ATTACHMENT 16 - SEED 3_PROJECT 619A4-25-102_100 FINAL DWGs.pdf

CAMPUS MAP

GI002

SD JL

o n e e i g h t h i n c o e f o t t h r e e i n c h e s o t o n e a d a l f i n c h e o t o n e i n o t t h r e e q u a r t e r s i n o t o n e h a l f i n o t t h r e e e i g h t h s i n o t o n e q u a r t e r i n o t

VA FORM 08-6231, OCT 1978

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A

B

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Drawing Title Project Title

Checked

Building Number

Drawn

Revisions: Date

Date

Project No.

Drawing No.

Location

Sheet of

FINAL

FULLY SPRINKLERED

V e t e r a n s

A f f a i r s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

TUSKEGEE, ALABAMA

2024.09.01

619A4-25-102

CORRECT EGRESS DOOR

DEFICIENCIES

D a t e

P l o t t e d

Rev. No.:

INCORPORATED

ENGINEERS

ARCHITECTS

CONSTRUCTORS

E

F

4A

3A

INDICATES BUILDING NUMBERS THAT ARE

INCLUDED IN THE SCOPE OF WORK.

NOTE

N

AutoCAD SHX Text 766 Middle Street Fairhope, Alabama 36532, PH 251-990-5778

PROJECT INFORMATION

PROJECT INFORMATION:

CORRECT EGRESS DOOR DEFICIENCIES AT CENTRAL ALABAMA VETERAN'S

HEALTH CARE SYSTEM EAST CAMPUS, TUSKEGEE, AL

CONTRACT NUMBER: 36C24724C0050

PROJECT NUMBER: 619A4-25-102

PROJECT INFORMATION:

GENERAL NOTES

RECORD DRAWING REVIEW

THE CONTRACTOR SHALL REVIEW THE RECORD DRAWINGS AND

FIELD VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL, PLUMBING

AND ELECTRICAL, ETC. ELEMENTS IN FLOORS/ROOF WITHIN, ABOVE

AND BELOW THE RENOVATION AREAS. FIELD CONDITIONS MAY

VARY FROM RECORD DRAWINGS. THE RECORD DRAWINGS WERE

USED AS THE BASIS OF DESIGN FOR THE RENOVATION.

CENTRAL ALABAMA VETERAN'S HEALTH CARE SYSTEM EAST CAMPUS WILL

HAVE RECORD DOCUMENTS AVAILABLE FOR REVIEW.

MECHANICAL, PLUMBING, AND ELECTRICAL ITEMS ARE SHOWN ON ARCHITECTURAL DRAWINGS FOR

COORDINATION PURPOSES ONLY. SEE ENGINEER'S DRAWINGS FOR DETAILED INFORMATION.

WHERE CONFLICTS OCCUR BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS, THE MOST

STRINGENT REQUIREMENTS SHALL GOVERN.

THE GENERAL CONTRACTOR SHALL COORDINATE THE INTERFACE OF THE WORK SHOWN ON THESE

DRAWINGS WITH ANY WORK BY OTHERS.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD PRIOR TO

BIDDING. IF A DISCREPANCY OCCURS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT

IMMEDIATELY.

THE GENERAL CONTRACTOR SHALL SECURE ALL PERMITS REQUIRED FOR THE WORK FROM ANY

FEDERAL, STATE OR LOCAL DEPARTMENTS, OR JURISDICTIONS AFFECTED BY THE WORK. THE

GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COMPLYING

WITH ALL APPLICABLE CODES, STANDARDS OF PRACTICE, GOVERNMENTAL REGULATIONS OF

NATIONAL OR LOCAL AUTHORITIES, BUILDING OFFICIALS, ACTS COVENANTS, ETC. AS REQUIRED.

BUILD AND DISPLAY CONSTRUCTION SIGN. CONTACT ARCHITECT FOR SIGN REQUIREMENTS.

DIMENSIONS NOTED AS "CLEAR" OR "CRITICAL" SHALL BE MEASURED FROM FINISH FACE TO

RESISTANT/FIRE SAFING/BATT INSULATION STUFFING AND/OR CAULKING IN IRREGULAR

ALL EXTERIOR WALLS SHALL BE SEALED TO ELIMINATE LIGHT AND/OR AIR LEAKS. USE MOISTURE

AIR, LIGHT AND WATER PASSAGES. TYPICAL AT INTERIOR AND EXTERIOR CONDITIONS.

CAULK AT ALL JOINTS AROUND DOOR AND WINDOW FRAMES AND OTHER POTENTIAL

MINIMUM DIMENSIONS ON PULL SIDE OF ACCESSIBLE DOORS (KNOB EDGE) IS 18" CLEAR

MARKER BOARDS, EWC, FIRE EXTINGUISHER CABINETS, DOOR STOPS, CORRIDOR

MOUNTED SHELVING, CHAIR RAILS, HANDICAPPED RAILS, TOILET ACCESSORIES,

FOR INSWING DOORS, 12" CLEAR FOR OUTSWING DOORS AND/OR UNLESS OTHERWISE NOTED.

HANDRAILS, ETC. AS NECESSARY TO SUPPORT ASSEMBLIES CONTAINED

PROVIDE SOLID WOOD BRACING & BLOCKING WITHIN ALL STUD PARTITIONS AT WALL

SHALL BE POLICED AND CLEANED AS REQUIRED EACH DAY.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE

PITCH EXTERIOR WALKS FOR SURFACE WATER RUNOFF. SLOPE AWAY FROM BUILDING

MANNER. REVIEW BY BES INC. OF EXISTING CONDITIONS WAS BASED ON A CURSORY

SUPERVISION REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN AND WHICH

PROJECT DOCUMENTS, SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR AND

THE CONTRACTOR, IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THESE

PARTITION TYPES, HEIGHTS, ETC. REFER TO WALL SECTIONS AND DETAILS FOR

REFER TO LEGENDS AND REFERENCED DETAILS ON FLOOR PLANS FOR WALL

ADDITIONAL INFORMATION REGARDING PARTITIONS.

ALL REFUSE FROM DEMOLITION WORK AND/OR CONSTRUCTION WORK SHALL BE REGULARLY

REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER, THE PROJECT

CAN BE REASONABLY INFERRED TO BE REQUIRED IN A GOOD WORKMANLIKE

FINISH FACE.

THEREIN OR ATTACHED THERETO.

VOIDS OR GAPS ABOVE GRADE. ALL EXISTING RATING SEPARATIONS SHALL BE MAINTAINED

7.

9.

8.

10.

12.

13.

11.

14.

15.

CODE AND NFPA.

STRUCTURE.

1.

3.

2.

4.

5.

6.

18.

17.

16.

GENERAL CONTRACTOR SHALL COORDINATE ALL ASPECTS OF CONSTRUCTION AND

SCHEDULING WITH OWNER, PRIOR TO EXECUTION.

ARCHITECTURAL DRAWINGS SHALL BE USED IN DETERMINING EXACT LOCATIONS OF ITEMS

SHOWN ON ENGINEERING DRAWINGS.

19.

20.

21.

23.

22.

PROVIDE BARRIERS AT ALL PLACES ON THE SITE WHERE REQUIRED TO PROTECT THE PUBLIC.

