S06 Drawings - Project 506-21-205 - updated.pdf

CONTRACT OFFICER REPRESENTATIVE DATE

CHIEF OF ENGINEERING DATE

INTERIOR DESIGNER DATE

DEPARTMENT HEAD DATE

CONTRACT SPECIALIST DATE LEAD USER SIGNATURE DATE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

VA Ann Arbor Healthcare

System

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\d v a lla n d in g h a m \D o c u m e n ts

\1

.1

.1

A v d v a lla n d in g h a m g u id o n d e s ig n .c o m

.r v t

/7

/2

:2

:1

A

M

GI000

COVER SHEET

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RENOVATE 9TH FLOOR (EAST

WING)

ANN ARBOR, MI 48105

506-21-205

BLDG 1W

06/07/2022 JLG TAA

BID DOCUMENTS

FULLY SPRINKLERED

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI101 LIFE SAFETY PLAN

GC101 INFECTION CONTROL/PHASING PLAN

HA101 HAZARDOUS MATERIAL REMOVAL PLAN

ARCHITECTURAL

AE001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AE002 WALL TYPES

AD101 NINTH FLOOR DEMOLITION PLAN

AE101 NINTH FLOOR DIMENSION FLOOR PLAN

AE102 NINTH FLOOR ARCHITECTURAL FLOOR PLAN

AE111 NINTH FLOOR REFLECTED CEILING PLAN

AE601 DOOR & WINDOW SCHEDULE

AI101 FINISH WALL TREATMENT & SIGNAGE PLAN

AI102 FINISH FLOOR TREATMENT PLAN

AI201 INTERIOR ENLARGED PLANS AND ELEVATIONS

AI501 CASEWORK AND INTERIOR FINISHES DETAILS

AI601 FINISH SCHEDULES AND SIGN TYPES

QH101 NINTH FLOOR EQUIPMENT PLAN

FIRE PROTECTION

F000 FIRE SUPPRESSION SYMBOLS AND ABBREVIATIONS

FXD101 NINTH FLOOR FIRE SUPPRESSION DEMOLITION PLAN

FX101 NINTH FLOOR FIRE SUPPRESSION PLAN

PLUMBING

P000 PLUMBING SYMBOLS, ABBREV., SCHEDULES, AND RISERS

PD101 EIGHTH AND NINTH FLOOR PLUMBING DEMOLITION PLANS

PP101 EIGHTH AND NINTH FLOOR PLUMBING PIPING PLANS

MECHANICAL

M000 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD101 NINTH FLOOR MECHANICAL DEMOLITION PLAN

MH101 NINTH FLOOR MECHANICAL HVAC PLAN

MP101 EIGHTH, NINTH, AND PENTHOUSE FLOOR MECHANICAL PIPING

PLANS

MM600 MECHANICAL SCHEDULES AND DETAILS

MM700 MECHANICAL CONTROLS SYSTEMS

ELECTRICAL

E000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

EDL101 NINTH FLOOR LIGHTING DEMOLITION PLAN

EDP101 NINTH FLOOR POWER AND SYSTEMS DEMOLITION PLAN

EL101 NINTH FLOOR LIGHTING PLAN

EP101 NINTH FLOOR POWER PLAN

EP300 ELECTRICAL ENLARGED PLANS

EP500 ELECTRICAL DETAILS

EP600 ELECTRICAL SCHEDULES

EP601 LIGHT FIXTURE SCHEDULES

ET101 NINTH FLOOR TECHNOLOGY PLAN

ET500 TECHNOLOGY DETAILS

ET501 TECHNOLOGY DETAILS

AREA MAP

VICINITY MAP

CAMPUS MAP

PROJECT LOCATION

PROJECT LOCATION-

NINTH FLOOR

N

N

N

506-21-205

RENOVATE 9TH FLOOR (EAST WING)

BID DOCUMENTS

2215 FULLER ROAD, ANN ARBOR, MI 48105

LTC CHARLES S. KETTLES VAMC

Contact:Contact: Contact:

GUIDON DESIGN INC.

Chris Hawk

MEP Project Manager

MECHANICAL,

ELECTRICAL &

PLUMBING

LTC CHARLES S. KETTLES VAMC

Jonathan Otten

COR

2215 Fuller Road, Ann Arbor, MI 48105 p: (734) 845-3735 e: jonathan.otten@va.gov

OWNER

GUIDON DESIGN INC.

