P09 589-701 Drawings Pg 21-30.pdf

2ND FLOOR

ADDITION

SHADE INDICATES

EXISTING AREA BEYOND

PRIMARY SCOPE OF

WORK, TYPICAL

1ST FLOOR

2ND FLOOR

3RD FLOOR

3RD FLOOR

ADDITION

AREA OF RENOVATION

BUILDING 1C

BUILDING 1

AREA OF RENOVATION

ELEC.

CLOSET

237A

HSK

237A

SPECIALITY CARE

CHIEF OFFICE

OFFICE

CLEAN

UTILITY

GENERAL STORAGE

AD301

AD301

DEMOLITION CEILING PLAN GENERAL NOTES

COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION

SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING

IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON THE

DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.

CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND ITEMS

REQUIRED TO BE REMOVED.

REFER TO ARCHITECTURAL SYMBOLS ON SHEET AS001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN

UNLESS OTHERWISE NOTED.

SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OF UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH NEW WORK AND

ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.

DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE

APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO

BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW

CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF

NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS WORK.

CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECABLE.

ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN, CEILING TILES

SHALL BE REMOVED AND STORED IN A SAFE MANNER UNTIL CEILING TILES

CAN BE REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE

REPLACED BY CONTRACTOR. GYPSUM BOARD CEILINGS SHALL BE PATCHED

AND PAINTED TO SEAMLESSLY MATCH EXISTING CEILING COLOR FOLLOWING

ABOVE CEILING DEMOLITION ACTIVITY. THIS SHALL INCLUDE REPAIR TO THE

CEILING GRID, SUSPENSION SYSTEM AND ALL ASSOCIATED ASSEMBLIES AS

WELL AS THE REPLACEMENT OF DAMAGED CEILING PANELS, WITHIN AND

BEYOND PROJECT LIMITS.

COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND

VENDOR DRAWINGS.

A

B

C

D

E

F

G

H

I

J

DEMOLITION CEILING PLAN NOTES

REMOVE ALL CEILING TILES AND GRID, GWB CEILINGS AND ASSOCIATED

STRUCTURE, AND ALL CEILING MOUNTED ITEMS AND ACCESSORIES WITHIN

AREA OF RENOVATION AS NOTED. SEE MEP DRAWINGS FOR ADDITIONAL

DEMOLITION SCOPE OF WORK.

APPROXIMATE EXTENT OF CEILING REMOVAL.

SEE MEP DRAWINGS FOR ABOVE CEILING WORK IN EXISTING 2ND FLOOR.

CONTRACTOR IS REQUIRED TO REMOVE PORTIONS OF CEILINGS AS

REQUIRED TO ACCOMMODATE DEMOLITION AND NEW WORK, AND PROVIDE

NEW CEILINGS AND FINISH TO MATCH EXISTING EXACTLY UPON COMPLETION

OF ABOVE CEILING WORK.

EXISTING WALL TO

REMAIN

WALL TO BE

REMOVED

BEYOND PROJECT BOUNDARY, NIC

DEMOLITION CEILING PLAN LEGEND

TEMPORARY

WALL & DOOR

*REFERS TO AD111 & AD112

CEILING TO BE

REMOVED

EXISTING CEILING

TO REMAIN

LIGHT TO BE

REMOVED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AD111

2ND FLOOR DEMOLTION CEILING

PLANGUIDON DESIGN INC.

1221 N PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

(317)-800-6388

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

(502)-326-3085

VA WICHITA - MED/SURG BEDS

FOR PATIENT PRIVACY

WICHITA, KANSAS

589-701

1 & 1C

5/22/2020

BID DOCUMENTS

SCALE: 1" = 100'-0"

KEYPLAN ISOMETRIC

SCALE: 1/8" = 1'-0"AD111

2 2ND FLOOR DEMOLITION CEILING PLAN

Revisions: Date:

NURSING

STATION

DOCTORS WORK

STATION

362A

MED ROOM

363A

PATIENT

ROOM

PATIENT

ROOM

MED CARE

TLT

357A

PATIENT

ROOM

PATIENT

ROOM

365A

TLT

363B

TLT364

TLT

PATIENT

ROOM

PATIENT

ROOM

INPATIENT

SURGICAL

TLT

TLT

SHOWER

OFFICE

INPATIENT

SURGICAL

STORAGE

376A

PATIENT

ROOM

PATIENT

ROOM INPATIENT

SURGICAL

STORAGE351350

INPATIENT

MED CARE

PATIENT

ROOM

PATIENT

ROOM

PATIENT

ROOM

350A

TLT 353A

TLT

RN OFFICE

TOILET

HSK

NURSE OFFICE

NURSE MANAGER

OFFICE

EQUIP. STOR.

380-1

LOCKER

TELECOM

CLOSET

ELEC.

CLOSET

INPATIENT

MEDICAL CARE

CLOSET

10' - 11"

AE111

AD301

AD301

DEMOLITION CEILING PLAN GENERAL NOTES

COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION

SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING

IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON THE

DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.

CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND ITEMS

REQUIRED TO BE REMOVED.

REFER TO ARCHITECTURAL SYMBOLS ON SHEET AS001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN

UNLESS OTHERWISE NOTED.

SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OF UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH NEW WORK AND

ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.

DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE

APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO

BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW

CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF

NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS WORK.

CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECABLE.

ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN, CEILING TILES

SHALL BE REMOVED AND STORED IN A SAFE MANNER UNTIL CEILING TILES

CAN BE REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE

REPLACED BY CONTRACTOR. GYPSUM BOARD CEILINGS SHALL BE PATCHED

AND PAINTED TO SEAMLESSLY MATCH EXISTING CEILING COLOR FOLLOWING

ABOVE CEILING DEMOLITION ACTIVITY. THIS SHALL INCLUDE REPAIR TO THE

CEILING GRID, SUSPENSION SYSTEM AND ALL ASSOCIATED ASSEMBLIES AS

WELL AS THE REPLACEMENT OF DAMAGED CEILING PANELS, WITHIN AND

BEYOND PROJECT LIMITS.

COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND

VENDOR DRAWINGS.

A

B

C

D

E

F

G

H

I

J

DEMOLITION CEILING PLAN NOTES

REMOVE ALL CEILING TILES AND GRID, GWB CEILINGS AND ASSOCIATED

STRUCTURE, AND ALL CEILING MOUNTED ITEMS AND ACCESSORIES WITHIN

AREA OF RENOVATION AS NOTED. SEE MEP DRAWINGS FOR ADDITIONAL

DEMOLITION SCOPE OF WORK.

APPROXIMATE EXTENT OF CEILING REMOVAL.

SEE MEP DRAWINGS FOR ABOVE CEILING WORK IN EXISTING 2ND FLOOR.