APPARENT ERRORS, DISCREPANCIES OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF

THE ARCHITECT PRIOR TO CONSTRUCTION.

ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF MASONRY OR STOREFRONT FRAME UNLESS

INDICATED OTHERWISE.

GENERAL CONTRACTOR SHALL VERIFY ALL MANUFACTURED ITEMS, MATERIAL AND EQUIPMENT

REQUIREMENTS AND SHALL COORDINATE INSTALLATION WITH ALL TRADES.

INSTALL MOISTURE RESISTANT GYPSUM WALLBOARD IN ALL TOILETS, JANITORS CLOSETS,

AND ON ALL WALLS WHERE SINKS AND LAVATORIES ARE LOCATED.

WHERE FLOOR MATERIALS CHANGE, UNLESS SHOWN OTHERWISE, TRANSITION SHALL BE MADE

UNDER CENTER OF DOOR.

ALL INCLUSIVE AND FIELD VERIFICATIONS MUST BE EXECUTED AND WILL GOVERN

VARIOUS UNKNOWN CONDITIONS. THEREFORE THEY ARE NOT CONSIDERED

VISUAL REVIEW OF EXISTING BUILDINGS, WHICH IN CERTAIN CASES, INDICATES

AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT WILL ADVERSELY AFFECT

THESE PLANS. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

IN RESOLVING DETAILS AND DIMENSIONS FOUND TO VARY FROM THAT SHOWN ON

THE LAYOUT AND/OR PERFORMANCE OF THE WORK TO BE PERFORMED.

MAY OCCUR. (I.E. SEAL THE BUILDING ENVELOPE).

BRACING, PIPES, CONDUITS, DUCTS, AND BETWEEN WALLS AND ROOF DECK WHERE AIR

INFILTRATION BETWEEN CONDITIONED AND NON-CONDITIONED (EXTERIOR) SPACES

BETWEEN FLOORS AND WALLS. SEAL ALL CRACKS AROUND STRUCTURAL MEMBERS,

GENERAL NOTES

CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

CONSTRUCTION. IF A DISCREPANCY OCCURS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT

IMMEDIATELY.

24.

STUDS SHALL BE DOUBLED AT ALL ANGLES, CORNERS, AND AROUND ALL OPENINGS.25.

NEW CONSTRUCTION SHALL BE PERFORMED IN A SEQUENCE AS REQUIRED TO KEEP AREAS IN

OPERATION DURING NORMAL OPERATING HOURS. COORDINATE CONSTRUCTION SCHEDULING

AND PROGRESS WITH OWNER AS NECESSARY TO COMPLY WITH THE ABOVE. CONTRACTOR

SHALL BE RESPONSIBLE FOR DESIGNING AND CONSTRUCTING PROTECTIVE BARRIERS AT

AREAS WHERE WORK IS BEING PERFORMED AND ACCESS TO THE PUBLIC MUST BE MAINTAINED.

26.

ALL NEW WALLS WHICH ALIGN WITH EXISTING WALLS SHALL ALIGN FACE OF FINISHES.27.

ALL FASTENERS AND ATTACHMENTS SHALL BE FULLY CONCEALED FROM VIEW (UNLESS

NOTED OTHERWISE).

28.

NEITHER THE ARCHITECT NOR THE OWNER ARE RESPONSIBLE FOR JOBSITE SAFETY. THE CONTRACTOR

IS RESPONSIBLE FOR JOBSITE SAFETY AND THE SAFETY OF THE PUBLIC WHILE THE PROJECT IS IN

PROGRESS. THE CONTRACTOR SHALL PROVIDE APPROPRIATE WARNINGS, BARRICADES, ETC. AS

REQUIRED BY NATIONALLY RECOGNIZED CODES, STANDARDS AND APPLICABLE LAW.

29.

THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES AND PROVIDE PROTECTION

DURING CONSTRUCTION. ANY UTILITIES DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE

PREPARED AT THE CONTRACTOR'S EXPENSE. COORDINATE ALL EXISTING SERVICE INTERRUPTIONS

AND NEW SERVICE TIE-INS WITH THE OWNER AT LEAST 48 HOURS PRIOR TO REQUIRED INTERRUPTION.

COORDINATE ALL INTERRUPTIONS OF EXISTING SERVICES AND NEW SERVICE TIE-INS INCLUDING

PROPOSED TIME LENGTH OF INTERRUPTION WITH THE OWNER AND OBTAIN WRITTEN APPROVAL OF

THE SERVICE INTERRUPTION OR NEW SERVICE TIE-IN AND TIME LENGTH, A MINIMUM OF 48 HOURS

PRIOR TO THE PLANNED INTERRUPTION OR NEW SERVICE TIE-IN.

30.

THE GENERAL CONTRACTOR SHALL COORDINATE BETWEEN DISCIPLINES TO PROVIDE ALL

NECESSARY ACCESSORIES FOR ROOF PENETRATIONS (I.E. FLASHINGS, CLOSURES, TRIM, ETC.)

AND INSTALL ALL ROOF MOUNTED DEVICES IN A MANNER WHICH MAINTAINS A WATERTIGHT

ROOF SYSTEM.

31.

THE GENERAL CONTRACTOR IS NOT TO SEPARATE THE SET OF CONSTRUCTION DOCUMENTS.

THE SETS ARE TO REMAIN INTACT AT ALL TIMES. THERE SHALL BE AT LEAST ONE SET OF

COMPLETE "AS-BUILT" DOCUMENTS (ALL DOCUMENTS AND SPECIFICATIONS) ON THE PROJECT

SITE AT ALL TIMES.

32.

CONTRACTOR SHALL COORDINATE WITH ALL SUBCONTRACTORS TO ENSURE THAT ALL WORK

REQUIRED BY ANY PORTION OF THE DRAWINGS OR SPECIFICATIONS IS PROVIDED. THE FACT

THAT AN ITEM MAY NOT BE INDICATED ON THE PARTICULAR SUBCONTRACTOR'S PORTION

OF THE DRAWINGS, BUT INDICATED ELSEWHERE, WILL NOT BE AN ACCEPTABLE REASON FOR

A CHANGE IN THE CONTRACT SUM.

THE FOLLOWING STATEMENTS SHALL BE PAINTED ON FIRE/SMOKE RATED PARTITIONS AT 8"

ABOVE THE CEILING: "FIRE AND SMOKE PARTITION - PROTECT ALL OPENINGS."

STATEMENT SHOULD INCLUDE TYPE OF RATING (SMOKE, 1 HOUR FIRE, 1 HOUR FIRE/SMOKE,

2 HOUR FIRE, 2 HOUR FIRE/SMOKE, ETC.)

PROTECT ALL OPENINGS IN ACCORDANCE WITH PARTITION RATING.

33.

34.

INFECTIOUS CONTROL PROCEDURES

1. CONTRACTOR SHALL PROVIDE EVERYTHING NEEDED FOR INFECTIOUS

CONTAINMENT/CONTROL SYSTEM. SOME ITEMS MAY INCLUDE, BUT

NOT LIMITED TO; CONSTRUCTION ZONE SIGNS, HEPA FILTERS, AIR

SCRUBBERS, ETC. CONTACT RESIDENT ENGINEER, FACILITY

INFECTIOUS CONTROL RISKS ASSESSMENT TEAM (ICRA) FOR FULL

PROCEDURE REQUIREMENTS.