David Vallandingham

Project Manager / Architect

1221 North Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 130 e: dvallandingham@guidondesign.com

ARCHITECT

1221 North Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 167 e: chawk@guidondesign.com

Revisions: Date:

BUILDING CODE PROJECT ANAYLISIS

BUILDING ADDRESS 2215

Fuller Road, Ann Arbor, MI

48105

GOVERNING CODE

PROVISIONS

NFPA IBC 2018

HEALTHCARE FEDERAL

BUILDING INFORMATION NFPA 2018

IBC NFPA

BUILDING USE AND OCCUPANCY

CLASSIFICATION

GROUP B BUSINESS CH. 38 CH. 3

CONSTRUCTION TYPE TYPE II-B TYPE II CH. 18/20

BUILDING FULLY FIRE SPRINKLERD YES

ALLOWABLE ACTUAL 18.1.6.1

ALLOWABLE BUILDING HEIGHT

ABOVE GRADE

UL Exist 504.3

ALLOWABLE BUILDING STORIES UL 10 504.4

ALLOWABLE BUILDING AREA UL 1.2 milion 506.2

OCCUPANCY SEPARATION NO 508.4

SMOKE COMPARTMENT YES

CONSTRUCTION RATING OF

BUILDING ELEMENTS.

FIRE RESISTANT RATING

REQUIREMENTS FOR BUILDING

ELEMENTS (HOURS)

STRUCTURAL FRAME 0 HR FIRE RATING

BEARING WALLS - EXTERIOR 0 HR FIRE RATING

BEARING WALLS - INTERIOR 0 HR FIRE RATING

NON BEARING WALLS - EXTERIOR 0 HR FIRE RATING

NON BEARING WALLS - INTERIOR 0 HR FIRE RATING

FLOOR CONSTRUCTION 0 HR FIRE RATING

ROOF CONSTRUCTION 0 HR FIRE RATING

SHAFT ENCLOSURE RATING 2 HR FIRE RATING

EXTERIOR WALL (SEPARATION DISTANCE) 602

NORTH Existing to Remain

SOUTH Existing to Remain

EAST Existing to Remain

WEST Existing to Remain

MEANS OF EGRESS

IBC NFPA

EGRESS CORRIDOR RATINGS 0 HR FIRE RATING 0 HR FIRE RATING 1020.01

MEANS OF EGRESS - OCCUPANT

LOAD

7.3.1.2 1004.5

OCCUPANT LOAD 4719/150 = 32

EGRESS WIDTH 1005

EXIT STAIR WIDTH 32 X .3 = 9 7.3 1005.3.1

EXIT DOOR WIDTH 32 X .2 = 6 7.3 1005.3.2

MINIMUM NUMBER OF EXITS 1006

EXITS PER FLOOR 2

MIX OCCUPANCY EXITS 2

MIX OCCUPANCY EXITS 2

COMMON PATH OF TRAVEL 1006

OCCUPANT Distance 100' Distance 100'

EXIT ACCESS TRAVEL DISTANCE 1017.2

OCCUPANT Distance 250' Distance 250'

CORRIDORS

MINIMUM CORRIDOR WIDTH MIN. WIDTH=36" MIN. WIDTH=36" 18.2.3.4 1020.2

DEAD END CORRIDOR DISTANCE = 50' DISTANCE = 50' 1020.4

BUILDING CODES

GOVERNING BUIDLING CODES

NPFA, NATIONAL FIRE PROTECTION ASSOCIATION FULL LISTING OF CURRENT CODES, INCLUDING BUT

NOT LIMITED TO:

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHER 2018

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2019

NFPA 72 FIRE ALARM CODE

NFPA 70, NEC NATIONAL ELECTRICAL CODE

NFPA 80 STANDARD FOR FIRE DOORS AND FIRE WINDOWS

NFPA 99 HEALTHCARE FACILITIES CODE 2018 ED.

NPFA 101 LIFE SAFETY CODE 2018 ED.

NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION

NFPA 241 STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION

OPERATIONS

ICC CODES, INTERNATIONAL CODE COUNCIL FULL LISTING OF CURRENT CODES, INCLUDING BUT NOT

LIMITED TO:

INTERNATIONAL BUILDING CODE, 2018 2018 ED.

INTERNATIONAL PLUMBING CODE, 2018 2018 ED.

INTERNATIONAL MECHANICAL CODE, 2018 2018 ED.

INTERNATIONAL FUEL GAS CODE, 2018 2018 ED.

INTERNATIONAL FIRE CODE, 2018 2018 ED.

INTERNATIONAL ENERGY AND CONSERVATION CODE , 2018 2018 ED.

ASHRAE STANDARDS, AS REFERENCED WITHIN OTHER CODES INCLUDING, BUT NOT LIMITED TO:

STANDARD 170-2017, VENTILATION OF HEALTHCARE FACILITIES

STANDARD 188-2018, LEGIONELLOSIS: RISK MANAGEMENT FOR BUILDING WATER SYSTEMS

ACCESSIBILITY CODES

ADAAG, ADA ACCESSIBILITY GUIDELINES

VA BARRIER FREE DESIGN GUIDE PG-18-13, ABAAS

FGI, THE FACILITY GUIDELINES INSTITUTE

GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS 2018 ED.