CONTRACTOR IS REQUIRED TO REMOVE PORTIONS OF CEILINGS AS

REQUIRED TO ACCOMMODATE DEMOLITION AND NEW WORK, AND PROVIDE

NEW CEILINGS AND FINISH TO MATCH EXISTING EXACTLY UPON COMPLETION

OF ABOVE CEILING WORK.

2ND FLOOR

ADDITION

SHADE INDICATES

EXISTING AREA BEYOND

PRIMARY SCOPE OF

WORK, TYPICAL

1ST FLOOR

2ND FLOOR

3RD FLOOR

3RD FLOOR

ADDITION

AREA OF RENOVATION

BUILDING 1C

BUILDING 1

AREA OF RENOVATION

EXISTING WALL TO

REMAIN

WALL TO BE

REMOVED

BEYOND PROJECT BOUNDARY, NIC

DEMOLITION CEILING PLAN LEGEND

TEMPORARY

WALL & DOOR

*REFERS TO AD111 & AD112

CEILING TO BE

REMOVED

EXISTING CEILING

TO REMAIN

LIGHT TO BE

REMOVED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

NOT FOR

CONSTRUCTION

AD112

3RD FLOOR DEMOLITION CEILING

PLANGUIDON DESIGN INC.

1221 N PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

(317)-800-6388

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

(502)-326-3085

VA WICHITA - MED/SURG BEDS

FOR PATIENT PRIVACY

WICHITA, KANSAS

589-701

1 & 1C

5/22/2020

95% CONSTRUCTION

DOCUMENTS

Revisions: Date:

SCALE: 1/8" = 1'-0"AD112

1 3RD FLOOR DEMOLITION CEILING PLAN

SCALE: 1" = 100'-0"

KEYPLAN ISOMETRIC

REMOVE METAL PANEL

CLADDING AND

PORTIONS OF WALLS AS

NOTED ON PLANS

REMOVE INDICATED

WINDOWS, TYPICAL

REMOVE INDICATED

WINDOWS, TYPICAL

EXISTING METAL PANEL

CLADDING TO REMAIN

AT ROOF LEVEL

REMOVE BRICK

CLADDING AND

PORTIONS OF WALLS AS

NOTED ON PLANS TO

ACCOMMODATE

CORRIDOR CONNECTION

AD3012

AD301

- 1

0'

- 9

1/ 2"

AD301

REMOVE PARAPET TO

ACCOMMODATE NEW

ADDITION

REMOVE CONDUCTOR,

DOWNSPOUT TO REMAIN

REMOVE CONDUCTOR,

DOWNSPOUT TO REMAIN

AD301

TYP.

REMOVE BRICK

CLADDING AND

PORTIONS OF WALLS AS

NOTED ON PLANS TO

ACCOMMODATE NEW

OPENINGS

9 1 /2"

AD301

TYP.

SIM.

REMOVE PARAPET TO

ACCOMMODATE NEW

ADDITION

AD301

TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AD201

EXTERIOR ELEVATIONS -

DEMOLITIONGUIDON DESIGN INC.

1221 N PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

(317)-800-6388

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

(502)-326-3085

VA WICHITA - MED/SURG BEDS

FOR PATIENT PRIVACY

WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 1/4" = 1'-0"AD201

1 NORTH/SOUTH DEMOLITION WALL ELEVATION - 2ND AND 3RD FLOORS

NOT TO SCALEAD201

2 PERSPECTIVE MASSING - DEMOLITION

SCALE: 1/4" = 1'-0"AD201

3 NORTH/SOUTH DEMOLITION WALL ELEVATION - 1ST FLOOR

SCALE: 1/4" = 1'-0"AD201

4 EAST/WEST DEMOLITION ELEVATION - 2ND AND 3RD FLOORS

SCALE: 1/4" = 1'-0"AD201

5 EAST/WEST DEMOLITION ELEVATION - 1ST FLOOR

REMOVE WINDOW

COMPLETELY

REMOVE WINDOW

COMPLETELY

EXISTING

CONSTRUCTION TO

REMAIN

EXISTING

CONSTRUCTION TO

REMAIN

EXISTING

CONSTRUCTION TO

REMAIN

REMOVE BELLOWS TYP EJ

FLASHING

REMOVE 2X PRESSURE

TREATED NAILER

REMOVE

COUNTERFLASHING DRIP

EDGE OVER TERM. BAR

REMOVE ROOF

MEMBRANE FLASHING

REMOVE EXTERIOR 5/8"

SHEATHING ON 3-5/8"

MTL. STUDS

REMOVE TPO ROOFING

ON COVERBOARD AND

R-30 TAPERED

INSULATION, ROOF TO BE

KEPT IN PLACE UNTIL

ADDITION IS DRIED IN.

+/- 1' - 4 1/4"

+/- 1' - 4 1/4"

EXISTING PARAPET, ROOF

TO REMAIN

REMOVE PARAPET

COMPLETELY

INCLUDING VENEER,

METAL STUDS,

INSULATION AS

REQUIRED TO

ACCOMMODATE

NEW WORK

REMOVE ROOFING

ASSEMBLY COMPLETE

DOWN TO EXISTING

STRUCTURAL SLAB,

ROOF TO BE KEPT IN

PLACE UNTIL ADDITION IS

DRIED IN.

REMOVE BELLOWS TYP EJ

FLASHING

REMOVE 2X PRESSURE

TREATED NAILER

REMOVE

COUNTERFLASHING DRIP

EDGE OVER TERM. BAR

REMOVE ROOF

MEMBRANE FLASHING

REMOVE EXTERIOR 5/8"

SHEATHING ON 3-5/8"

MTL. STUDS

REMOVE TPO ROOFING

ON COVERBOARD AND

R-30 TAPERED

INSULATION, ROOF TO BE

KEPT IN PLACE UNTIL

ADDITION IS DRIED IN.

+/- 1' - 4 1/4"

- 1

0'

- 9

1/ 2"

EXISTING PARAPET, ROOF

TO REMAIN

EXISTING

STRUCTURE

EXISTING CONSTRUCTION

REMOVE BELLOWS TYP EJ

FLASHING

REMOVE 2X PRESSURE

TREATED NAILER

REMOVE

COUNTERFLASHING DRIP

EDGE OVER TERM. BAR

REMOVE ROOF

MEMBRANE FLASHING

REMOVE EXTERIOR 5/8"

SHEATHING ON 3-5/8"

MTL. STUDS

REMOVE TPO ROOFING

ON COVERBOARD AND

R-30 TAPERED

INSULATION , ROOF TO BE

KEPT IN PLACE UNTIL

ADDITION IS DRIED IN.

EXISTING STRUCTURE

REMOVE EXISTING WALL

CONSTRUCTION

INCLUDING METAL STUDS,

SHEATHING, INSULATION,

METAL PANELS, TO

ACCOMMODATE NEW

OPENING TO ADDITION.

SEE NEW WORK FOR

EXTENT OF REMOVAL.