2. IT IS RECOMMENDED THAT THE CONTRACTOR UTILIZES MOVEABLE

CONTAINMENT SYSTEM, CONSTRUCTED OF A MINIMUM 6ML POLY OR

PREFABRICATED ZIP WALL THAT CAN BE SEALED TO WORK AREAS.

THE INTEGRITY OF THE BARRIER WALLS MUST ASSURE A COMPLETE

SEAL OF THE CONSTRUCTION AREA FROM ADJACENT AREAS.

3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT

CONTAINMENT/CONTROL SYSTEM PLAN TO COR FOR APPROVAL,

INCLUDING PERIODIC STATUS REPORTS, AND SUBMIT TO THE VA

RESIDENT ENGINEER AND FACILITY ICRA TEAM FOR REVIEW FOR

COMPLIANCE WITH CONTRACT REQUIREMENTS. ALL PERSONNEL

INVOLVED IN THE CONSTRUCTION SHALL BE EDUCATED AND TRAINED

IN INFECTION PREVENTION MEASURES ESTABLISHED BY THE MEDICAL

CENTER AND SHALL FOLLOW INFECTION CONTROL PROCEDURES.

4. IN EACH CONSTRUCTION AREA, THE CONTRACTOR SHALL UTILIZE A

120V HEPA FILTER EQUIPPED AIR SCRUBBER MACHINE.

5. DO NOT REMOVE CONSTRUCTION BARRIERS FROM WORK AREA UNTIL

COMPLETED PROJECT IS SIGNED OFF BY COR AND VA'S INFECTION

CONTROL DEPARTMENT.

6. PROVIDE DUST “STICKY” MAT AT ENTRANCE/EXIT OF CONSTRUCTION

AREA AND REPLACE OR CLEAN WHEN NO LONGER EFFECTIVE.

7. ALL FURNITURE AND EQUIPMENT SHALL BE PROTECTED DURING

DEMOLITION AND CONSTRUCTION.

1. HOSPITAL STAFF SHALL ENSURE THE REMOVAL OF ANY MEDICAL

WASTE, INCLUDING SHARP CONTAINERS, FROM AREAS TO BE

RENOVATED, PRIOR TO THE START OF THE PROJECT.

2. INFECTION CONTROL SHALL BE NOTIFIED BY FACILITIES

MANAGEMENT STAFF IMMEDIATELY IF UNEXPECTED MEDICAL

WASTE IS ENCOURAGED.

INFECTIOUS CONTROL NOTES

MEDICAL WASTE

1. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS TO BE DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

2. MAINTAIN NEGATIVE AIR PRESSURE AT ALL TIMES WITH NO DISRUPTION OF THE

AIR SYSTEMS OF THE ADJACENT AREAS.

3. INSTALL HEPA (HIGH EFFICIENCY PARTICULATE ACCUMULATOR) FILTER VACUUM

SYSTEM RATED AT 95% CAPTURE OF 0.3 MICRONS INCLUDING (EFFECTIVE FOR

POLLEN, MOLD SPORES).

ENVIRONMENTAL CONTROL

THIS PROJECT IS TO REPLACE ALL THE QUICK EGRESS EXIT DOORS AND

HARDWARE AT FIRE EGRESS STAIRS AND BUILDING EXIT WAYS AT THE CENTRAL

ALABAMA VETERAN'S HEALTH CARE SYSTEM EAST CAMPUS, TUSKEGEE, AL.

PROVIDE A FIRE-RATED DOOR BETWEEN THE FIRE ENGINE GARAGE AND THE

RENOVATED FIRE ENGINE GARAGE TO BE AN EXERCISE ROOM IN BUILDING 15.

PROVIDE FIRE-RATED DOORS AND CLOSERS FOR ALL MECHANICAL ROOMS ON

CAMPUS.

WALL TYPE

WALL TYPE INDICATOR

EQUIPMENT INDICATOR

EQUIPMENT NUMBER

KEYNOTE INDICATOR

KEYNOTE NUMBER

WINDOW INDICATOR

ROOM NAME

ROOM NUMBER

SHEET NUMBER

DETAIL NUMBER

INTERIOR ELEVATIONS

COLUMN NUMBER

COLUMN INDICATOR

DETAIL NUMBER

SHEET NUMBER

SECTION INDICATOR

* MULTIPLE DOORS PER ROOM

DOOR DESIGNATION

DOOR NUMBER

SHEET NUMBER

DETAIL NUMBER

EXTERIOR ELEVATION

ALTERNATE INDICATOR

ALTERNATE NUMBER

CEILING TYPE

CEILING HEIGHT

NOT ALL SYMBOLS ARE USED IN THIS DRAWING SET

CEILING INDICATOR

PHOTO DETAIL

WINDOW

DESIGNATION

SYMBOLS LEGEND

02-B-03

APPLICABLE CODES

• PG-18-1 Master Construction Specifications

• PG-18-3 Design and Construction Procedures

• PG-18-4 Standard Details and CAD Standards

• PG-18-5 Equipment Guide List

• H-18-8 Seismic Design Handbook

• PG-18-9 Space Planning Criteria

• PG-18-10 Design Manuals (by discipline)

• PG-18-12 Design Guides (graphical, by function)

• PG-18-13 Barrier Free Design Guides

• PG-18-14 Room Finishes, Door, and Hardware Schedules

• PG-18-15 Minimum Requirements for A/E Submissions

• PG-18-17 Environmental Compliance Manual

• H-7545 VA Cultural Resource Management

Physical Security Design Manual and VA Office of Construction and

Facilities Management Whole Building Commissioning Manual www.cfm.va.gov/til/spclRqmts.asp

International Building Code, 2021 edition

• NFPA 101 Life Safety Code, 2021 edition

• ADA-ABA Accessibility Guidelines, current version

2020 National Electric Code

2021 National Electric Safety Code

NFPA 90A Standard for the Installation of Air Conditioning and Ventilating

The Plumbing Systems shall be designed in accordance with the following

VA Guidelines:

Criteria in VA-PG-18, “Plumbing Design Manual

VA Sustainable Design and Energy Reduction Manual

DOE Final Rule, and Policy Act (EPACT 2005)

Energy Conservation Executive Order No.13425 dated January 24, 2007

In addition the Plumbing shall be designed in accordance with the following Codes and Standards, Latest Edition:

ASHRAE 90.1-2021 “Energy Standard for Buildings except Low-Rise

Residential Buildings”

NSF/ANSI Standard 61 – Drinking Water System Components

Effects (NSF 61)

ANSI/ISEA Z358.1-2014 “Emergency Eyewash and Shower

Standard

NFPA 101 – Life Safety Standard

The International Plumbing Code

Design application for the following will also be considered:

Seismic Restraint for Non-Structural Components

Noise and Vibration

• NFPA 80 Standards: Fire Doors and Other Protective Openings, 2019

• VA Design, Quality and Standard Alerts

• PG-18-0 VA Design Manual

• VA Fire Protection Design Manual

• VA Signage Design Manual

• VA Parking Design Guide

• NFPA 13: Standard for the Installation of Sprinkler Systems

• NFPA 70: National Electrical Code

• ASHRAE 90.1: Energy Standards for Buildings Except Low Rise Residential Buildings

• VA National CAD Standards Application Guide

• OSHA Standards

• EPA 2005

PROJECT INFORMATION

GI003

SD JL

o n e e i g h o t t h r e e i n c h e o t o n e a l f i n c h e o t o n e i n o t t h r e e q u a r t e r s i n o t o n e h a l f i n o t t h r e e e i g h t h s i n o t o n e q u a r t e r i n o t

VA FORM 08-6231, OCT 1978

A

123456789

123456789

B

C

D

A

B

C

D

E

F

Drawing Title Project Title

Checked

Building Number

Drawn

Revisions: Date

Date

Project No.