GUIDELINES FOR DESIGN AND CONSTRUCTION OF OUTPATIENT FACILITIES 2018 ED.

BEHAVIORAL HEALTH DESIGN GUIDE 2019 ED.

SYSTEMS RELATING TO MAINTENANCE OF FACILITIES

OSHA, OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION STANDARDS.

CODES AND GUIDELINES REFERENCED WITHIN NFPA AND ICC CODES ARE TO ALSO BE FOLLOWED AND

APPLIED TO ALL DESIGN AND CONSTRUCTION. REFER TO VA MANUAL PG-18-3, SPECIFICATIONS FOR

ADDITIONAL CODES, STANDARDS, GUIDELINES AND REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR

CONSTRUCTING WORK COMPLIANT WITH OSHA, OCCUPATIONAL, SAFETY AND HEALTH

ADMINISTRATION STANDARDS.

VA DESIGN MANUALS PG-18-10

ARCHITECTURAL

ASBESTOS ABATEMENT

ELECTRICAL

ELEVATORS

EQUIPMENT

ESTIMATING

FIRE PROTECTION

HVAC

INTERIOR DESIGN

LIGHTING DESIGN

PHYSICAL SECURITY

LIFE SAFETY PROTECTED FACILITIES

MISSION CRITICAL FACILITIES

APPENDIX AA, APPENDIX AB, APPENDIX AC, APPENDIX B

PLUMBING

SITE PARKING, SITE DEVELOPMENT, SITE APPENDIX

STEAM, HEATING, HOT WATER, AND OUTSIDE DISTRIBUTION SYSTEMS

VOLUME 1, VOLUME 2 & VOLUME 3

STRUCTURAL

A. ANCILLARY FACILITY

B. ENERGY CENTER

C. MEDICAL UNIT

D. NURSING HOME

E. PARKING STRUCTURE

F. REGIONAL OFFICE

G. SEISMIC RETROFIT

SUSTAINABILITY

TELECOMMUNICATIONS

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

1 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

B

1500 SF

CODE ANALYSIS LEGEND

93 SF

A940D

OFFICE

OFA07

92 SF

A940E

OFFICE

OFA07

115 SF

A940F

OFFICE

OFA07

123 SF

A940C

OFFICE

OFA07

208 SF

A940G

OFFICE

OFA07

252 SF

CORRIDOR

C-93

81 SF

A940B

OFFICE

OFA07

292 SF

A940A

OFFICE

OFA07

75 SF

A938

KITCHENETTE

OFA07

56 SF

ELECT

A924

180 SF

STAIR 5

A925

643 SF

CORRIDOR

C-92

446 SF

A937

OPEN OFFICE

OFA07

73 SF

A931A

OFFICE

OFA07

82 SF

A931B

OFFICE

OFA07

76 SF

A927

PRINTER

SL001

135 SF

A923

PUBLIC AFFAIRS

PHOTOS

MIST1

161 SF

SERVICE ELEVATOR

LOBBY

A920

103 SF

EQUIPMENT LIFT

161 SF

A936

OFFICE

OFA07

89 SF

A934

OFFICE

OFA07

93 SF

A932

OFFICE

OFA07

92 SF

A930

OFFICE

OFA07

123 SF

A928

OFFICE

OFA07

91 SF

A926

OFFICE

OFA07

92 SF

A922

OFFICE

OFA07

115 SF

A921A

COMM

TETR1

19 SF

A919

HAC

20 SF

A918

STOR

230 SF

STAIR 1

ST908

762 SF

WEST ELEVATOR

LOBBY

C903

EGRESS PATH DISTANCE = 61' - 0" EGRESS PATH DISTANCE = 87' - 3"

EXIT SEPARATION = 108' - 0"

4719 SF

15032

B

EXIT

EXIT

DIAGONAL DISTANCE = 140' - 6"

FEC

FEC

FEC

SHADE INDICATES AREA

NOT IN SCOPE, TYP.

PROJECT LOCATION

NINTH FLOOR

KEY PLAN

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

VA Ann Arbor Healthcare

System

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\d v a lla n d in g h a m \D o c u m e n ts

\1

.1

.1

A v d v a lla n d in g h a m g u id o n d e s ig n .c o m

.r v t

/7

/2

:2

:2

A

M

GI101

LIFE SAFETY PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RENOVATE 9TH FLOOR (EAST

WING)

ANN ARBOR, MI 48105

506-21-205

BLDG 1W

06/07/2022 JLG DV

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 3/32" = 1'-0"GI101

2 NINTH FLOOR LIFE SAFETY PLAN

N

UPUP

UP

INFECTION CONTROL PROJECT INFORMATION

CONSTRUCTION ACTIVITY - FIRE RISK: D

PATIENT RISK GROUP: LOW

CLASS OF PRECAUTION MATRIX: TYPE IV DURING ABATEMENT ACTIVITES

TYPE III DURING NORMAL CONSTRUCTION

1. PROVIDE TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL

CONSTRUCTION PER NFPA 241. REFER TO DETAIL 2/GI101.

