV GALVANIZED

GL GIRT LINE

GRTG GRATING

GYP GYPSUM

GYP BD GYPSUM BOARD

-H-

H HIGH

HD HAND

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION & AIR CONDITIONING

-I-

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

-J-

JAN JANITOR'S CLOSET

-L-

L LEFT, LONG, LENGTH

LAB LABORATORY

LAT LATITUDE

LAV LAVATORY

LB or # POUND

LH LEFT HAND

LONG LONGITUDE

LVR LOUVER

-M-

M METER

MACH MACHINE

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMETER

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

-N-

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

-O-

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OPNG OPENING

OPP OPPOSITE

-A-

A/E ARCHITECT/ENGINEER

ACOUST ACOUSTICAL

ADJ ADJACENT, ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURE, ARCHITECT

-B-

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BO BOTTOM OF, AS IN "BO STEEL"

BTWN BETWEEN

-C-

CAB CABINET

CCTV CLOSED CIRCUIT TELEVISION

CID COMPREHENSIVE INTERIOR DESIGN

CJ CONTROL JOINT, CONSTRUCTION JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACT, CONTRACTOR

COORD COORDINATE

CORR CORRUGATED OR CORRIDOR

CU CUBIC

°C CELSIUS

-D-

DBL DOUBLE

DEMO DEMOLITION

DESCR DESCRIPTION

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING

-E-

E EAST

EA EACH

EEW EMERGENCY EYEWASH

EEWS EMERGENCY EYEWASH & SHOWER

EF EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION, AS IN HEIGHT

ELAST ELASTOMERIC

ELEC ELECTRIC / ELECTRICAL

ELEV ELEVATOR, OR ELEVATION AS IN NORTH ELEV

EQ EQUAL

EQUIP EQUIPMENT

ETC AND SO FORTH (ETCETERA)

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

-F-

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER WITH WALL BRACKET

FEC FIRE EXTINGUISHER CABINET

ABBREVIATIONSPLAN LEGENDCALL OUT IDENTIFICATION

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P N

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PHASE 2 RECAPITALIZATION

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ARCHITECTURAL GENERAL NOTES

28. PROVIDE ALL HVAC, PLUMBING, GAS OR ELECTRIC SERVICE CONNECTIONS TO CASEWORK, FIXTURES, SIGNAGE, OR

EQUIPMENT INDICATED (WHETHER UNITS ARE INSTALLED BY CONTRACTOR OR BY OTHERS).

29. BRACE PARTITIONS, SUSPENDED CEILINGS, SOFFITS, SUSPENDED ITEMS, ETC. ONLY TO STRUCTURAL ELEMENTS ABOVE. DO NOT ANCHOR TO ROOF DECK, PLUMBING / SPRINKLER PIPES, DUCTWORK, ELECTRICAL CONDUIT OR

SIMILAR ELEMENTS.

30. EXTEND ALL FLOORING AND WALL-BASE COMPLETELY INTO RECESSES, UNDER OPEN COUNTERTOPS, AND BEHIND ALL

EQUIPMENT.

31. ALL MATERIALS USED FOR CONSTRUCTION SHALL BE NEW AND UNDAMAGED. THE CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS FOR ALL WORK SHOWN.

32. THE CONTRACTOR SHALL BECOME FULLY ACQUAINTED WITH CONDITIONS RELATED TO THE WORK. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS SHALL BE REPORTED TO THE DESIGN

PROFESSIONALS FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK.

33. DRAWINGS CONTAINED IN THIS SET SHALL NOT BE REPRODUCED FOR SHOP DRAWINGS. COPIES OF THESE DRAWINGS

SUBMITTED AS SHOP DRAWINGS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.

34. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE CONTRACTOR IN WRITING ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THE INSTALLERS WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION

SHALL CONSTITUTE ACCEPTANCE OF THE SUBSTRATE AND/OR CONDITIONS.

35. "TYPICAL" (TYP) AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITIONS OR DIMENSION IS THE SAME OR

REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT.