Drawing No.

Location

Sheet of

FINAL

FULLY SPRINKLERED

V e t e r a n s

A f f a i r s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

TUSKEGEE, ALABAMA

2024.09.01

619A4-25-102

CORRECT EGRESS DOOR

DEFICIENCIES

D a t e

P l o t t e d

Rev. No.:

INCORPORATED

ENGINEERS

ARCHITECTS

CONSTRUCTORS

E

F

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

%%UROOM NAME

AutoCAD SHX Text 00000.00

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text A100

AutoCAD SHX Text A

AutoCAD SHX Text A100

AutoCAD SHX Text

ALT.16

AutoCAD SHX Text B 9'-0"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ROOM NAME

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AE100

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAMA AMERICAN ARCHITECTURAL

MANUFACTURERS ASSOCIATION

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC

CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

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

ADB AUTOMATIC DOOR BOTTOM

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGA AMERICAN GAS ASSOCIATION

AGC ASSOCIATED GENERAL CONTRACTORS

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

APA AMERICAN PLYWOOD ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE

APT APARTMENT

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL

INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

ATCH ATTACHMENT

ATM AUTOMATIC TELLER MACHINE

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVE AVENUE

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING

INSTITUTE

AWPA AMERICAN WOOD PRESERVERS'

ASSOCIATION

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B LABEL CLASS B DOOR

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BD FT BOARD FEET (FOOT)

BEV BEVEL

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKT BLANKET

BLVD BOULEVARD

BM BEAM OR BENCHMARK

BOT BOTTOM

BR BEDROOM

BRCG BRACING

BRDG BRIDGING

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BU BUSHEL

BUR BUILT-UP ROOFING

C CELSIUS CHANNEL

C CHANNEL CELSIUS

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

C TO C CENTER TO CENTER

CAB CABINET

CAC CEILING ATTENUATION CLASS

CB CATCH BASIN OR CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

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 CENTER OF GRAVITY OR CORNER

GUARD

CGSFU CERAMIC GLAZED STRUCTURAL

FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CHK CHECK

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL

JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

cm² SQUARE CENTIMETER cm

³

CUBIC CENTIMETER

CM CONSTRUCTION MANAGEMENT

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CERTIFICATE

OF OCCUPANCY, CLEANOUT, OR

COMPANY

CO

₂

CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

CONC FLR CONCRETE FLOOR

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

CRSI CONCRETE REINFORCING STEEL

INSTITUTE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS

INSTITUTE

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER CONTOUR

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

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

DIAG DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DOOR, DRAIN, DRESSING ROOM, OR

DRIVE

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DS DOWNSPOUT

DSGN DESIGN

DW DISHWASHER

DWG DRAWING

DWTR DUMBWAITER

E EAST

E LABEL CLASS E DOOR

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEC DR OP ELECTRIC DOOR OPENER

ELEV ELEVATOR

EMER EMERGENCY

EMER SHR EMERGENCY SHOWER

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

ESMT EASEMENT

ESP ESPECIALLY

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXST GR EXISTING GRADE

EXT EXTERIOR, EXTERNAL, OR

EXTINGUISHER

EXT GR EXTERIOR GRADE

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FAS BD FASCIA BOARD

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

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIN WD FINISH WOOD

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FLUOR FLUORESCENT

FLUOR FIX FLUORESCENT FIXTURE

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

GL BLK GLASS BLOCK

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

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

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

HM 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

HQ HEADQUARTERS

HS HEAT-STRENGTHENED (GLASS) OR

HIGH STRENGTH

HSE HOUSE

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,

OR INTERIOR DESIGN

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

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

LHR 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

MED 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

MIN 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

N NORTH

NA NOT APPLICABLE

NAAMM NATIONAL ASSOCIATION OF

ARCHITECTURAL METAL

MANUFACTURERS

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NEUT NEUTRAL

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING CONTRACTORS

ASSOCIATION

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 OUTSIDE

DIMENSION

OD OUTSIDE DIMENSION OUTSIDE

DIAMETER

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

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINSTRATION

OUT OUTLET

OZ OUNCE

PAR PARALLEL OR PARAPET

PARA PARAGRAPH

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR

PORTLAND CEMENT

PCA PORTLAND CEMENT ASSOCIATION

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

PHAR PHARMACY

PHOTO PHOTOGRAPH

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

PO POST OFFICE PURCHASE ORDER

PO PURCHASE ORDER POST OFFICE

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

RC REMOTE CONTROL

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

REFR 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

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

SJI STEEL JOIST INSTITUTE

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

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 JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TB STEEL TUBE

STL TR STEEL TRUSS

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

STRUCT STL STRUCTURAL STEEL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

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 TEMPERATURE CONTROL

PANEL; 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

TMPD GL TEMPERED GLASS

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 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

W WIDE OR WEST

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

STANDARD ABBREVIATIONS

GI004

SD JL

o n e e i g h o t t h r e e i n c h e o t o n e a l f i n c h e o t o n e i n o t t h r e e q u a r t e r s i n o t o n e h a l f i n o t t h r e e e i g h t h s i n o t o n e q u a r t e r i n o t

VA FORM 08-6231, OCT 1978

A

123456789

123456789

B

C

D

A

B

C

D

E

F

Drawing Title Project Title

Checked

Building Number

Drawn

Revisions: Date

Date

Project No.

Drawing No.

Location

Sheet of

FINAL

FULLY SPRINKLERED

V e t e r a n s

A f f a i r s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

TUSKEGEE, ALABAMA

2024.09.01

619A4-25-102

CORRECT EGRESS DOOR

DEFICIENCIES

D a t e

P l o t t e d

Rev. No.:

INCORPORATED

ENGINEERS

ARCHITECTS

CONSTRUCTORS

E

F

VERTICAL STUDS @ 1'-4" MAX W/ GYPSUM

WALLBOARD. 1'-4" W/ GYPSUM LATH &

PLASTER DOUBLE STUDS FOR SUPPORTING

CONCRETE BACKER BOARD.

PROVIDE CONTINUOUS BRACING WHEN

STUDS EXCEED 10'-0" & ARE FINISHED

BOTH SIDES.

DETAIL D: JAMB ANCHOR CLIPS (3) PER

SIDE - COORDINATE W/ HINGE

REINFORCEMENT.

NOTE 1: OMIT BRACE WHEN "D" DIMENSION IS

LESS THAN 2'-0" FOR GYPSUM WALLBOARD OR

16" FOR PLASTER PARTITION.