2. PROVIDE TEMPORARY INFECTION CONTROL CONSTRUCTION DOOR WITH

KEYED LOCK ACCESS. REFER TO ELEVATION 3/GI101.

3. PROVIDE TEMPORARY INFECTION CONTROL PLASTIC BARRIER WALL

CONSTRUCTION AT ELEVATOR LOBBY FLOORING RENOVATION. REFER TO

SPECIFICATION FOR ADDITIONAL INFORMATION.

4. FLOORING WILL NEED TO BE TRANSITIONED AT THIS POINT ONCE

CONSTRUCTION BARRIER IS REMOVED.

A. REFER TO LIST OF REQUIRED INFECTION CONTROL PRECAUTIONS OUTLINED

BY CLASS IN SPECIFICATION 01 35 26.

B. REFER TO DRAWINGS, SPECIFICATIONS AND DOOR HARDWARE SCHEDULE

FOR ADDITIONAL INFORMATION.

C. PROJECT SHALL BE COMPLETED IN TWO PHASES.

D. COORDINATE FULL SCOPE OF WORK WITH ENGINEERING DRAWINGS AND

FIELD VERIFICATION. CONTRACTOR IS RESPONSIBLE FOR SCOPE OF ABOVE

CEILING WORK REQUIRED ABOVE AND BELOW THE FLOOR PLATE OF THE

PROJECT BOUNDARY.

E. COORDINATE LOCATION OF TEMPORARY INFECTION CONTROL (IC) BARRIER

WALL CONSTRUCTION AND INFECTION CONTROL (IC) MEASURES WITH COR

AND PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE. TEMPORARY

IC BARRIER WALL CONSTRUCTION LOCATIONS IN DRAWINGS ARE

APPROXIMATE. CONTRACTOR SHALL PROVIDE DRAWING TO COR AND

PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE ONCE ICRA

PROTOCOLS AND PLAN IS APPROVED. CONTRACTOR TO PROVIDE NEGATIVE

AIR PRESSURE RELATIONSHIP TO SPACES OUTSIDE OF PROJECT AREA.

F. SCHEDULE AND TIME OF CONSTRUCTION WORK TO BE APPROVED BY COR

AND NURSING STAFF BEFORE CONSTRUCTION MAY BEGIN. PROVIDE

PHASING INFORMATION FOR ABOVE CEILING WORK IN THE CONTRACTOR

PROVIDED CMP SCHEDULE FOR WORK ALSO REQUIRED ABOVE AND BELOW

THE FLOOR PLATE OF THE PROJECT BOUNDARY.

G. ABOVE CEILING WORK SHALL TAKE PLACE BETWEEN THE HOURS OF 5:00 PM

AND 5:00 AM. IN AREAS THAT REQUIRE ABOVE CEILING WORK WHERE

CEILINGS ARE TO REMAIN, CEILING TILES SHALL BE REMOVED AND STORED

IN A SAFE MANOR UNTIL CEILING TILES CAN BE REINSTALLED. DAMAGED

AND BROKEN CEILING TILES SHALL BE REPLACED BY CONTRACTOR.

H. EXIT/ACCESS FOR ADJACENT OPERATIONAL AREAS SHALL BE MAINTAINED

DURING NORMAL BUSINESS HOURS. SEE GENERAL REQUIREMENTS

SPECIFICATION FOR HOURS OF OPERATION.

I. WORK REQUIRING VIBRATION OR LOAD NOISE SHALL TAKE PLACE BETWEEN

THE HOURS OF 5:00 PM AND 5:00 AM. EVERY EFFORT SHALL BE MADE TO

KEEP NOISE AND VIBRATION TO A MINIMUM.

J. PROVIDE THE FOLLOWING INFECTION CONTROL MEASURES, A 24"X36"

STICKY WALK OFF MAT AND HAND SANITIZER AT EACH TEMPORARY DOOR

LOCATION AND CONSTRUCTION AREA ACCESS. MAT SHALL BE REPLACED OR

CLEANED AS NECESSARY

K. PROVIDE THE VA AND OSHA REQUIRED TEMPORARY SIGNAGE AT EACH

TEMPORARY DOOR LOCATION AND CONSTRUCTION AREA ACCESS.

L. CONTRACTOR SHALL SUPPLY SPILL KIT. SPILL KIT TO INCLUDE SHOP VAC,

MULTI-PURPOSE SPILL CONTROL SORBENTS TO ABSORB NON AGGRESSIVE

LIQUIDS UP TO 30 GALLONS.