36. CONTROL JOINTS (CJ) SHALL BE INSTALLED AT ALL PARTITIONS. CJ AT GYPSUM PARTITIONS SHALL BE MAXIMUM 30'-0" O.C., CJ AT CONCRETE MASONRY UNIT PARTITIONS SHALL BE MAXIMUM 20'-0" O.C., UNLESS OTHERWISE NOTED ON DRAWINGS. REFER TO ELEVATION DRAWINGS FOR EXTERIOR CONTROL JOINT LOCATIONS. REVIEW CJ LOCATIONS WITH

ARCHITECT PRIOR TO INSTALLATION.

37. NON-BEARING PARTITIONS SHALL BE ISOLATED FROM THE BUILDING STRUCTURE TO PREVENT TRANSFER OF BUILDING

LOADS FROM THE STRUCTURE TO THE PARTITIONS.

38. PRIOR TO BEGINNING ANY WORK, NOTIFY CONTRACTING OFFICER OF ANY EXISTING MATERIALS OBSERVED TO

POSSIBLY CONTAIN ASBESTOS.

39. REMOVE ABANDONED PIPE, DUCTS, CONDUITS, AND EQUIPMENT INCLUDING THOSE ABOVE ACCESSSIBLE CEILINGS BACK TO THE SOURCE OF SUPPLY WHERE POSSIBLE. WHERE NOT POSSIBLE CAP, STUB, AND TAG WITH IDENTIFICATION. PATCH HOLES LEFT BY REMOVAL USING MATERIALS SPECIFIED FOR NEW CONSTRUCTION.

40. REMOVE EXISTING WORK AS INDICATED AND AS REQUIRED TO ACCOMPLISH NEW WORK.

41. WHERE EXISTING FINISHED SURFACES ARE CUT SO THAT A SMOOTH TRANSITION WITH NEW WORK IS NOT POSSIBLE, TERMINATE EXISTING SURFACE ALONG A STRAIGHT LINE AT A NATURAL LINE OF DIVISION AND MAKE

RECOMMENDATION TO ARCHITECT.

42. PROTECT EXISTING WORK TO REMAIN. PERFORM CUTTING TO ACCOMPLISH REMOVALS NEATLY AND AS SPECIFIED FOR CUTTING NEW WORK. REPAIR ADJACENT CONSTRUCTION AND FINISH DAMAGED DURING REMOVAL WORK. PATCH AS

SPECIFIED FOR PATCHING NEW WORK.

43. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXTENT, NATURE, AND SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS AND COORDINATING WITH THE CONTRACTING OFFICER OR HIS/HER REPRESENTATIVE THE INTERFACING OF THE EXISTING BUILDING AND THE WORK SHOWN AND DESCRIBED IN THESE CONTRACT DOCUMENTS.

44. ALL "EXISTING" INFORMATION ON THE CONTRACT DOCUMENTS HAS BEEN OBTAINED FROM A PREVIOUS SET OF DRAWINGS, OR FROM FIELD INVESTIGATION AND SUCH "EXISTING" INFORMATION SHALL BE FIELD VERIFIED BY ALL

CONTRACTORS.

45. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR DESIGNATED CONSTRUCTION STAGING

LOCATIONS, STORAGE AREAS, AND CONSTRUCTION SEQUENCING.

46. THE PREMISES WILL BE OCCUPIED AT ALL TIMES DURING THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER REGARDING ALL INTERRUPTIONS OF UTILITIES, TEMPORARY EXITS, DUST PARTITIONS, DELIVERIES, AND ALL OTHER JOB REQUIREMENTS.

1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AS LISTED OR REFERENCED ON LIFE SAFETY PLAN AND LIFE SAFETY CRITERIA OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.

2. THE CONTRACTOR SHALL INCLUDE ALL WORK REQUIRED TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AS LISTED OR REFERENCED ON LIFE SAFETY PLAN AND LIFE SAFETY CRITERIA OR AS REQUIRED BY THE AUTHORITY

HAVING JURISDICTION.

3. DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS OR

PLANS SHALL GOVERN OVER SMALL SCALE DETAILS OR PLANS. DO NOT SCALE DRAWINGS.

4. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL EXIT SIGNS, EMERGENCY LIGHTING SYSTEMS, ALARM SYSTEMS AND AUTOMATIC SPRINKLER SYSTEMS AS REQUIRED BY APPLICABLE CODES AND STANDARDS OR AS

REQUIRED BY THE AUTHORITY HAVING JURISDICTION.

5. ALL FLOORS SHALL BE INSPECTED FOR DAMAGE, WARPING OR OTHER NOTICEABLE DEVIATIONS AND PATCHED AND LEVELED PRIOR TO COVERING WITH FLOOR FINISHES, INSTALLATION OF ACCESS FLOOR SYSTEM, OR ERECTION AND

INSTALLATION OF COLD-FORMED FRAMING.

6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MANUFACTURER'S RECOMMENDED

MAINTENANCE PROCEDURES AND SCHEDULES.

7. ANY MANUFACTURER'S OR BRAND NAME PRODUCTS INDICATED OR SPECIFIED ARE DONE SO TO ESTABLISH A MINIMUM

LEVEL OF QUALITY.

8. ALL CONSTRUCTION SHALL MEET OR EXCEED LOCAL INDUSTRY STANDARDS. DETAILS ARE PROVIDED TO INDICATE MINIMUM QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION. IF A CONDITION IS NOT SPECIFICALLY DETAILED, SUBMIT A SIMILAR DETAIL FOR GUIDE AND APPROVAL.

9. THE LETTERS I, O, AND Q ARE NOT USED TO INDICATE DETAILS, SECTIONS OR ELEVATIONS.

10. PROVIDE PRESERVATIVE-TREATED WOOD AT ALL LOCATIONS WHERE WOOD IS IN DIRECT CONTACT WITH CONCRETE

OR MASONRY.

11. PROVIDE 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING AT ALL ELECTRICAL, PHONE, AND SECURITY SYSTEM

PANELS.

12. PROVIDE FIRE-RESISTANT TREATED WOOD BLOCKING FOR SECURE ANCHORAGE OF ALL SHELVES, RUNNING TRIM, RAILINGS, SUSPENDED ITEMS, DOOR-STOPS, GRAB-BARS, AND OTHER SIMILAR WOODWORK, HARDWARE, SPECIALTIES, ACCESSORIES, FIXTURES, OR EQUIPMENT.

13. PROVIDE CEMENT BOARD SHEATHING AT ALL AREAS WHERE A TILE SURFACE IS TO BE INSTALLED ON METAL STUD

WALLS.

14. PROVIDE WATER-RESISTANT GYPSUM BOARD AT ALL WET OR UNCONDITIONED AREAS INCLUDING, BUT NOT LIMITED TO, PARTITIONS BEHIND SINKS. CONTRACTOR TO INSURE THAT FIRE RATING IS MAINTAINED.

15. PAINT, STAIN, OR COAT ALL EXPOSED SURFACES OF CONSTRUCTION UNLESS NOTED OTHERWISE OR IF SURFACES ARE

PRE-FINISHED.

16. ALL OPENING DIMENSIONS ARE NOMINAL. THE CONTRACTOR SHALL FIELD MEASURE ALL OPENINGS AND COORDINATE

WITH THE APPROPRIATE SUPPLIER FOR ALL DOORS AND WINDOWS.

17. ALL CONDUITS, PLUMBING, PIPING, DUCTWORK, AND OTHER EQUIPMENT EXPOSED TO VIEW SHALL BE LOCATED

PARALLEL OR PERPENDICULAR TO THE STRUCTURAL FRAMING SYSTEM.

18. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS, WHERE REQUIRED.