SEC. B

1/2" CONSTRUCTION

JOINT

SEE

NOTE 1

RUNNER

BETWEEN

STUDS

HM DOOR

FRAME

DETAIL C

E Q

U A

L E

Q U

A L

E Q

U A

L E

Q U

A L

D

V A

R I E

S

CRIPPLE STUD, DO

NOT ANCHOR TO

BEARING STUD

GYPSUM

WALLBOARD

PANELS

CONTROL JOINT

1/2" MIN

PROVIDE SOUND

DEADENING WHERE

REQUIRED

ISOMETRIC OF CONSTRUCTION JOINT SECTION B

SECTION CSECTION A

JAMB ANCHORS

(FURNISHED WITH FRAME)

DETAIL D

DOUBLE STUDS

HM FRAME

INTERIOR

PARTITION, SEE

FLOOR PLAN

JAMB

ANCHOR

M

I N

M

I

N

M

A

X

STUD OF INTERIOR

PARTITION, SEE FLOOR

PLAN

TOP TRACK

SANITARY STOP

HM DOOR

FRAME

SHIM AS

REQUIRED

METAL ANCHOR

CLIP

F

R

A

E

F

C

E

M

I

N

U

S

F

R

A

F

C

E

M

I

N

U

S

M

I N

J

A

B

D

P

T

H

S

T

U

DW

I

D

T

H

S

T

U

DW

I

D

T

H

M

I N

VARIES

SEE DOOR SCHEDULE

PARTITION FRAMING FOR DOORS

SCALE: NTS

MK

A 1'-6" (457) 6'-8" (2032)

B 2'-0" (610) 6'-8" (2032)

C 2'-2" (660) 6'-8" (2032)

D 2'-4" (711) 6'-8" (2032)

E 2'-6" (762) 6'-8" (2032)

F 2'-8" (813) 6'-8" (2032)

G 2'-10" (864) 6'-8" (2032)

H 3'-0" (914) 6'-8" (2032)

I 3'-2" (965) 6'-8" (2032)

J 3'-4" (1016) 6'-8" (2032)

K 3'-8" (1118) 6'-8" (2032)

L 3'-10" (1168) 6'-8" (2032)

M 1'-6" (457) 7'-8" (2337)

N 2'-0" (610) 7'-0" (2134)

O 2'-2" (660) 7'-0" (2134)

P 2'-4" (711) 7'-0" (2134)

Q 2'-6" (762) 7'-0" (2134)

R 2'-8" (813) 7'-0" (2134)

S 3'-0" (914) 7'-0" (2134)

T 3'-4" (1016) 7'-0" (2134)

U 3'-6" (1067) 7'-0" (2134)

V 3'-8" (1118) 7'-0" (2134)

W 3'-10" (11168) 7'-0" (2134)

X 4'-0" (1219) 7'-0" (2134)

Y

Z 3'-6" (1087) 8'-6"

WIDTH HEIGHT WIDTH HEIGHT

IN mm) IN (mm) IN (mm) IN (mm)

MK

DOOR SIZES

GLASS OR LOUVER

REQUIRED BY

MODIFICATION

GLASS OR LOUVER

REQUIRED BY

ELEVATION TYPE

LEGEND (SEE ELEVATIONS)

DOOR MODIFICATIONS

A LAMINATED GLASS

D DOUBLE GLAZED TEMPERED GLASS

H ELECTRIC HOLD OPEN

L LOUVER

LP LIGHT PROOF LOUVER

M MECHANICAL SEAL FOR LIGHT PROOF

& SOUND RETARDING DOOR

T TEMPERED GLASS

U UNDERCUT 1" (25mm)

V LEAD GLASS

F FIRE RATED GLAZING

W/F WIRED FLAT GLASS

G DOOR GASKETS AND DOOR SWEEP

NOTES:

1. ALL DOORS SHALL BE FLUSH - 1 3/4" (44mm) THICK

UNLESS NOTED OTHERWISE.

2. TOP & SIDE RAILS SHALL BE 9" (229mm) MIN.

BOTTOM RAILS SHALL BE 12" (305mm) MIN.

3. DOOR TYPES 7, 8, & 9 SHALL NOT BE USED FOR

OPPOSING DOORS.

4. FOR SCHEDULING DOOR TYPES, SEE PG-18-14.

5. EVEN NUMBERS ARE METAL; ODD NUMBERS ARE

WOOD.

SCALE: NTS

DOOR NOTES AND SIZES

9"

100 SQUARE

INCHES MAX 4"x25"

T, A OR W/F

GENERAL NOTE:

1. PAINT ALL HOLLOW METAL DOORS.

DOOR TYPE

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

WOOD / FLUSH

HOLLOW METAL /

FLUSH

WOOD

9"

100 SQUARE

INCHES MAX 4"x25"

T, A OR W/F

HOLLOW METAL

9"

HOLLOW METAL

TYPE 1

(HM IN GWB)

W

FRAME TYPE

SCALE: NTS

J1

H1

TYPE 2

(HM IN CMU)

J2

H2

H

TYPE 3

(HM IN TERRA COTTA UNITS)

J3

H3

TYPE 4

(DOUBLE ACTING HM IN GWB)

J4

H4

TYPE 5

(DOUBLE ACTING HM IN TERRA COTTA)

J5

H5

T Y

P

W

H

T Y

P

W

H

T Y

P

W

H

T Y

P

W

H

T Y

P

TYPICAL DOOR NOTES

COORDINATE AND PROVIDE HARDWARE AS DETAILED IN THE

SPECIFICATIONS OR IF NOT SPECIFIED, PROVIDE HARDWARE (OF EQUAL

QUALITY TO THAT SPECIFIED, AND MOST SIMILAR TO TYPE OR DOOR)

REQUIRED FOR DOORS TO OPERATE AND APPEAR AS INTENDED ON

DRAWINGS.

1.

PROVIDE BRUSHED STAINLESS STEEL KICK PLATES ON PUSH SIDE OF

DOORS WITH PUSH BARS AND/OR CLOSER DEVICES. KICK PLATES SHALL BE

1/2" FROM EACH SIDE OF DOOR, AND MAXIMUM 8" HIGH OR 1/2" FROM EACH

SIDE OF DOOR, AND MAXIMUM 8" HIGH OR 1/2" BELOW EDGE OF GLASS LIGHT

(IF PRESENT).

2.

PROVIDE EXPOSED HARDWARE WITH BRUSHED-IN FINISH AND "SILVER"

METALLIC IN COLOR (ALUMINUM, CHROME OR STEEL).

3.

WHEN EXPOSED CLEAR FINISH WOOD DOORS ARE PAIRED, SELECT

MATCHING GRAIN TYPE AND COLOR FOR EACH DOOR IN PAIR.

4.

IF CONFLICT EXISTING BETWEEN DOOR RATING AS SCHEDULED AND

WALL/PARTITION TYPE FIRE RATING AS SHOWN ON PLANS, PROVIDE

DOOR(S) WITH THE GREATER FIRE RATING OF THE TWO.

5.

VERIFY ALL DIMENSIONS AND CLEARANCES COORDINATE. COORDINATE

UNDERCUTTING REQUIRED TO CLEAR ADJACENT FLOOR MATERIALS.

6.