M. ALL NEW MATERIAL MOVED THROUGH THE FACILITY SHALL BE COVERED

WITH 4 MIL. POLY SHEET.

N. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE PROJECT

BOUNDARY THROUGH THE FACILITY TO DUMPSTER ALONG VA APPROVED

ROUTE IN ENCLOSED DUMPSTER CART DESIGNED FOR SUCH PURPOSED

WITH A LID.

O. ALL MATERIAL, DEBRIS AND HAZARDOUS MATERIALS SHALL BE PROPERLY

STORED IN DESIGNATED AREAS AND APPROVED CONTAINERS. FLAMMABLE

MATERIALS SHALL NOT BE STORED IN THE FACILITY.

P. PROVIDE CONTAINMENT CART FOR ABOVE CEILING ACCESS OUTSIDE

PROJECT BOUNDARY.

INFECTION CONTROL PLAN NOTES

INFECTION CONTROL GENERAL NOTES

INFECTION CONTROL CONSTRUCTION MATRIX

CONSTRUCTION PROJECT TYPE

TYPE A TYPE B TYPE C TYPE DPATIENT RISK GROUP

I II II III/IVLOW RISK GROUP

I II III IVMEDIUM RISK GROUP

I II III/IV IVHIGH RISK GROUP

II III/IV III/IV IVHIGHEST RISK GROUP

TEMPORARY WALLS. SEE PLAN AND PLAN NOTES

TEMPORARY CONSTRUCTION ACCESS DOORS

REFERENCE AREA FOR ABOVE CEILING

WORK ON FLOOR BELOW.

RE: ENGINEERING DRAWINGS FOR FULL

SCOPE OF WORK

BEYOND PROJECT BOUNDARY

PROJECT BOUNDARY

INFECTION CONTROL LEGEND

CONTINUOUS FIRESAFE SEALANT

TOP AND BOTTOM, & BOTH SIDES

3 1/2" SOUND ATTENUATION BATT.

5/8" TYPE X GYPSUM BOARD, BOTH SIDES

3 5/8" METAL STUD @ 16" O.C. WITH

RUNNER CHANNELS ALONG TOP

AND BOTTOM

CONSTRUCTION

SIDE

PUBLIC

SIDE

6 MIL. FIRE RETARDANT VISQUEEN

MEMBRANE. CONTINUOUSLY ADHERE

TO THE STRUCTURAL DECK ABOVE AND

TO THE FLOOR BELOW WITH TAPE.

UNDERSIDE OF STRUCTURAL DECK

UL LISTING: U465

COORDINATE WITH EXISTING CEILING

PUBLIC

SIDE

1 HOUR FIRE RATED METAL DOOR ASSEMBLY

AND FRAME WITH SEALS, KEYED LOCK,

HARDWARE AND CLOSER

HAND SANITIZER

SEAL ALL EDGES WITH TAPE

SEAL ALL EDGES WITH TAPE

REFER TO TEMPORARY BARRIER TYPE FOR

REQUIRED CONDITION TO STRUCTURE ABOVE

VA / OSHA TEMPORARY SIGNAGE

NEGATIVE PRESSURE GUAGE

H J Kl L N O P Q R S

92 SF

OFFICE

A922

91 SF

OFFICE

A926

123 SF

OFFICE

A928

92 SF

OFFICE

A930

93 SF

OFFICE

A932

89 SF

OFFICE

A934

161 SF

OFFICE

A936

75 SF

KITCHENETTE

A938

292 SF

OFFICE

A940A

81 SF

OFFICE

A940B

93 SF

OFFICE

A940D

92 SF

OFFICE

A940E

115 SF

OFFICE

A940F

123 SF

OFFICE

A940C

208 SF

OFFICE

A940G

180 SF

STAIR 5

A925

56 SF

ELECT

A924

446 SF

OPEN OFFICE

A937

73 SF

OFFICE

A931A

82 SF

OFFICE

A931B

76 SF

PRINTER

A927

115 SF

COMM

A921A

103 SF

EQUIPMENT LIFT

161 SF

SERVICE ELEVATOR

LOBBY

A920

135 SF

PUBLIC AFFAIRS

PHOTOS

A923

643 SF

CORRIDOR

C-92

252 SF

CORRIDOR

C-93

261 SF

SAS

PROGRAMMERS

A901

352 SF

CHIEF OF STAFF

A902A

1518 SF

SECRETARIAL

SUPPORT AND

WAITING

A902C

20 SF

STOR

A918

19 SF

HAC

A919

762 SF

WEST ELEVATOR

LOBBY

C903

230 SF

STAIR 1

ST908

172 SF

MALE TOILET

A909B

136 SF

FEMALE TOILET

A909A

663 SF

CONFERENCE

A917

394 SF

ELEVATORS

16 SF

ELECT

A903

390 SF

OPEN OFFICE

A931

70 SF

ELECT

A910A

M

4 3

CONTRACTOR

ACCESS DURING

CONSTRUCTION

SHADE INDICATES AREA

NOT IN SCOPE, TYP.