19. CERAMIC TILE TO BE INSTALLED UP TO 4'-0" ABOVE FINISH FLOOR AND 1'-0" TO EITHER SIDE AT ALL MOP SINK

LOCATIONS. EXTENT OF TILE VARIES BY LOCATION.

20. ARCHITECTURAL DETAILS ARE APPLICABLE WHERE INDICATED BY SECTION CUT, BY NOTE, OR BY DETAIL TITLE.

INCORPORATE SIMILAR DETAILS AT SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. THE CONTRACTOR MAY REQUEST A CLARIFICATION IF REQUIRED, OTHERWISE THE MORE STRINGENT REQUIREMENTS SHALL CONTROL.

21. PROVIDE FIRE-STOPPING SYSTEMS AT TOP OF AND AT ALL PENETRATIONS THROUGH FIRE-RATED PARTITIONS.

22. SEAL ALL EXTERIOR BUILDING JOINTS AT BOTH THE EXTERIOR AND INTERIOR SURFACES AGAINST MOISTURE AND AIR

INFILTRATION.

23. SEAL AROUND ALL DOOR AND WINDOW FRAMES, COUNTERTOPS, WALL-MOUNTED FIXTURES AND EQUIPMENT TO

ADJACENT WALL SURFACES.

24. THE CONTRACTOR SHALL REVIEW THE DIMENSIONS OF ALL EQUIPMENT IN THE PROJECT REGARDLESS OF THE SOURCE AND COORDINATE ACCESS TO THE SPACE AND VERIFY CLEAR FLOOR SPACE IS PROVIDED AS REQUIRED TO ENSURE

EASE OF INSTALLATION.

25. ALL WORK MUST BE OF GOOD QUALITY, FREE FROM DEFECTS, AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS.

26. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PENETRATIONS IN THE STRUCTURE FOR THE

PROPER INSTALLATION OF THE WORK.

27. THE CONTRACTOR SHALL PROVIDE ACCESS DOORS OR PANELS AS REQUIRED FOR SERVICING OF PIPING, DUCTWORK, CABLE TRAYS, FIRE DAMPERS AND SIMILAR APPLICATIONS. ALL PROPOSED ACCESS DOOR LOCATIONS TO BE

SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION.

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NOTE: PROVIDE BLOCKING FOR ALL TOILET ACCESSORIES AS NEEDED.

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COMPLIANT

INDICATOR

LEGEND

FINISH FLOOR

LEVEL (FFL)

/2

APRON

FRONT VIEW

(DOUBLE)

FACE OF

ADJACENT WALL

SIDE VIEW

EDGE OF WALL

BEYOND

WIDTH OF ALCOVE

48" MIN

T O

S P

O U

T

M A

X

TO SPOUT

24" MIN CLR

O F

L E

A D

IN

G

E D

G E

T O

B O

T T

O M

CLR FLOOR SPACE

30" MIN

DEPTH OF

24" MAX

ALCOVE

T O

S P

O U

T

M A

X

9" M

IN

6" MIN

8" MIN

T O

B O

T T

O M

M

IN

F O

R C

LR

15" MIN.

5" MAX.

11" MIN

4" MAX

CONTROL

WALL

SEAT WALL

B A

C K

W

L

L

4" MAX

MAX

1' - 3"

MAX

1' - 3"

M A

X

M A

X

CL

CONTROL WALL

ELEVATION

LOCATION OF

CONTROLS AND

HAND SHOWER

M A

X

1/

2"

MAX

1 1/2"

14"-15"

3" MAX

OF SEAT

PLAN VIEW SIDE VIEW

3' - 0" 30" MIN

3'

M

IN

6" M

A X

4" M

IN

M

IN

CLEAR

FLOOR

SPACE

48" MIN.

19" MAX.

17" - 25"

M

IN

KNEE

CLEARANCE

8" MIN.

17" MIN.

11" MIN.