GLASS TYPE KEY

1/4" FIRE RATED CLEAR TEMPERED GLASS.G-1

1/4" FIRE RATED WIRE GLASS.G-2

o n e e i g h o t t h r e e i n c h e o t o n e a l f i n c h e o t o n e i n o t t h r e e q u a r t e r s i n o t o n e h a l f i n o t t h r e e e i g h t h s i n o t o n e q u a r t e r i n o t

VA FORM 08-6231, OCT 1978

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Drawing Title Project Title

Checked

Building Number

Drawn

Revisions: Date

Date

Project No.

Drawing No.

Location

Sheet of

FINAL

FULLY SPRINKLERED

V e t e r a n s

A f f a i r s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

TUSKEGEE, ALABAMA

2024.09.01

619A4-25-102

CORRECT EGRESS DOOR

DEFICIENCIES

D a t e

P l o t t e d

Rev. No.:

INCORPORATED

ENGINEERS

ARCHITECTS

CONSTRUCTORS

E

F

DOOR AND FRAME DETAILS

GI005

SD JL

SPECIALY DOOR TYPES

SCALE: NONE

2-1-02 2-1-06 2-1-08 3-1-11

4A-1-04 4-1-10 15-1-0515-1-045-1-22

68-1-10 83-1-01 83-1-1283-1-05

129-G-13 129-G-14 129-G-15 129-1-01

GENERAL NOTES FOR FIRE

DOORS

· ALL FIRE DOORS SHALL HAVE A CLEARLY VISIBLE AND LEGIBLE LABEL.

· CLEARANCE DIMENSIONS BETWEEN DOORS AND FRAMES AND MEETING

STILES OF PAIRED DOORS SHALL BE MEASURED ON THE PULL SIDE OF THE

ASSEMBLIES.

· THE CLEARANCES BETWEEN THE TOP AND VERTICAL EDGES OF HOLLOW

METAL DOORS AND THE FRAME, AND THE MEETING STILES OF DOORS

SWINGING IN PAIRS, SHALL BE 1/8 IN. 1/16 IN. (3.18 MM 1.59 MM).

· THE CLEARANCES BETWEEN THE DOOR AND FRAME AND THE MEETING

STILES OF PAIRED DOORS OF HIGH-PRESSURE DECORATIVE LAMINATE

(HPDL)-FACED DOORS, 1/3 HOUR-RATED FLUSH WOOD DOORS, AND

STILE AND RAIL WOOD DOORS INSTALLED IN HOLLOW METAL DOOR

FRAMES SHALL BE 1/8 IN. 1/16 IN. (3.18 MM 1.59 MM).

· DOOR LEAVES CONSTRUCTED OF OTHER MATERIALS SHALL NOT HAVE

CLEARANCES GREATER THAN 1/8 IN. (3.18 MM) BETWEEN THE TOP AND

VERTICAL EDGES OF DOORS AND MEETING STILES OF PAIRED DOORS

UNLESS OTHERWISE PERMITTED IN THE DOOR FRAME, DOOR, AND

LATCHING HARDWARE MANUFACTURERS' PUBLISHED LISTINGS.

· UNLESS OTHERWISE PERMITTED BY THE AHJ, A CLOSING DEVICE SHALL BE

INSTALLED ON EVERY FIRE DOOR.

· ALL COMPONENTS OF CLOSING DEVICES USED SHALL BE ATTACHED

SECURELY TO DOORS AND FRAMES BY STEEL SCREWS OR

THROUGH-BOLTS.

· WHERE THERE IS AN ASTRAGAL OR PROJECTING LATCH BOLT THAT

PREVENTS THE INACTIVE DOOR FROM CLOSING AND LATCHING BEFORE

THE ACTIVE DOOR CLOSES AND LATCHES, A COORDINATING DEVICE

SHALL BE USED (INCLUDES NON-FIRE-RATED DOORS).

· ALL CLOSING MECHANISMS SHALL BE ADJUSTED TO OVERCOME THE

RESISTANCE OF THE LATCH MECHANISM SO THAT POSITIVE LATCHING IS

ACHIEVED ON EACH DOOR OPERATION (INCLUDES NON-FIRE-RATED

DOORS).

· HINGES SHALL BE SECURED TO FRAMES WITH STEEL SCREWS.

· THE INSTALLATION OF ALL COMPONENTS OF A FIRE DOOR ASSEMBLY

SHALL BE IN ACCORDANCE WITH THE LISTING OF EACH COMPONENT.

· ALL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURERS' INSTALLATION INSTRUCTIONS AND SHALL BE

ADJUSTED TO FUNCTION AS DESCRIBED IN THE LISTING.

1 15/16" VARIES VARIES

STANDARD DOOR FRAME

(DOOR SIDE)

1/2" 1/2"

FRAME

DEPTH

GAGE AS

SPECIFIED

ADD RETURN ON FRAME

WHERE DRYWALL FINISH IS

REQUIRED

DOUBLE ACTING JAMB FRAME

DOUBLE ACTING HEAD FRAME

EQUAL

1 15/16"

EQUAL

FRAME

DEPTH

ADD RETURN ON FRAME

WHERE DRYWALL FINISH IS

REQUIRED

VARIES

EQUAL

1 15/16"

EQUAL

FRAME

DEPTH

ADD RETURN ON FRAME

WHERE DRYWALL FINISH IS

REQUIRED

VARIES

DOOR

DOOR

1/2" 1/2"

1/2" 1/2"

NTS

SECTIONS DOUBLE EGRESS DOORS

DOUBLE EGRESS DOOR FRAME

METAL STUD

WIDTH

10 5/8"

9 1/8"

11 5/8"

HM. DOOR FRAME FIRE

RATING TO MATCH

DOOR FIRE RATING.

PERIMETER CAULK

BOTH SIDES

5/8" GWB OVER 7/8"

MTL. HAT FURRING

BOTH SIDES

8" REINFORCED CMU

FULLY GROUTED

GROUT DOOR FRAME

SOLID

WIRE HM FRAME

MASONRY ANCHORS

J2

HM. DOOR FRAME

WITH FIRE RATING TO

MATCH DOOR FIRE

RATING.

PERIMETER CAULK

BOTH SIDES

CERAMIC TILE FINISH

WHERE REQUIRED

5/8" GWB OVER 7/8"

MTL. HAT FURRING

BOTH SIDES

MASONRY LINTEL

AS SCHEDULED

GROUT SOLID

H2

HM. DOOR FRAME FIRE

RATING TO MATCH

DOOR FIRE RATING.