PROJECT LOCATION

NINTH FLOOR

KEY PLAN

N

EXISTING GWB TO REMAIN -

CONTRACTOR TO INSPECT

FOR DAMAGES/

PENETRATIONS AND REPAIR/

SEAL PENETRATIONS AS

REQUIRED

E

X

IS

T

IN

G G

W B

V

IF

/8

G W

B I

N F

IL

L

V

IF

HOSPITAL AREA

(NON CONSTRUCTION SIDE)

TOOL

TOOLS THAT CREATE

DUST WHEN USED MUST

BE TYPE THAT CONNECT

DIRECTLY TO SHOP VAC

HOSE

HEPA

SHOP

VAC

NEG. AIR

MACHINE

AIR

FLOW

OUT TO

WINDOW

REMOVE LIGHT OR

ACCESS PANEL &

SEAL AROUND

DUCT TO MAINTAIN

PRESSURE

DIFFERENTIAL

IN

F

E C

T

IO

N C

O N

T R

O L

T E

M P

O R

A R

Y B

A R

R

IE

R P

E R

PHASE 1:

THIS PHASE ENCOMPASSES THE MAJORITY OF

THE CONSTRUCTION WITHIN THE SCOPE

BOUNDARY. ALL CONSTRUCTION WITHIN THIS

AREA TO BE COMPLETED PRIOR TO BEGINNING

PHASE 2.

DURING PHASE 1: AFTER THE CEILING IS

DEMOLISHED AND BEFORE IT IS REPLACED, THE

CONTRACTOR SHALL PROVIDE ACCESS TO THE

PROJECT SITE TO THE GOVERNMENT. THE

GOVERNMENT WILL REPLACE AND RE-ROUTE THE

WATER 5-INCH COLD WATER MAIN, 3-INCH HOT

WATER MAIN, AND VARIOUS SECTIONS OF MINOR

BRANCH PIPING WITHIN PROJECT

AREA. CONTRACTOR SHALL ASSUME TIE-INS

SHOWN WITHIN THEIR SCOPE OF WORK WILL NOT

CHANGE IN DIAMETER OR LOCATION WITH THE

PIPE RE-ROUTING PERFORMED BY THE

GOVERNMENT. CONTRACTOR SHALL SCHEDULE

THEIR WORK WITH THE GOVERNMENT TO

MINIMIZE THE NUMBER OF SHUTDOWNS TO THE

WATER SYSTEM. CONTRACTOR SHALL ASSUME

THE GOVERNMENT WILL PERFORM THEIR WORK

CONCURRENT WITH THE CONTRACTOR’S

OPERATIONS.

PHASE 2:

THIS PHASE INCLUDES THE FLOORING WORK IN

THE WEST ELEVATOR LOBBY C903 AND THE

CORRIDOR BETWEEN THE WEST AND EAST

WINGS OF THE 9TH FLOOR. THIS WORK IS TO BE

COMPLETED OVER A PAIR OF WEEKENDS OR

AFTER BUSINESS HOURS. CONTRACTOR TO

COORDINATE TIMING OF WORK WITH COR. AT

END OF EACH DAYS WORK, CONTRACTOR TO

THOROUGHLY CLEAN WORK AREA AS THESE

CORRIDORS SHALL REMAIN FULLY OPERATIONAL

DURING NORMAL BUSINESS HOURS.

CONTRACTOR TO COORDINATE THE TIMING OF

THIS WORK WITH COR PRIOR TO BEGINNING THIS

PHASE. SEE AI102 FOR MORE INFORMATION.

PHASING LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

VA Ann Arbor Healthcare

System

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\d v a lla n d in g h a m \D o c u m e n ts

\1

.1

.1

A v d v a lla n d in g h a m g u id o n d e s ig n .c o m

.r v t

/1

/2

:5

:5

A

M

GC101

INFECTION CONTROL/PHASING

PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RENOVATE 9TH FLOOR (EAST

WING)

ANN ARBOR, MI 48105

506-21-205

BLDG 1W

06/07/2022 JLG DV

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1 1/2" = 1'-0"GC101

2 TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL CONSTRUCTION NFPA 241

SCALE: 1/4" = 1'-0"GC101

3 TEMPORARY WALL CONSTRUCTION ELEVATION

SCALE: 1/8" = 1'-0"GC101

1 NINTH FLOOR INFECTION CONTROL PLAN

N

SCALE: 3/4" = 1'-0"GC101

4 DETAIL - EXTEND EXISTING PARTITION FOR CONSTRUCTION

AREA FOR REMOVAL OF ASBESTOS CONTAINING PIPE

INSULATION AND PIPE FITTINGS. 2 INCH PIPING WITH 2 INCH

THICK INSULATION. AREA FOR REMOVAL OF GLUE PODS ON 1'

X 1' CEILING TILE. ASSUME APPROXIMATELY 250 SQUARE

FEET.