M A

X

B .O

. M

IR

R O

R

M A

X

M

IN

9" M

IN

6" MIN

1' -0

M

IN

3'

C

LE

A

R

3' - 0" CLEAR 3' - 0" CLEAR

GRAB BAR

SOAP DISH CONTROL AREA

ROBE HOOK

SHOWER

CURTAIN & ROD

FOLDING

SHOWER SEAT

TOWEL PIN

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US Army Corps of Engineers ®

P N

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NOT FOR CONSTRUCTION

PHASE 2 RECAPITALIZATION

100% FINAL DESIGN

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SCALE: 1/4" = 1'-0"C5

STANDARD ADA MOUNTING HEIGHTS

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

ELECTRIC WATER COOLER

SCALE: 1/2" = 1'-0"C1

SHOWER STALLS

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

LAVATORIES

SCALE: 1/2" = 1'-0"F1

ADA COMPLIANT SHOWER STALL

0 1' 2' 4'

0 1' 2' 4'

0 1' 2' 4' 0 1' 2' 4'

0 2' 4' 8'

M A

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NOTE:

FLUSH VALVE SHALL BE LOCATED

ON WIDE SIDE OF STALLS

12" MIN

36" MIN

TOILET

PAPER

42" MIN

A

7.

M

IN

IC

C

/A N

S I

12" MAX

TRANSFER

SIDE

39" - 41"

M

IN

7"- 9"

A B

A

A D

A

M

IN

24" MIN

INTERNATIONAL PLUMBING

CODE (IPC) GOVERNS

42" MIN

M

IN

42" MIN

12" MAX

54" MIN

56" MIN WALL WC

60" IPC 2000

59" MIN FLOOR WC

(ICC / ANSI A117.1 & ABA / ADA)

3'

M

IN

4" M

A X

6" MIN*

4" MAX

32" MIN

6" M

IN

ALTERNATE DOOR

LOCATION

TOE CLEARANCE 9"

HIGH AFF CLR *

32" MIN

36" MIN

42" ICC / ANSI A117.1

GOVERNS - CLEAR FROM

OUTSIDE FACE OF

ADJACENT STALL

42" MIN

56" MIN WALL WC

60" IPC 2000

59" MIN FLOOR WC

(ICC / ANSI 117.1 & ABA / ADA)

M

IN

42" MIN

12" MAX

M

IN

54" MIN

1. WHERE "*" IS INDICATED - TOE CLEARANCE AT THE FRONT OF THE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 62" DEEP WITH A WALL-HUNG WATER CLOSET OR 65" DEEP WITH A FLOOR-MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66" WIDE (ICC / ANSI A117.1 / ABA / ADA). TOE CLEARANCE IS EXCLUSIVE OF PARTITION SUPPORT MEMBERS.

STANDARD STALL STANDARD STALL

LATCH SIDE APPROACH

ONLY, ALL OTHER

APPROACHES TO BE 48"

(ABA / ADA)

INTERNATIONAL

PLUMBING CODE

(IPC) GOVERNS

M

IN

M

IN

1'

M

IN

M

IN

1'

CLEAR

FLOOR

SPACE

60" MIN

42" MIN

M

IN

A B

A

A D

A

G O

V E

R N

S

M

IN

IC

C

A

N S

I A

II7

.1

16" - 18"

CLEAR FLOOR SPACE @ WATER

CLOSETS NOT IN STALLS

CLEAR

FLOOR

SPACE

36" IF IN ALCOVE

GREATER THAN 24" DEEP

30" TYP

T Y

P

TAPERED

ELONGATED RIM13 1/2" MIN

A B

A

A D

A

M A

X A B

A

A D

A

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US Army Corps of Engineers ®

P N

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NOT FOR CONSTRUCTION

PHASE 2 RECAPITALIZATION

100% FINAL DESIGN

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SCALE: 1/2" = 1'-0"B6

GRAB BARS

SCALE: 1/2" = 1'-0"D4

STANDARD STALLS

SCALE: 1/2" = 1'-0"E2

WATER CLOSETS

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

URINALS

0 1' 2' 4'