PERIMETER CAULK

BOTH SIDES

CERAMIC TILE FINISH

WHERE REQUIRED

5/8" GWB OVER 7/8"

MTL. HAT FURRING

BOTH SIDES

8" CMU GROUT SOLID

AT DOOR JAMBS

GROUT DOOR FRAME

SOLID

WIRE HM FRAME

MASONRY ANCHORS

J3

HM. DOOR FRAME

PERIMETER CAULK

BOTH SIDES

CERAMIC TILE FINISH

WHERE REQUIRED

5/8" GWB OVER 7/8"

MTL. HAT FURRING

BOTH SIDES

10 1/8"

MASONRY LINTEL

H3

EXPOSED MASONRY

ONE SIDE PAINTED

STANDARD HM

FRAME FOR

DRYWALL

PERIMETER CAULK

BOTH SIDES

CERAMIC TILE FINISH

WHERE REQUIRED

DRYWALL, THICKNESS

SINGLE OR DOUBLE AS

REQUIRED

DOUBLE STUDS BACK

TO BACK

JAMB ANCHORS

J1 H1

DOUBLE ACTING HM

JAMB FRAME FOR

DRYWALL

PERIMETER CAULK

BOTH SIDES

METAL STUD

WIDTH

SINGLE OR DOUBLE AS

REQUIRED

DOUBLE STUDS BACK

TO BACK

JAMB ANCHORS

J4

DOUBLE ACTING HM

HEAD FRAME FOR

DRYWALL

PERIMETER CAULK

BOTH SIDES

METAL STUD

WIDTH

DRYWALL, THICKNESS

SINGLE OR DOUBLE AS

REQUIRED

DOUBLE STUDS BACK

TO BACK

JAMB ANCHORS

H4

DOUBLE ACTING HM

JAMB FRAME FOR

MASONRY GROUT

SOLID

PERIMETER CAULK

BOTH SIDES

JAMB ANCHORS

TYPICAL OF 4

PER JAMB

J5 H5

PATCH AND REPAIR

EXISTING PLASTER AS

REQUIRED AND

REPAINT ENTIRE WALL

SURFACE BOTH SIDES

EXISTING TERRA

COTTA UNITS

FIRE RESISITIVE WD

BLOCKING INFILL AS

REQUIRED FASTENED

AS REQUIRED

DOUBLE ACTING HM

HEAD FRAME FOR

MASONRY. GROUT

SOLID

PERIMETER CAULK

BOTH SIDES

EXISTING TERRA

COTTA UNITS

PATCH AND REPAIR

EXISTING PLASTER AS

REQUIRED AND

REPAINT ENTIRE WALL

SURFACE BOTH SIDES

PERIMETER CAULK

BOTH SIDES

OPTIONAL STL. OR

REINFORCED WELDED

FRAME HEAD LINTEL

CERAMIC TILE FINISH

WHERE REQUIRED

WITH FIRE RATING TO

MATCH DOOR FIRE

RATING.

AS SCHEDULED

GROUT SOLID

DRYWALL, THICKNESS

NTS

DOUBLE EGRESS DOOR FRAME

o n e e i g h o t t h r e e i n c h e o t o n e a l f i n c h e o t o n e i n o t t h r e e q u a r t e r s i n o t o n e h a l f i n o t t h r e e e i g h t h s i n o t o n e q u a r t e r i n o t

VA FORM 08-6231, OCT 1978

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B

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Drawing Title Project Title

Checked

Building Number

Drawn

Revisions: Date

Date

Project No.

Drawing No.

Location

Sheet of

FINAL

FULLY SPRINKLERED

V e t e r a n s

A f f a i r s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

TUSKEGEE, ALABAMA

2024.09.01

619A4-25-102

CORRECT EGRESS DOOR

DEFICIENCIES

D a t e

P l o t t e d

Rev. No.:

INCORPORATED

ENGINEERS

ARCHITECTS

CONSTRUCTORS

E

F

DOOR AND FRAME DETAILS

GI006

SD JL

S2

S1

S3

S4

S5

H6

H7

J6

J7

SCALE: NTS

A

INTERIOR DOOR FRAME STANDARD

B

CL

DOOR WHERE OCCURS

CERAMIC /

PORCELAIN TILE

SST TRANSITION

STRIP

RESILIANT FLOORING

(TILE, SHEET, OR LINOLEUM)

CRACK ISOLATION OR

WATERPROOFING

MEMBRANE - EXTEND 2"

UNDER RESILIANT

SLAB

DOOR WHERE OCCURS

CERAMIC /

PORCELAIN TILE

RESILIANT

TRANSITION STRIP

RESILIANT FLOORING

(TILE, SHEET, OR LINOLEUM)

SLAB

CL

CERAMIC / PORCELAIN TO RESILIANT

CARPET TO RESILIANT

DOOR WHERE OCCURS

RESILIANT

FLOORING

HEAT-WELDED SEAM

BETWEEN RESILIANT

SHEET FLOORING

ADHERED SEAM BETWEEN

RESILIANT SHEET AND

OTHER RESILIANT

RESILIANT FLOORING

(TILE OR SHEET)

SLAB

CL

RESILIANT TO RESILIANT

DOOR WHERE OCCURS

RESINOUS

FLOORING

ACCESSIBLE SST

TRANSITION STRIP

RESILIANT FLOORING

(TILE, SHEET, OR LINOLEUM)

SLAB

CL

RESINOUS TO RESILIANT

SLAB

RESINOUS

THINSET BED

RESINOUS FLOOR /

INTEGRAL BASE

INTEGRAL RESINOUS BASE

2" DOOR WIDTH 2"

DOOR IN

FULLY

OPENED

POSITION

WALL PROTECTION

EXTENTS FOR DOORS

OPENING 180 DEGREES

C G

CORNER GUARD

2" 2"

FE CAB

HR / CR (HANDRAIL /

CRASHRAIL)

HR

GI007

GI007

CR CR

HR

CR

HR

38mm

1 1/2" DIA.

.080"

RETAINER

ALUMINUM

CONTINUOUS

2mm.080"

VINYL COVER

6 1/4"

159mm

2mm

1 1/2"

38mm

3"

76mm

MOUNTING

BRACKET

1/4 - 20 x 5"

HEX HEAD

SCREW W/

PHILLIPS

HEAD SLOT

3 1/8"

79mm o n e e i g h o t t h r e e i n c h e o t o n e a l f i n c h e o t o n e i n o t t h r e e q u a r t e r s i n o t o n e h a l f i n o t t h r e e e i g h t h s i n o t o n e q u a r t e r i n o t

VA FORM 08-6231, OCT 1978

A

123456789

123456789

B

C

D

A

B

C

D

E

F

Drawing Title Project Title

Checked

Building Number

Drawn

Revisions: Date

Date

Project No.

Drawing No.

Location

Sheet of

FINAL

FULLY SPRINKLERED

V e t e r a n s

A f f a i r s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

TUSKEGEE, ALABAMA

2024.09.01

619A4-25-102

CORRECT EGRESS DOOR

DEFICIENCIES

D a t e

P l o t t e d

Rev. No.:

INCORPORATED

ENGINEERS

ARCHITECTS

CONSTRUCTORS

E

F

GI007

SD JL

DOOR HARDWARE

ABH A505 STAINLESS STEEL PIN & BARREL CONTINUOUS

HINGE, FULL MORTISE, DUAL EDGE GUARDS

FULL CONCEALED, HEAVY DUTY

NO DOOR INSET, FLUSH MOUNT

DOOR EDGE GUARD ON BOTH FACES OF DOOR

48” DOOR WIDTH MAXIMUM

600 LBS. DOOR WEIGHT MAXIMUM

FASTENERS: 10-24 X 7/8″ UNDERCUT, SELF-DRILLING,

THREAD-FORMING TEK MACHINE SCREWS, STAINLESS

STEEL AND #10 X 1-1/4” UNDERCUT WOOD SCREWS,

STAINLESS STEEL

LENGTHS: 78-3/4″, 83-1/8″, 85”, AND *95”

FINISHES: US32D SATIN STAINLESS STEEL

FIRE RATING DOORS, BASED ON THE FOLLOWING

· 20 MINUTES – WOOD DOORS

· 90 MINUTES – HOLLOW METAL AND COMPOSITE

· 3 HOURS – HOLLOW METAL DOORS

NO SCALE

STAINLESS STEEL CONTINUOUS PIN & BARREL HINGE

12" = 1'-0"

FLOOR TRANSITIONS DETAILS

6" = 1'-0"

WALL PROTECTION ELEVATIONS DETAIL

NOT TO SCALE

WALL PROTECTION HR AND CR DETAIL

NO SCALE

ARCHER LEVER

NO SCALE

RIM MAIN ASSEMBLY

ENVIRONMENTAL CONTROL

1. ISOLATE HVAC SYSTEM IN AREA WERE WORK IS TO BE DONE TO PREVENT CONTAMINATION

OF DUCT SYSTEM.