AREA FOR REMOVAL OF ASBESTOS CONTAINING FLOOR

TILE AND MASTIC

A. HAZMAT REMOVAL NOTES APPLY TO ENTIRE ROOMS. CONTRACTOR SHALL

IDENTIFY ALL MATERIALS DESCRIBED BY NOTE IN EACH ROOM AND

REMOVE ACCORDING TO SAFETY STANDARDS. REFERENCE SPECIFICATION

02 82 11.

B. ALL HAZARDOUS MATERIALS SHALL BE REMOVED IN COMPLIANCE WITH

APPLICABLE CODES AND LAWS.

C. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE HAZARD(S) AND LEVEL

OF PROTECTION REQUIRED FOR ALL EMPLOYEES OR SUBCONTRACTORS

TO COMPLETE THE CONSTRUCTION WORK.

D. PROVIDE ABATEMENT OF VCT AND FLOORING MASTIC WITHIN HATCHED

AREA.

E. REFER TO SPECIFICATION AND ATTACHMENTS FOR ADDITIONAL

INFORMATION.

F. BASED ON THE DATE OF THE EXISTING CONSTRUCTION IT IS ASSUMED

LEAD PAINT IS WITHIN THE PROJECT AREA. CONDUCT DEMOLITION OF THE

EXISTING SPACE WITH THE ASSUMPTION OF LEAD PAINT ON EXPOSED

PLASTER WALLS AND PAINTED SURFACES. REFER TO SPECIFICATION

SECTION 02 83 33.13 LEAD-BASED PAINT REMOVAL, DISPOSAL AND FOR

ADDITIONAL INFORMATION.

G. BASED ON THE DATE OF THE EXISTING CONSTRUCTION AND

UNDERSTANDING OF THE FACILITY, LEAD PAINT IS WITHIN THE PROJECT

AREA. THIS PROJECT SCOPE HAS NO SIGNIFICANT DEMOLITION. DO NOT

PROVIDE LEAD PAINT ABATEMENT. PROVIDE LEAD PAINT SURFACE

STABILIZATION WHERE WORK IS DONE. CONTRACTOR TO USE MEASURES

FOR PROTECTION AND TO MINIMIZE PAINT DEBRIS.

H. CONTRACTOR TO SUBMIT LEAD SURFACES STABILIZATION PLAN AND

PROCEDURES PRIOR TO COMMENCING WORK. SUBMITTAL SHALL BE IN

ACCORDANCE WITH SPECIFICATIONS.

I. ALL ASBESTOS CONTAINING MATERIAL ABOVE CEILING TO BE REMOVED

WITHIN PROJECT BOUNDARY.

J. ALL WINDOW SILLS CONTAIN LEAD BASED MATERIALS AND WILL REQUIRE

ABATEMENT.

HAZARDOUS MATERIAL REMOVAL GENERAL NOTES

HAZARDOUS MATERIAL REMOVAL LEGEND

AREA FOR REMOVAL OF ASBESTOS CONTAINING PIPE

INSULATION AND PIPE FITTINGS. APPROXIMATELY 700

LINEAR FEET OF 2 INCH PIPING WITH 2 INCH THICK

INSULATION.

AREA FOR REMOVAL OF ASBESTOS CONTAINING FLOOR

TILE AND MASTIC. AREA FOR REMOVAL OF ASBESTOS

CONTAINING PIPE INSULATION AND PIPE FITTINGS. 2 INCH

PIPING WITH 2 INCH THICK INSULATION. ASSUME

APPROXIMATELY 1,000 SQUARE FEET.

H J Kl L N O P Q R S

M

UNION

A926A

STAIR 5

A925

OFFICE

A926B

COMPLIANCE

A927

VCC

A928

ELEC

A924

OFFICE

A923

OFFICE

A922A

OFFICE

A922

OFFICE

A929

COPY

ROOM

A930

OFFICE

A931

OFFICE

A932

OFFICE

A902A OFFICE

A901

OFFICE

A937

OFFICE

A936

OFFICE

A935

OFFICE

A934

OFFICE

A933

STAIR 1

A908

RECEPTION

A902C

ELEC

A903

MENS

TOILET

A909

WOMENS

TOILET

A910

ELEC

A910A

OFFICE

A921

LIBRARY

B901

DATA

A921A

H.A.C.