REMOVE EXISTING

WINDOWS COMPLETELY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

NOT FOR

CONSTRUCTION

AD301

DEMOLITION WALL SECTIONS

GUIDON DESIGN INC.

1221 N PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

(317)-800-6388

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

(502)-326-3085

VA WICHITA - MED/SURG BEDS

FOR PATIENT PRIVACY

WICHITA, KANSAS

589-701

1 & 1C

5/22/2020

95% CONSTRUCTION

DOCUMENTS

Revisions: Date:

SCALE: 3/4" = 1'-0"AD301

1 DEMOLITION WALL SECTION 1

SCALE: 3/4" = 1'-0"AD301

4 DEMOLITION WALL SECTION 4

SCALE: 3/4" = 1'-0"AD301

2 DEMOLITION WALL SECTION 2

SCALE: 3/4" = 1'-0"AD301

3 DEMOLITION WALL SECTION 3

ARCHITECTURAL ABBREVIATIONS

SECTION REFERENCE

DRAWING NUMBER

SHEET

LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

NORTH ARROW

INCANDESCENT WALL MOUNTED LIGHTING

INCANDESCENT SURFACE MOUNT LIGHTING

SURFACE MOUNTED FLUORESCENT

RECESSED FLUORESCENT

HVAC RETURN AIR GRILLE

HVAC SUPPLY DIFFUSER

PENDANT LIGHT

ACCESS PANEL

EXIT LIGHTING

S D

SPEAKER

SMOKE DETECTOR

INCANDESCENT RECESSED LIGHTING

A 9'-0"

CEILING TAG CEILING TYPE

FINISHED CEILING HEIGHT

REFER TO CEILING LEGEND FOR MORE

INFORMATION

EXTENT OF REVISION

REVISION SET

MECH/ELEC ITEMS: REFER TO MEP SHEETS AS APPLICABLE

PROJECT BOUNDARY

REFLECTED CEILING PLAN SYMBOLS

DETAIL/DRAWING SCALE

TITLE OF DETAIL/DRAWING

DETAIL/DRAWING NUMBER

SHEET NUMBER

A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC CONCRETE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ANT ANTENNA

APPD APPROVED

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ATCH ATTACHMENT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BEV BEVEL

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM OR BENCHMARK

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C CELSIUS CHANNEL OR CHANNEL CELSIUS

C CONC CAST CONCRETE

C TO C CENTER TO CENTER

CAB CABINET

CB CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CLEANOUT

CO CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST CONCRETE STONE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CYLINDER LOCK

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEG NEGATIVE

NEUT NEUTRAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRP NONREMOVABLE

NS NARROW STILE

NUM NUMERAL

O/O OUT TO OUT

O OXYGEN

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OR OUTSIDE DIMENSION

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OF/OI OWNER FURNISHED/OWNER INSTALLED

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE RADIUS

ORD ORDNANCE OR OVERFLOW ROOF DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OUT OUTLET

OZ OUNCE

PAR PARALLEL OR PARAPET

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR PORTLAND CEMENT

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

POLY POLYETHYLENE (PLASTIC)

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMATIC TUBE, OR PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RISER

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE OR RUBBER BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR REFRACTORY REFRIGERATION OR REFRIGERATION

REFRACTORY

REG REGISTER

REINF REINFORCE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

W/ WITH

W/O WITHOUT

WARR WARRANTY

WBL WOOD BLOCKING

WC WALL COVERING OR WATER CLOSET

WC WL HNG WATER CLOSET, WALL HUNG

WCHR WATER CHILLER

WCL WL MTD WATER COOLER, WALL HUNG

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WFAB WALL FABRIC

WFR WOOD FRAME

WFS WOOD FURRING STRIPS

WH WATER HEATER

WHSE WAREHOUSE

WLD WELDED

WM WIRE MESH

WP WATERPROOFING

WPD WATER PRESSURE DROP

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WS WEATHERSTRIP

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XPS EXTRUDED POLYSTYRENE BOARD (INSULATION)

YD YARD

YR YEAR

GENERAL CONSTRUCTION NOTES

THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

MODEL (BIM) HAS BEEN DEVELOPED FOR DESIGN COMMUNICATION. THE MODEL

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE ARCHITECT AND OWNER’S REPRESENTATIVE/COR.

CONTRACTOR SHALL PROVIDE THE HIGHER GRADE OF QUALITY AND/OR GREATER

QUANTITY OF WORK WHEN BIDDING IF A CLARIFICATION CAN NOT BE OBTAINED BY

THE BID DUE DATE.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE OF WORK WITH OWNER’S

REPRESENTATIVE/COR AND VARIOUS FACILITY PERSONNEL INVOLVED WITH UTILITY

SHUT DOWN, INFECTION CONTROLS, OCCUPANT/EMPLOYEE SAFETY, ACCESS

CONTROL, ETC.

ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, THE FULL SCOPE OF THE PROJECT

LIMIT OF BOUNDARY REQUIRES COORDINATION WITH THE DESIGN SCOPE OF WORK

AND ACCESS TO EXISTING UTILITIES FOR TIE IN.

DRAWINGS ARE PREPARED FROM FIELD VERIFICATION, EXISTING FACILITY DRAWING

BASE FILES, AND USING DIMENSIONS, CONFIGURATIONS AND DETAILS OF SPECIFIC

MANUFACTURERS AS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ACTUAL DIMENSIONS, THE COORDINATION OF THE DETAILS WITH

THE PRODUCTS WHICH ARE PROVIDED PER THE SCOPE OF THE SPECIFICATIONS AND

THE SURROUNDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS,

ROUGH-IN DIMENSIONS, CONNECTIONS, AND OVERALL INSTALLATION

REQUIREMENTS.

CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE ENTIRE SCOPE OF

WORK OUTLINED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE

FOR THE COORDINATION OF ALL SUB-CONTRACTORS AND THE SCOPE OF WORK

THEY PROVIDE. SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR FULL SCOPE OF

WORK WITHIN THE CONTRACT DOCUMENTS, TRADES ARE NOT SEGMENTED TO ONLY

CERTAIN SHEETS AND SPECIFICATIONS, CROSS COORDINATION IS REQUIRED.

CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR

UNDERSTANDING INFORMATION OUTLINED IN THE SPECIFICATIONS, KEY NOTES,

GENERAL NOTES, LEGEND, CODES, ETC., PROVIDED IN THE CONTRACT DOCUMENTS.

CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR PROVIDING

AND MAINTAINING SMOKE/FIRE RATINGS OF NEW CONSTRUCTION AND EXISTING

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS INCLUDES PATCHING

PENETRATIONS IN SHAFTS, WALLS, SLABS AND ROOF. ONLY U.L. APPROVED

METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS SHOW

INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL

CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL MECHANICAL, PLUMBING

AND ELECTRICAL EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND

STRUCTURAL DETAILING OF SHAFTS, CHASES, CEILING CONSTRUCTION, ETC.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IDENTIFIED AND NOT

IDENTIFIED IN THE CONTRACT DOCUMENTS WITH THE EXISTING AND NEW

CONSTRUCTION ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

BETWEEN THE CONTRACT DOCUMENTS, INSTALLED AND UNINSTALLED

CONSTRUCTION BEFORE THE ORDERING OF MATERIALS AND EQUIPMENT. NOTIFY

ARCHITECT AND OWNER’S REPRESENTATIVE/COR OF ANY DISCREPANCIES OR

MISSING DIMENSIONS.

DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR GENERAL

ORIENTATION AND CONTEXT ONLY.

THE TERM "ALIGN" MEANS TO INSTALL DIFFERENT/SIMILAR COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

ALL DIMENSIONS INDICATED ARE TO FACE OF EXISTING MEMBERS, FACE OF NEW

STRUCTURAL MEMBERS, FACE OF NEW MASONRY, FACE OF NEW STUDS OR COLUMN

GRID LINES UNLESS NOTED OTHERWISE.

FLOOR ELEVATION 100’-0” IS EQUAL TO THE FINISH FLOOR SLAB OF THE EXISTING

SLAB FLOOR CONSTRUCTION UNLESS OTHERWISE NOTED.

ROUGH OPENINGS SHALL ALLOW FOR SHIM SPACE.

CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

“TYPICAL” OR “SIMILAR” EACH INSTANCE THAT IS THE SAME IN NATURE TO THE

DETAIL, AREA, OR ITEM REFERENCED.

PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, NECESSARY BLOCKING AND ROUGH-IN.

INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND

EQUIPMENT TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

DELIVERY AND ROUGH-IN.

ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY CALLED

OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND

HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL

UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO

UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE

OWNER.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT CONSTRUCTION,

FINISHES, EQUIPMENT, AND TRAVEL ROUTE TO AND FROM THE CONSTRUCTION SITE.

ANY DAMAGE OR UNACCEPTABLE WEAR BY THE CONSTRUCTION TEAM SHALL BE

REPAIRED/REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.

IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

QUALITY OF WORK, AS DETERMINED BY THE COR, SHALL BE PROVIDED.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND COORDINATING HARDWARE,

ACCESS CONTROL AND AUTOMATIC OPERATORS ARE PROVIDED WITH COMPLETE

AND COMPATIBLE SYSTEMS REQUIRED FOR THEIR OPERATION. REFER TO DOOR

HARDWARE SCHEDULE, HARDWARE SPECIFICATIONS, AUTOMATIC OPERATOR

SPECIFICATIONS, ACCESS CONTROL SPECIFICATIONS AND ELECTRICAL DRAWINGS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

D DEPTH OR PENNY (NAIL)

D LABEL CLASS D DOOR

DAT DATUM

DB DECIBEL

DBL DOUBLE

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL DIAGRAM OR DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOZ DOZEN

DN DOWN

DR DOOR, DRAIN, DRESSING ROOM, OR DRIVE

DS DOWNSPOUT

DSGN DESIGN

DW DISHWASHER

DWG DRAWING

DWTR DUMBWAITER

E EAST

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESC ESCAPE OR ESCUTCHEON

ESCAL ESCALATOR

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

ETS EXPOSE TO STRUCTURE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FH FLAT HEAD OR FLAT HEAD SCREWS

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHP FULL HEIGHT PARTITION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIL FILLET

FIN FINISH

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLUOR FLUORESCENT

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF STUD

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIRE PROTECTION OR FIREPROOF

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT, OR FRAME

FR SNK FLUSHING RIM SINK

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER OR FIBERGLASS

REINFORCED PLASTIC

FRZ FREEZER

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FURN FURNISH OR FURNITURE

FUT FUTURE

FWC FABRIC WALLCOVERING

GA GAGE OR GYPSUM ASSOCIATION

GAL GALLON

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GFRC GLASS-FIBER-REINFORCED CONCRETE

GFRG GLASS-FIBER-REINFORCED GYPSUM

GFRP GLASS-FIBER-REINFORCED PLASTIC

GI GALVANIZED IRON

GL GLASS

GLU LAM GLUED LAMINATED WOOD

GR FL GROUND FLOOR

GRAN GRANITE

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

GUT GUTTER

GYP GYPSUM

H HIGH

H PLAM HIGH PRESSURE PLASTIC LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HDBD HARDBOARD

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGER

HM HECTOMETER OR HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH PRESSURE OR HORSEPOWER

HS HEAT-STRENGTHENED (GLASS) OR HIGH STRENGTH

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

HVY HEAVY

HW HOT WATER

HYD HYDRANT

HYDR HYDRAULIC

I INTERSTATE (HIGHWAY) OR MOMENT OF INERTIA

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

INCL INCLUDED

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

IRMA INVERTED ROOF MEMBRANE ASSEMBLY

IWH INSTANTANEOUS WATER HEATER

JAN JANITOR

J-BOX JUNCTION BOX

JT JOINT

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L ANGLE

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD BRG LOAD-BEARING

LDR LEADER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE OR LEFT HAND REVERSE

LATENT HEAT RATIO

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMST LIMESTONE

LNDSCP LANDSCAPE

LR LIVING ROOM

LRG LARGE

LRV LOUVERED ROOF VENT

LS LUMP SUM

LT LIGHT

LT GA LIGHT GAGE

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING CONCRETE

LYR LAYER

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MAN MANUAL

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MCB METAL CORNER BEAD

MD DECK

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDICAL MEDIUM OR MEDIUM MEDICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMB MEMBRANE

MEMO MEMORANDUM

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM MINUTE OR MINUTE MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH

MLDG MOLDING (MOULDING)

MLWK MILLWORK

mm MILLIMETER

MO MASONRY OPENING OR MOTOR OPERATED

MOD MODEL, MODIFY OR MODULE

MOD BIT MODIFIED BITUMEN

MON MONITOR

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

ARCHITECTURAL SYMBOLS

X X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

BUILDING X

XXXX

X

XXXX

ELEVATION REFERENCES

NEW WALL

S3.A2

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL STUD / BLOCK SIZE

INDICATES CONSTRUCTION

INDICATES TOP OF WALL CONDITION

REFER TO WALL LEGEND FOR MORE INFORMATION

TEMPORARY IC

BARRIER WALL

CONSTRUCTION

ROOM TAG

1 PLAN NOTE

ALTERNATE/BID DEDUCT ITEM

PT-1 FINISH INDICATION

A FRAME / WINDOW

T GLAZING

EQUIPMENT/FURNITURE TAG

NEW DOOR

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE CEILING

SB SPLASH BLOCK

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SC SHADING COEFFICIENT OR SOLID CORE