0 1' 2' 4' 0 1' 2' 4'

0 1' 2' 4'

M A

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EXISTING CONDITIONS SHOWN ON DRAWINGS ARE FOR INFORMATIONAL

PURPOSES ONLY AND DO NOT SHOW ALL CONDITIONS THAT MAY AFFECT

THE WORK OF THIS CONTRACT. CONTRACTOR SHALL FIELD VERIFY ALL

EXISTING CONDITIONS. REFER TO ALL ARCHITECTURAL, PLUMBING,

MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR ADDITIONAL

DEMOLITION INFORMATION AND COORDINATION.

FIELD VERIFY EXISTING CONDITIONS BEFORE COMMENCING ANY WORK.

ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES

DETRIMENTAL TO THE PROPER EXECUTION OF NEW CONSTRUCTION.

ALL DEMOLITION WORK SHALL COMPLY WITH APPLICABLE BUILDING CODE AND ALL

APPLICABLE LOCAL, STATE, AND FEDERAL LAWS, ORDINANCES, AND REGULATIONS.

SEE CODE SUMMARY SHEET FOR APPLICABLE BUILDING CODE.

REMOVE EXISTING CONSTRUCTION TO THE EXTENT INDICATED ON THE

DRAWINGS. PROTECT ALL OTHER EXISTING STRUCTURES ON ADJACENT

PROPERTIES FROM DAMAGE THROUGHOUT CONSTRUCTION. SHOULD ANY

DAMAGE OCCUR TO ANY EXISTING CONSTRUCTION ON ADJACENT PROPERTIES

OR EXISTING CONSTRUCTION TO REMAIN ON SITE, THE CONTRACTOR SHALL

REPAIR THE DAMAGE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION NOTED TO REMAIN

FROM DAMAGE AND SOILING DURING DEMOLITION. REMOVE DEBRIS REGULARLY

AS NECESSARY TO ELIMINATE INTERFERENCE.

EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED,

REINSTALLED, OR OTHERWISE INDICATED TO REMAIN THE GOVERNMENT'S PROPERTY,

DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR’S PROPERTY AND

SHALL BE REMOVED FROM THE SITE WITH FURTHER DISPOSITION AT THE

CONTRACTOR’S OPTION.

EXISTING WALLS SHOWN GRAPHICALLY WITH SOLID LINES TO REMAIN. PROTECT

ALL EXISTING CONSTRUCTION TO REMAIN AND PREPARE SURFACES TO RECEIVE

NEW CONSTRUCTION OR FINISHES.

ALL DEMOLISHED MATERIALS SHALL BE LEGALLY DISPOSED OF PROMPTLY. DO

NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. NO BURNING IS

ALLOWED.

PROTECT ALL ADJACENT AREAS FROM THE DEMOLITION. REPAIR OR REPLACE, AT

NO COST TO THE GOVERNMENT, ALL AREAS OR ITEMS DAMAGED DURING THE

DEMOLITION.

LIMITS OF CONTRACT TO EXTEND UP TO, AND INCLUDE, THE PROPERTY LINES, AND

SHALL NOT EXTEND BEYOND THESE LIMITS ONTO PUBLIC OR PRIVATE PROPERTY,

EXCEPT AS INDICATED ON THE DRAWINGS.

WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS

THAT CONFLICT WITH THE INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED,

DETERMINE THE NATURE AND EXTENT OF THE CONFLICT AND NOTIFY THE

ARCHITECT IMMEDIATELY FOR RESOLUTION.

THIS DEMOLITION PLAN OUTLINES THE SCOPE OF THE WORK INVOLVED FOR THE

DEMOLITION PHASE OF THIS PROJECT. CONTRACTOR SHALL ALSO REFER TO THE

DRAWINGS FOR THE CONSTRUCTION OF THE NEW WORK FOR ADDITIONAL

INFORMATION.

ALL WORK MUST BE COORDINATED WITH THE CONTRACTING OFFICER WITH REGARD

TO SCHEDULE AND DISRUPTION OF BUSINESS OPERATIONS.