MAINTAIN NEGATIVE AIR PRESSURE AT ALL TIMES WITH NO DISRUPTION OF THE AIR SYSTEMS OF

THE ADJACENT AREAS. INSTALL HEPA (HIGH EFFICIENCY PARTICULATE ACCUMULATOR) FILTER

VACUUM SYSTEM RATED AT 95% CAPTURE OF 0.3 MICRONS INCLUDING (EFFECTIVE FOR POLLEN, MOLD SPORES

DEFINITIONS:

CUTTING: REMOVAL OF IN-PLACE CONSTRUCTION NECESSARY TO PERMIT INSTALLATION

OR PERFORMANCE OF OTHER WORK.

PATCHING: FITTING AND REPAIR WORK REQUIRED TO RESTORE SURFACES TO ORIGINAL

CONDITIONS AFTER INSTALLATION OF OTHER WORK.

REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF

THEM OFF-SITE, UNLESS INDICATED TO BE SALVAGED OR REMOVED AND REINSTALLED.

SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND DELIVER THEM TO

OWNER READY FOR REUSE.

REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE

THEM FOR REUSE, AND REINSTALL THEM WHERE INDICATED.

EXISTING TO REMAIN: EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE

REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE REMOVED, REMOVED AND

SALVAGED, OR REMOVED AND REINSTALLED.

GENERAL NOTES:

1. DEPICTION OF EXISTING CONDITIONS BASED ON ORIGINAL CONSTRUCTION

DOCUMENTS AND LIMITED FIELD OBSERVATIONS. EXISTING ELEMENTS AND

CONDITIONS CONCEALED BY IN-PLACE EQUIPMENT AND FINISHES WERE NOT

OBSERVED OR INVESTIGATED. ONCE CUTTING AND SELECTIVE DEMOLITION WORK IS

COMPLETE, REPORT ANY CONFLICTS TO COR/RE.

2. VAMC EQUIPMENT SUPPLIER TO REMOVE EXISTING UNMOUNTED AND MOUNTED

EQUIPMENT PRIOR TO CONSTRUCTION. ONCE OWNER & EQUIPMENT SUPPLIER HAS

REMOVED EQUIPMENT, PHOTOGRAPHICALLY DOCUMENT ENTIRE AREA OF NEW WORK.

TAKE NOTE OF ANY DAMAGED SURFACES OR ELEMENTS. PREPARE WRITTEN AND

PHOTOGRAPHIC REPORT OF SURVEY AND SUBMIT TO OWNER AND DESIGNER.

3. PROTECT ALL EXISTING FINISHES AND ELEMENTS TO REMAIN. REPAIR OR REPLACE

DAMAGED SURFACES TO MATCH ADJACENT FINISHES.

1. PATIENT/STAFF CIRCULATION SHALL BE COORDINATED WITH THE VA. PROVIDE TEMPORARY BARRIERS

TO ENSURE THE SAFE PASSAGE OF PEOPLE AROUND THE CONSTRUCTION AREA. CONDUCT

OPERATIONS TO PREVENT DAMAGE OF FALLING DEBRIS OR OTHER CAUSE TO ADJACENT SPACES.

2. DO NOT CLOSE OR OBSTRUCT CORRIDOR OR OCCUPIED SPACES WITHOUT PERMISSION FROM COR, PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC.

3. UTILITY OUTAGE SHALL BE DETERMINED BY CONTRACTOR AND COORDINATED WITH THE VA AT LEAST

TWO WEEKS IN ADVANCE.

4. CONSTRUCTION PERIOD TESTING REQUIREMENTS AS PER VA STANDARD CRITERIA.

5. INSPECTION REQUIREMENTS AS PER VA CRITERIA.

6. STAGING/STORAGE AREAS AND CONSTRUCTION ROUTES FOR DELIVERY AND REMOVAL OF MATERIALS

SHALL BE COORDINATED AND APPROVED BY THE COR.

7. PROMPTLY REPAIR DAMAGE CAUSED TO ALL AREAS BY DEMOLITION/CONSTRUCTION OPERATIONS AT

NO COST TO THE VA.

8. MAINTAIN EXITING UTILITIES; KEEP IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION

AND CONSTRUCTION OPERATIONS.

9. DO NOT INTERRUPT EXISTING UTILITY SERVICE TO OCCUPIED SPACES EXCEPT WHEN AUTHORIZED BY

COR.

10.CONTRACTOR SHALL PROVIDE CONSTRUCTION ZONE SIGNS, NEGATIVE PRESSURE ZONE WITH

HEPA FILTERS, AIR SCRUBBERS STICKY MATS, DUST BARRIER; SEAL AIR OUTLETS, SEAL DOORS

BETWEEN CONSTRUCTION ZONE AND HOSPITAL. CONTRACTOR SHALL CONTACT COR FOR A

COMPLETE LIST OF INFECTION CONTROL PROCEDURES.

11.PROVIDE TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS AS NECESSARY TO LIMIT THE

AMOUNT OF DUST AND DIRT RISING AND SCATTERING IN THE AIR TO THE LOWEST LEVELS OF AIR

POLLUTION PRACTICAL FOR THE CONDITION OF WORK. WRAP EITHER DUCT OR OPENINGS OR OUTLET

WITH BLUE CELLOPHANE TO PREVENT DUST FROM ENTERING. COMPLY WITH GOVERNMENT

REGULATIONS.

12.CONTRACTOR SHALL PROVIDE NON-DESTRUCTIVE IMAGING AT ALL REQUIRED PENETRATIONS AT

EXISTING FLOORS AND ROOFS.

13.WARRANTY WILL COMMENCE AT ACCEPTANCE OF VA OF THE LAST ELEVATOR.

CLEANING

1. THE CONSTRUCTION ZONE AND ADJACENT AREAS SHALL BE MAINTAINED IN A CLEAN AND

SANITARY MANNER BY THE CONTRACTORS AND SHALL BE SWEPT AND MOPPED DAILY OR

MORE FREQUENTLY AS NEEDED TO MINIMIZE DUST GENERATION.

2. ALL EQUIPMENT, TOOLS, MATERIAL, ETC. TRANSPORTED THROUGH OCCUPIED AREAS SHALL