SCH SCHOOL

SCHED SCHEDULE

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SCWD SOLID CORE WOOD DOOR

SD SHOP DRAWINGS, SMOKE DETECTOR OR SOAP

DISPENSER

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHR SHOWER

SHR HD SHOWER HEAD

SHRD SHOWER DRAIN

SHT SHEET

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SK SKETCH

SKLT SKYLIGHT

SLD WDW HORIZONTAL SLIDING WINDOW

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

S SOUTH

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER OR SERVICE SINK

SST STAINLESS STEEL

ST STAIRS OR STREET

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIF STIFFENER

STL STEEL

STL LNTL STEEL LINTEL

STL RF DK STEEL ROOF DECK

STL TB STEEL TUBE

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

TA TOILET ACCESSORY

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TCA TILE COUNCIL OF AMERICA

TCP TELEPHONE CONTROL PANEL OR TEMPERATURE

CONTROL PANEL OR TRAFFIC CONTROL PLAN

TD TOWEL DISPENSER

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

TER TERRAZZO

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TK BD TACKBOARD

TMPD TEMPERED

TN TRUE NORTH

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TRANS TRANSOM

TRANS WD FIN TRANSPARENT WOOD FINISH

TRTD TREATED

TS TENSILE STRENGTH OR TUBE STEEL

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT

UCD UNDERCUT DOOR

UGND UNDERGROUND

UL UNDERWRITERS LABORATORIES

ULT ULTIMATE

UNFIN UNFINISH

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV ULTRAVIOLET

V VOLT

VAC VACUUM

VAR VARIES

VCT VINYL COMPOSITION TILE OR VITRIFIED CLAY TILE

VEH VEHICLE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VFAT VINYL FACED ACOUSTICAL TILE

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VNR VENEER

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VOLT VOLTAGE

VP VENEER PLASTER

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

REVISION TO PLAN CALLOUT

WALLS

101 DOOR TAG

KEY NOTE TAGS

WALL TAG : REFER TO WALL LEGEND FOR MORE

INFORMATION

DOORS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE001

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONSGUIDON DESIGN INC.

1221 N PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

(317)-800-6388

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

(502)-326-3085

VA WICHITA - MED/SURG BEDS

FOR PATIENT PRIVACY

WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

WALL TYPES LEGEND AND GENERAL NOTES

A. ALL WALLS WILL BE WALL TYPS S3A.Gi UNLESS OTHERWISE NOTED.

B. ALL WALL TYPE INDICATORS REFER TO THIS SHEET UNLESS OTHERWISE

NOTED.

C. REFER TO DIMENSION PLANS FOR PARTITION TYPE LOCATIONS.

PARTITIONS ARE DISTINGUSHED ON PLANS BY SYMBOL DESIGNATION

GRAPHIC DESIGNATION, OR A COMBINATION OF BOTH. NOT ALL

PARTITIONS ON THIS SHEET MAY BE USED. REFER TO PARTITION TYPE

SCHEDULE ON THIS SHEET FOR PARTITIONS USED ON THIS PROJECT.

D. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, FACE OF

EXISTING FINISH, OR TO FACE OF BLOCK.

E. ALL WALLS TO BE 16" O.C. UNLESS OTHERWISE NOTED.

F. REFER TO SPECIFICATIONS AND TO TABLE ON THIS SHEET FOR MINIMUM

STUD GAUGE, MAXIMUM SPACING AND ALLOWABLE LIMITING HEIGHT

DEFLECTION CRITERIA FOR GYPSUM BOARD ASSEMBLIES AND REQUIRED

FINISHES. FOR WALLS WHERE STUDS ARE ATTACHED TO STRUCTURE

ABOVE, PROVIDE CROSS BRACING AS NECESSARY MEETING THE CRITERIA

INDICATED TO ACCOMMODATE THE SPECIFIED DEFLECTION CRITERIA OF

THE WALL.

G. ALL INTERIOR NON-BEARING STUDS TO BE DESIGNED FOR A DEFLECTION

EQUAL TO BUT NOT GREATER THAN L/240, UNLESS FULL HEIGHT FINISH IS

DETERMINED TO BE FRAGILE OR BRITTLE, THEN DEFLECTION TO BE L/360.

EXAMPLES OF FRAGILE FINISHES WOULD INCLUDE BUT NOT LIMITED TO

ANY TYPE OF WALL TILE, PLASTER OR PLASTER SKIM COAT.

H. ALTHOUGH WALL STUD SIZES ARE LISTED ON PLANS, IN AREAS WHERE

STUDS ARE TO STRUCTURE ABOVE OR HIGH AREAS, CONTRACTOR TO

VERIFY SIZED INDICATED IS ADEQUATE FOR HEIGHT LISTED. PROVIDE

ADEQUATE SIZE STELL STUD FRAMING AND NOTIFY ARCHITECT OF ANY

DISCREPANCY PRIOR TO FABRICATION OR INSTALLATION.

I. KING STUDS AT DOOR FRAMES TO BE 18 GA. UNLESS OTHERWISE NOTED.

J. PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD FOR ALL WALL

CONSTRUCTION, UNLESS OTHERWISE NOTED.

K. PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD IN BULKHEAD CONSTRUCTION.

L. REFER TO LIFE SAFETY PLANS FOR LOCATOINS AND RATINGS OF SMOKE

AND FIRE RATED PARTITIONS. REFERENCE TEST NUMBERS APPLY ONLY TO

PARTITIONS INDICATED TO BE RATED.

M. FIRE RATING TEST NUMBERS ARE FOR UNDERWRITER'S LABORATORIES

(UL) ASSEMBLIES UNLESS OTHERWISE NOTED.

N. FIRE RESISTANT RATED PARTITIONS SHALL EXTEND TO THE INSIDE FACE

OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS.

O. SEAL ALL OPENINGS, GAPS, PENETRATIONS, AND JOINTS IN PARTIONS

TYPES AS FOLLOWS:

a. FIRE RATED PARTITIONS: SEAL IN ACCORDANCE WITH THE

REQUIREMENTS SPECIFIED FOR THROUGH PENETRATION

FIRESTOP SYSTEMS AND FIRE RESISTIVE JOINT SYSTEMS.

b. SMOKE TIGHT PARTITIONS: SEAL COMPLETELY WITH

ELASTOMERIC SEALANT. FOR THE LOCATION AND EXTENT OF

PARTITIONS, DESIGNATED AS "SMOKE TIGHT", REFER TO THE LIFE

SAFETY DRAWINGS.

c. ALL OTHER LOCATIONS: SEAL AS INDICATED AND REQUIRED

ELSEWHERE BY THE CONTRACT DOCUMENTS.

P. INSULATION HEAD CONDITIONS AT FLOOR / ROOF DECK:

a. FIRE RESISTANT RATED PARTITIONS SHALL USE MINERAL WOOL

INSULATION AND APPROPRIATE FIRE RATED SEALANT.

b. NON-RATED PARTITIONS REQUIRING SOUND ATTENUATION SHALL

USE SOUND ATTENUATION BATTS (SAB).