ALL FURNITURE WILL BE REMOVED OR RELOCATED BY THE GOVERNMENT AS

NECESSARY PRIOR TO THE DEMOLITION WORK OF THIS PROJECT.

ALL DEMOLITION WORK SHALL BE COORDINATED WITH THE OTHER WORK OF THIS

PROJECT AS OUTLINED IN THE DOCUMENTS. ANY DISCREPANCIES NOTED WHICH

WILL IMPACT THE SCHEDULE FOR CONSTRUCTION OR HAVE AN EFFECT ON THE

CONTINUED OPERATION OF BUSINESS AT THIS FACILITY SHALL BE BROUGHT TO

THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR RESOLUTION.

DO NOT INTERRUPT EXISTING UTILITIES, EXCEPT WHEN AUTHORIZED IN WRITING

BY AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING

INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO GOVERNING

AUTHORITIES.

WHEN UTILITY SERVICES ARE REQUIRED TO BE REMOVED, RELOCATED, OR

ABANDONED, PROVIDE BYPASS CONNECTIONS TO MAINTAIN CONTINUITY OF

SERVICE BEFORE PROCEEDING WITH DEMOLITION.

PRIOR TO COMMENCEMENT WITH ANY DEMOLITION WORK, CONTRACTOR SHALL

IDENTIFY ALL ELECTRICAL CIRCUITS SERVICING THE AREA INVOLVED WITH THIS

DEMOLITION. THOSE CIRCUITS SHALL THEN BE LOCKED OUT AND TAGGED OUT IF

THEY DO NOT SERVICE ANY OF THE REMAINING BUILDING. THOSE CIRCUITS

WHICH ARE IDENTIFIED TO SERVICE BOTH THE AREA TO BE DEMOLISHED AND THE

REMAINING BUILDING SHALL BE SPLIT SO AS TO KILL ALL ELECTRICAL POWER TO

THE AREA TO BE DEMOLISHED WHILE MAINTAINING POWER TO THE REMAINDER

OF THE BUILDING.

GENERAL FLOOR PLAN DEMOLITION NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

CARE SHOULD BE MADE TO KEEP DUST AND NOISE FROM DEMOLITION ACTIVITIES

FROM THE OTHER PORTIONS AND FLOORS OF THE BUILDING. ERECT AND

MAINTAIN DUSTPROOF PARTITIONS. COVER AND PROTECT FURNITURE,

FURNISHINGS AND EQUIPMENT THAT HAVE NOT BEEN REMOVED.

NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE AND TRUE TO DIMENSIONS

REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE ADJOINING

CONSTRUCTION TO REMAIN.

CONTRACTOR SHALL COMPLY WITH ALL NECESSARY FIRE SAFETY REQUIREMENTS

IN ACCORDANCE WITH UFC 3-600-01 AND NFPA 13 AND CURRENTLY ADOPTED CITY AND

STATE CODES.

19.

20.

21.

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US Army Corps of Engineers ®

P N

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NOT FOR CONSTRUCTION

PHASE 2 RECAPITALIZATION

100% FINAL DESIGN

W D

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HAZARDOUS MATERIAL ABATEMENT NOTE

HAZARDOUS MATERIALS HAVE BEEN IDENTIFIED IN THE BUILDING. MOLD

IS PRESENT ON THE WALLS AND FLOORS THROUGHOUT THE

STRUCTURE. LEAD BASED PAINT HAS BEEN IDENTIFIED WITHIN THE

STRUCTURE. REFER TO THE HAZARDOUS MATERIALS REPORT FOR

MORE INFORMATION.