Q. PROVIDE STENCILED IDENTIFICATION FOR RATED PARTITIONS.

R. STC RATING APPLIES WHERE PARTION TAG QUALIFIER INDICATES WITH AN

"i". PROVIDE SOUND ATTENUATION BATTS OF THICKNESS INDICATED ON

SCHEDULE WHERE INDICATED BY QUALIFIER.

S. FOR PARTITIONS WITH STC RATINGS INDICATED SOUND ATTENUATION

BATTS TO EXTEND FULL HEIGHT OF PARTITION UNLESS OTHERWISE

NOTED. FLOOR TRACK TO BE SET IN A CONTINUOUS BED OF SEALANT.

T. WHERE PARTITION TYPE INDICATES SOUND ACOUSTICAL BAT, WITH FINISH

BOARD GOING TO DECK ON ONE SIDE ONLY, PROVIDE VAPOR BARRIER TO

SECURE INSULATION IN PLACE.

U. PROVIDE 5/8" MOISTURE/MOLD RESISTANT GYPSUM BOARD IN SOILED

ROOMS, BATHROOMS, TOILET ROOMS, ON WALLS BEHIND PLUMBING

FIXTURES, AND IN ALL WET LOCATIONS EXCEPT IN SHOWER AREA.

V. PROVIDE 5/8" CEMENTITIOUS BACKER BOARD BEHIND CERAMIC WALL TILE &

SHOWER AREA. COORDINATE LOCATIONS WITH FINISH WALL PLANS.

W. PROVIDE CORNER AND END WALL FRAMING AS DETAILED ON THIS SHEET.

WALL TAG LEGEND X#X.#

INDICATES STRUCTURAL MATERIAL

CH = SHAFT WALL

F = FURRING

S = STEEL

M = MASONRY

W = WOOD

INDICATES NOMINAL SIZE

INDICATES STRUCTURE AND

FINISH HEIGHTS

QUALIFIER'S (X-X-X)

G GYPSUM BOARD FINISH

1SB 1 HR RATED SMOKE BARRIER

2SB 2 HR RATED SMOKE BARRIER

1F 1 HR FIRE RATED

2F 2 HR FIRE RATED

i SOUND INSULATION t THERMAL INSULATION

B BULLET RESISTANT

L LEAD LINED

M MESH (STEEL SECURITY MESH)

MR MOIST/MOLD RESISTANT GYPSUM

MS MAGNETIC SHIELDED WALL

SP SMOKE PARTITION

TB TILE BACKER CEMENT BOARD

A = STRUCTURE TO DECK, FINISH TO DECK

B = STRUCTURE TO DECK, FINISH ONE SIDE TO DECK

C = STRUCTURE TO DECK, FINISH TO ABOVE CEILING

D = STRUCTURE TO ABOVE CEILING, FINISH TO ABOVE CEILING

P = PARTIAL HEIGHT WALL

U = STRUCTURE TO UNDERSIDE OF CELING, FINISH TO UNDERSIDE OF CEILING

*SEE WALL TYPES FOR PROJECT SPECIFIC CONSTRUCTION

CH

2 1/2" 4" 6"

F 7/8

1 1/2" 2 1/2" 3 5/8"

4" 6" 8"

12"

S

2 1/2" 3 5/8"

4" 6" 8"

12"

M

2 5/8" 3 5/8" 5 5/8" 7 5/8"

11 5/8"

W

3/4"

3 1/2"

5 1/2" 7 1/4"

11 1/4"

3"

3" 1 HR FIRE/SMOKE

10'-0" MAX 10'-0" MAX

A. LETTERED STENCILS SHALL BE APPLIED TO EACH SIDE OF RATED PARTITIONS

AT 10'-0" INTERVALS; BUT NO LESS THAN ONCE PER PARTITION LENGTH.

B. USE THE FOLLOWING LANGUAGE FOR STENCILS:

"1 HR FIRE/SMOKE" "1 HR FIRE"

"2 HR FIRE/SMOKE" "2 HR FIRE"

"LIMIT TRANSFER OF SMOKE"

PERMANENT RED PAINT

LETTERING, TYP.

CEILING LINE

STENCILING NOTESWALL TYPES

S2A.G 2 1/2"

WALL TAG STRUCTURAL

SIZE FINISH DIM FIRE RATING UL DESIGN MIN STC

RATING

3 3/4" NA NA NA

COMMENTS

S3A.G 3 5/8" 4 7/8"

NA

NANANANA

S6A.G 6" 7 1/8" NANANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

STEEL STUD BRACING @ 4'-0" O.C.

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

S2D.G 2 1/2"

WALL TAG STRUCTURAL

SIZE FINISH DIM FIRE RATING UL DESIGN MIN STC

RATING

3 3/4"" NA NA NA

COMMENTS

S3D.G 3 5/8" 4 7/8""

NA

NANANANA

S6D.G 6" 7 1/8"" NANANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

STEEL STUD BRACING @ 4'-0" O.C.

CEILING

6"

CH2A.1F 2 1/2"

WALL TAG STRUCTURAL

SIZE FINISH DIM FIRE RATING UL DESIGN MIN STC

RATING

3 1/8" 1 HR. U499 42

COMMENTS

CH4A.1F 4" 4 5/8"

NA

NA47U4991 HR.

CH6A.1F 6" 6 5/8" NA47U4991 HR.

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

STRUCTURAL DIMENSION

5/8"

FINISH DIMENSION

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

CH STEEL STUDS @ 24" O.C.

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

FILL FLUTES OF DECK WITH FIRE SAFING

AT FIRE RATED WALLS

1" TYPE C GYP LINER PANEL

INSULATION PRESENT WITH QUALIFER (i OR t)

1"

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

INSULATION PRESENT WITH QUALIFER (i OR t)

F2D.G 2 1/2"

WALL TAG STRUCTURAL

SIZE FINISH DIM FIRE RATING UL DESIGN MIN STC

RATING

3 1/8" NA NA NA

COMMENTS

F3D.G 3 5/8" 4 1/4"

NA

NANANANA

F6D.G 6" 6 5/8" NANANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

STRUCTURAL DIMENSION

5/8"

FINISH DIMENSION

STEEL STUD BRACING @ 4'-0" O.C.

CEILING

6"

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

INSULATION PRESENT WITH QUALIFER (i OR t)

EXISTING WALL / COLUMN, VIF.

F0D.G 7/8" 1 1/2" NA NA NA

F1D.G 1 1/2" 2 1/8"

HAT CHANNEL @ 24" O.C.

NANANA HAT CHANNEL @ 24" O.C.

INSULATION PRESENT WITH QUALIFER (i OR t)

WALL TAG STRUCTURAL

SIZE FINISH DIM FIRE RATING UL DESIGN MIN STC

RATING COMMENTS

S3A.1F 3 5/8" 4 7/8" NA40U4651 HR.

S6A.1F 6" 7 1/8" NA40U4651 HR.

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

STEEL STUD BRACING @ 4'-0" O.C.

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

FILL FLUTES OF DECK WITH FIRE SAFING

AT FIRE RATED WALLS

INSULATION PRESENT WITH QUALIFER (i OR t)

S3A.1SB 3 5/8" 4 7/8" NA40U4651 HR.

S6A.1SB 6" 7 1/8" NA40U4651 HR.

CH2A.2F 2 1/2"

WALL TAG STRUCTURAL

SIZE FINISH DIM FIRE RATING UL DESIGN MIN STC

RATING

3 3/4" 2 HR. U415 37

COMMENTS

CH4A.2F 4" 5 1/4"

NA

NA48U4152 HR.

CH6A.2F 6" 7 1/4" NA48U4152 HR.

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

STRUCTURAL SIZE

1 1/4"

FINISH DIMENSION

5/8" TYPE X GYP BD (2 LAYERS)

BEAD OF CONT. SEALANT

CH STEEL STUDS @ 24" O.C.

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

FILL FLUTES OF DECK WITH FIRE SAFING

AT FIRE RATED WALLS

1" TYPE C GYP LINER PANEL

1"

INSULATION PRESENT WITH QUALIFER (i OR t)

SSMA NON-COMPOSITE STUDS

NOTE:

• TYPICAL LIMITING HEIGHTS-INTERIOR PARTITIONS, L/240 (5 PSF), WITH 5/8"GYPSUM BOARD EACH SIDE.

• PROVIDE DIAGONAL STUD BRACING AT ALL NON FULL HEIGHT INTERIOR PARTITIONS STAGGERED AT 48" O.C. TO DECK ABOVE. PROVIDE

STUD ATTACHMENT TO DECK W/ MIN. SPAN OF 2 DECK FLUTES. BRACING TO BE THE SAME SIZE AND GAUGE AS VERTICAL STUDS.

25 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 6'-11"1-5/8"

24" L/240 6'-0"162S125-18

16" L/240 9'-6"2-1/2"

24" L/240 8'-4"250S125-18

16" L/240 12'-5"3-5/8"

24" L/240 10'-10"362S125-18

16" L/240 13'-9"4"

24" L/240 12'-0"400S125-18

22 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 8'-1"1-5/8"

24" L/240 7'-1"162S125-27

16" L/240 11'-2"2-1/2"

24" L/240 9'-9"250S125-27

16" L/240 14'-6"3-5/8"

24" L/240 12'-8"362S125-27

16" L/240 16'-1"4"

24" L/240 14'-0"400S125-27

20 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 8'-4"1-5/8"

24" L/240 7'-3"162S125-30

16" L/240 11'-7"2-1/2"

24" L/240 10'-1"250S125-30

16" L/240 15'-0"3-5/8"

24" L/240 13'-1"362S125-30

16" L/240 16'-8"4"

24" L/240 14'-7"400S125-30

16" L/240 22'-4"6"

24" L/240 19'-6"600S125-27

16" L/240 23'-1"6"

24" L/240 20'-2"600S125-30

18 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 13'-0"2-1/2"

24" L/240 11'-5"250S125-43

16" L/240 17'-5"3-5/8"

24" L/240 15'-3"362S125-43

16" L/240 18'-10"4"

24" L/240 16'-5"400S125-43

16" L/240 26'-1"6"

24" L/240 22'-10"600S125-43

HIGH PRIORITY PARTITION

LOWER PRIORITY PARTITION

HIGH PRIORITY CEILING /

ROOF ASSEMBLY

LOWER PRIORITY PARTITION

RATING

3 HOUR ASSEMBLY

2 HOUR ASSEMBLY

1 HOUR ASSEMBLY

SMOKE-RATED ASSEMBLY

NON-RATED ASSEMBLY

PRIORITY

NOTE: LOWER NUMBER, HIGHER PRIORITY

TOP OF METAL DECK OR CONCRETE

FIRE CAULKING AS REQUIRED BY UL# HWS0001

(BY FRAMING CONTRACTOR)

PACK FLUTES OF DECK WITH FIRE SAFING AS

REQUIRED PER UL# HWS0001

Z-CLIPS 2" WIDTH

BOTTOM OF METAL DECK

LIGHT GAUGE FRAMING DEFLECTION TRAK,

CONFORMING TO UL# HW-D-0060

5/8" TYPE X GYP. BD. EACH SIDE OF STUD

SCRIBED TO DECK UL# U465

METAL STUD

PARALLEL NOTE:

NON-RATED CONSTRUCTION SIMILAR W/O

FIRE SAFING & SCRIBING BYP. BD. TO DECK

6"

TOP OF METAL DECK OR CONCRETE

FIRE CAULKING AS REQUIRED BY UL# HWS0001

(BY FRAMING CONTRACTOR)

PACK FLUTES OF DECK WITH FIRE SAFING AS

REQUIRED PER UL# HWS0001

Z-CLIPS 2" WIDTH

BOTTOM OF METAL DECK

LIGHT GAUGE FRAMING DEFLECTION TRAK,

CONFORMING TO UL# HW-D-0060

5/8" TYPE X GYP. BD. EACH SIDE OF STUD

SCRIBED TO DECK UL# U465

METAL STUD

PERPENDICULAR NOTE:

NON-RATED CONSTRUCTION SIMILAR W/O

FIRE SAFING & SCRIBING BYP. BD. TO DECK

1 HR FIRE RATED

WALL RATING LEGEND

SMOKE RESISTIVE HAZARDOUS AREA

2 HR FIRE RATED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE002

WALL TYPES

GUIDON DESIGN INC.

1221 N PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

(317)-800-6388

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

(502)-326-3085

VA WICHITA - MED/SURG BEDS

FOR PATIENT PRIVACY

WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 1 1/2" = 1'-0"AE002

1 RATED WALL PRIORITY

SCALE: 1 1/2" = 1'-0"AE002

2 DEFLECTION TRACK

WALL TYPE SCHEDULE

WALL TYPES USED IN THIS PROJECT

CH2A.2F

CH4A.1F

F2D.G

F2D.MR

F3A.G F3D.G

F3D.MR

S3A.1F S3A.Gi S6A.G S6A.Gi M8A.2F

UP

AE311

0 3 /4"

6"

8"

6"

2"

2' - 0" 10' - 0" 17' - 8" 24' - 0" 17' - 2"

8"

10' - 7 1/2" 20' - 8 3/4" 25' - 1 1/4"

9'

- 9

3/ 4"

7 1 /4"

3"

+/- 10' - 7 1/2"

3' - 2"

+/- 8' - 9 3/4" 9' - 5" 10' - 5" 8' - 4" 8' - 1 1/4"