GENERAL LOCATIONS OF ASBESTOS CONTAINING MATERIALS (ACM)

NOTED ARE TO PROVIDE THE CONTRACTOR WITH A SITUATIONAL

AWARENESS OF EXISTINGS HAZARDS. THE CONTRACTOR IS

RESPONSIBLE FOR REFERENCING THE "HAZARDOUS MATERIALS

REPORT" TO DETERMINE WHICH MATERIALS PLANNED TO BE DISTURBED

BY CONSTRUCTION CONTAIN ASBESTOS, LEAD PAINT AND MOLD.

REFERENCE THE FOLLOWINGS SPECIFICATIONS: 02 82 00 ASBESTOS

REMEDIATION, 02 83 00 LEAD REMEDIATION , AND MOLD REMEDIATION 02

85 00. M

A R

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UP

10c 10b 10a 10

Aa

B

Ba

C

Ca

Cb

Da

Db

E

Ea

F

Fa

G

9a 9 8a 8 7a 7 6a 6 5a 5 4a 4 3a 3 2a 2 1a 1

107A

101A 101

104A

2'

401' - 6" +/-

100B

100E

100C

100A

0'

360' - 6" +/-

PREPARE EXISTING PARTIAL HEIGHT

MASONRY WALL FOR REPAINTING 100D

PREPARE EXISTING FULL

HEIGHT MASONRY WALL FOR

REPAINTING

101C

3A

5A

4C

B

6A

7C

107B

A1

AD105

D1

AD105

DEMOLISH PLYWOOD VESTIBULE. SALVAGE

DOOR AND FRAME FOR REINSTALLATION IN

NEW VESTIBULE

DEMOLISH PLYWOOD VESTIBULE. SALVAGE

DOOR AND FRAME FOR REINSTALLATION IN

NEW VESTIBULE

B1

AD101

DEMOLISH EXISTING DOOR

AND FRAME IN ENTIRETY

DEMOLISH EXISTING DOOR

AND FRAME IN ENTIRETY

DEMOLISH EXISTING DOOR

AND FRAME IN ENTIRETY

DEMOLISH CHAIN LINK

ENCLOSURE, STORAGE RACKING

AND ENTIRE HOISTING SYSTEM

DEMOLISH EXISTING

DOOR AND INFILL

REMOVE AND REPLACE

EXISTING STAIR NOSING

1. FOR ARCHITECTURAL GENERAL NOTES, MATERIAL

LEGEND, AND ABBREVIATIONS REFER TO SHEET AG001.

2. FOR GENERAL FLOOR PLAN DEMOLITION NOTES REFER

TO SHEET AD001

3. FOR EXISTING LEAD BASED PAINT, PROPER LEAD BASE

PAINT PREP PROTOCALS SHOULD BE FOLLOWED.

GENERAL FLOOR PLAN

DEMOLITION NOTES:

D E

S

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C H

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US Army Corps of Engineers ®

P N

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PHASE 2 RECAPITALIZATION

100% FINAL DESIGN

W D

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SCALE: 3/64" = 1'-0"B1

GROUND FLOOR DEMOLITION PLAN

0 16' 32' 48'

N

ROOM SCHEDULE-GROUND FLOOR

ROOM # ROOM NAME

GROUND FLOOR

100 OFFICE

100A SHOP / MANUFACTURING AREA

100B CONNECTOR CORRIDOR

100C VESTIBULE

100D WASTE REMOVAL

100E VESTIBULE

101 OFFICE

101A OFFICE

101B HALL

101C ALL GENDER

101D IT STORAGE

102 SUPERVISOR'S OFFICE

103 BREAK ROOM

103A BREAK ROOM HALL

104 WOMEN'S LOCKER ROOM

104A WOMEN'S LATRINE

104B WOMEN'S LATRINE HALL

104C WOMEN'S LOCKER HALL

104D WOMEN'S SHOWER

104E MOTHER'S ROOM

105A STAIR HALL

106 MEN'S LATRINE

106A MEN'S LATRINE/LOCKER HALL

107 MEN'S LOCKER ROOM

107A TOOL ROOM

107B MEN'S SHOWER

107C UTILITY ROOM

108 TOOL ROOM

109 PRESET

109D J.C.

M A

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