5' - 8"

12' - 10 3/4"

5'

- 1

0 1 /2"

6'

- 5

9'

- 4

6'

- 1

0"

12' - 10 1/8" 7' - 10 11/16" 13' - 2 7/16"

DASHED LINE INDICATES

EXTENT OF PET/CT

ROOM BELOW

- 9

2 3

/4" 6'

- 5

8'

- 5

3/ 4"

AE301

AE301

AE301 TO #34 2ND FLOOR

2' - 9"

3'

- 2

DN

DN

AE501

DN

5' - 3 3/4" 11' - 1" 8' - 5" 14' - 11 1/4" 5' - 3" 13' - 6 1/2"

6'

- 7

1/ 4"

2" 7'

- 4 3/

4"

3' - 5"

3 1 /2"

3 1 /2"

4' - 0" 5' - 3 1/4"

AE501

AE501

AE501

AE501

AE501

4' - 6" 3' - 0" 5' - 10" 3' - 0" 8' - 4" 3' - 0" 5' - 0" 3' - 0" 10' - 8"

6'

- 0

3'

- 0

2" 3'

- 0

4' - 4" 3' - 0"

2' - 8"

4'

- 8

3'

- 0

6'

- 0

3'

- 0

8'

- 8

3'

- 0

7"

AE101

AE101

TYP.

AE101

TYP.

TYP.

3'

- 8

2' - 7 1/2" 11 1/2"

1' - 0" 1' - 0" 1'

- 6

F.O.B.

F.

O.

B.

F.O.B.

F.

O.

B. M .O. M.O. M.O. M.O.

M.

O.

M.

O.

M .O.

M.

O.

M.

O.

M.

O.

TYP.

TYP.

5'

- 7 1/

2"

3 3

/4" 5'

- 5

3"

1'

- 0

3/ 4"

1/

2" 5'

- 5

TYP.

2' - 8 3/4"

5'

- 0

4' - 0"

2ND FLOOR

ADDITION

SHADE INDICATES

EXISTING AREA BEYOND

PRIMARY SCOPE OF

WORK, TYPICAL

1ST FLOOR

2ND FLOOR

3RD FLOOR

3RD FLOOR

ADDITION

AREA OF RENOVATION

BUILDING 1C

BUILDING 1

AREA OF RENOVATION

DIMENSION FLOOR PLAN GENERAL NOTES

DIMENSION FLOOR PLAN NOTES

ALIGN FINISH FACE OF NEW WALL WITH FACE OF EXISTING CONSTRUCTION,

BOTH SIDES WHERE APPLICABLE. PROVIDE SEAMLESS TRANSITION.

ALIGN WALLS.

PROVIDE RATED EXTERIOR 1 HR WALL AS REQUIRED PER GI101, BASIS OF

DESIGN UL U 419.

VERIFIED DRAWINGS WITH DIMENSIONS WERE NOT AVAILABLE DURING

DESIGN. WHERE +/- IS INDICATED, COORDINATE WITH VA AND AE ACTUAL

DIMENSIONS.

NEW WALL SHALL BE CONSTRUCTED AT EDGE OF CONCRETE SLAB.

NEW WALLS TO FRAME BRACED FRAMES, SEE STRUCTURAL.

CENTERLINE OF BED.

SEE ENLARGED PATIENT ROOM PLAN 2/AE502 FOR TYPICAL INFORMATION

ON DIMENSIONS, FINISHES, AND EQUIPMENT.

A

B

C

D

E

F

G

H

I

J

K

L

M

ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY

UNLESS NOTED OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR "CLEAR"

INDICATE A CLEAR DIMENSION FROM FACE OF FINISH TO FACE OF FINISH.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS

AFFECTED BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT.

PROVIDE CONTROL JOINT ON CONTINUOUS GYPSUM BOARD WALLS

GREATER THAN 30' LONG.

PROVIDE CONTROL JOINTS AT CORNERS OF DOORS OR WINDOWS.

WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF STUD

FRAMING AT CORNERS UNLESS OTHERWISE NOTED.

ALL NEW PARTITIONS ARE WALL TYPE S3A.Gi UNLESS NOTED OTHERWISE.

REFER TO WALL TYPE GENERAL NOTES AE002 FOR WALL BOARD MATERIAL.

NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT

REQUIRE GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.

REFER TO WALL TYPE F3D.G.

COLUMN DIMENSIONS ARE FOR REFERENCE AND SHALL BE VERIFIED IN THE

FIELD.

PROVIDE WALL TYPE F1D.G AS COLUMN WRAP AT ALL EXPOSED COLUMN

FACES UNLESS OTHERWISE NOTED. MINIMIZE ENCROACHMENT INTO SPACE.

REFER TO AE002 FOR WALL TYPE DESCRIPTIONS.

REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR

TOILET AND BATH ROOMS.

DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH

FIELD CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION STRING

MUST BE MAINTAINED.

PROVIDE BLOCKING AND STRAPPING FOR WALL MOUNTED CASEWORK,

FURNITURE, AND ACCESSORIES. COORDINATE WITH FLOOR PLANS,

SCHEDULES, ELEVATIONS, AND ENGINEERING DRAWINGS FOR FULL SCOPE

OF WORK.

*REFERS TO AE101 & AE103

*REFERS TO AE101 & AE103

STRUCTURAL COLUMN,

SEE STRUCTURAL

*NOT ALL FIREPROOFING OF

STRUCTURAL MEMBERS IS

SHOWN ON ALL DRAWINGS.

CONTRACTOR SHALL

PROVIDE FIRE RATING PER

CODE ANALYSIS SHEET

GI101

1 1/2" APPROX.

THICKNESS OF SPRAY

APPLIED FIRE RESISTIVE

MATERIAL (2 HR RATING)

STRUCTURAL BRACING,

SEE STRUCTURAL

3 5/8" METAL STUDS @ 16"

O.C. MAX. OFFSET AROUND

STRUCTURAL ELEMENTS TO

MINIMIZE SIZE OF

ENCLOSURE, TYPICAL

5/8" TYPE 'X' GWB

WHERE RATED WALLS ARE SHOWN TO BYPASS

STRUCTURAL ELEMENTS, PROVIDE 5/8" TYPE 'X' GWB

AND FINISH RATED ASSEMBLY PRIOR TO INSTALLATION

OF ADJACENT ELEMENTS. IF ASSEMBLY IS NOT

COMPLETE OR CANNOT BE COMPLETED TO BYPASS

ELEMENTS AS SHOWN, CONTRACTOR SHALL ENLARGE

RATED ENCLOSURE TO INCLUDE ADJACENT ELEMENTS

TO PROVIDE A SATISFACTORY RATED ASSEMBLY.

STRUCTURAL COLUMN,

SEE STRUCTURAL

1 1/2" APPROX.

THICKNESS OF SPRAY

APPLIED…