A919

STORAGE

A918

SERVICE

ELEVATOR

LOBBY

C9-4

CONFERENCE

A917

WEST

ELEVATOR

LOBBY

C9-03

CORRIDOR

C9-02

DATA

929A

CORRIDOR

A926

OFFICE

A926C

STORAGE

A926D

SCRPT

STAFF

A926A

FEC

A924A

LIFT

XXX

MECH

A905

TRAINING

B902

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

VA Ann Arbor Healthcare

System

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\d v a lla n d in g h a m \D o c u m e n ts

\1

.1

.1

A v d v a lla n d in g h a m g u id o n d e s ig n .c o m

.r v t

/7

/2

:2

:2

A

M

HA101

HAZARDOUS MATERIAL REMOVAL

PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RENOVATE 9TH FLOOR (EAST

WING)

ANN ARBOR, MI 48105

506-21-205

BLDG 1W

06/07/2022 JLG DV

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"HA101

1 NINTH FLOOR ABATEMENT PLAN

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

N

NORTH ARROW

HVAC RETURN AIR GRILLE

HVAC SUPPLY DIFFUSER

EXIT LIGHTING

SP

SD

SPEAKER

SMOKE DETECTOR

LED RECESSED LIGHT FIXTURE

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

BEYOND PROJECT BOUNDARY, NIC

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

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

BAT BATTEN

BD BOARD

BEV BEVEL

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

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

CO₂ 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

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

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

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

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

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

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

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

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

1. 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.

2. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

3. 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.

4. 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.

5. 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.

6. 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.

7. 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.

8. 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.

9. 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.

10. 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.

11. 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.

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

ORIENTATION AND CONTEXT ONLY.

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

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

14. 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.

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

SLAB FLOOR CONSTRUCTION UNLESS OTHERWISE NOTED.

16. ROUGH OPENINGS SHALL ALLOW FOR SHIM SPACE.

17. 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.

18. PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, NECESSARY BLOCKING AND ROUGH-IN.

19. INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

20. FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND

EQUIPMENT TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

DELIVERY AND ROUGH-IN.

21. ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY

CALLED OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

22. 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.

23. 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.

24. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

25. 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.

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

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

QUALITY OF WORK SHALL BE PROVIDED.

27. 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.

28. CONTRACTOR IS RESPONSIBLE FOR HOSTING SUBMITTAL EXCHANGE FOR THE

DURATION OF THE CONSTRUCTION PERIOD OF PERFORMANCE. AT THE COMPLETION

OF THE PROJECT, PROVIDE A DIGITAL COPY OF ALL DOCUMENTS ON SUBMITTAL

EXCHANGE TO VA.

D DEPTH OR PENNY (NAIL)

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

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

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

ETS EXPOSE TO STRUCTURE

EW EACH WAY

EWC ELECTRIC WATER COOLER

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

FIP FILLER PANEL

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

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER OR FIBERGLASS

REINFORCED PLASTIC

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

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HIGH

H PLAM HIGH PRESSURE PLASTIC LAMINATE

HAZ MAT HAZARDOUS MATERIALS

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

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

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

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

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

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKWASH LOCKWASHER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

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

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

X

X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

ELEVATION REFERENCES

NEW WALL

WALL TO BE

REMOVED

S3A.G

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL SIZE

INDICATES STRUCTURE AND FINISH HEIGHTS

INDICATES QUALIFER

EXISTING WALL TO

REMAIN

TEMPORARY IC

BARRIER WALL

CONSTRUCTION

ROOM

ROOM TAG

NEW DOOR

EXISTING DOOR

DEMOLISHED 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

SCHED SCHEDULE

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

SCWD SOLID CORE WOOD DOOR

SD SHOP DRAWINGS, SMOKE DETECTOR OR SOAP

DISPENSER

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHT SHEET

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

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

STRUCT STRUCTURAL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SV SHEET VINYL

SW SWITCH

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

TA TOILET ACCESSORY

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

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

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VFAT VINYL FACED ACOUSTICAL TILE

VIC VICINITY

VIF VERIFY IN FIELD

VNR VENEER

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VOLT VOLTAGE

VP VENEER PLASTER

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

REVISION TO PLAN CALLOUT

WALLS

DOOR TAG

KEY NOTE TAGS

WALL TAG : REFER TO WALL LEGEND FOR MORE INFORMATION

DOORS

PT-1

A

FINISH INDICATION

FRAME / WINDOW

1 PLAN NOTE

1 DEMOLITION NOTE

KEY NOTE SYMBOLS

CONSTRUCTION GENERAL NOTESARCHITECTURAL SYMBOLS

REFLECTED CEILING PLAN SYMBOLS

ARCHITECTURAL ABBREVIATIONS

HVAC EXHAUST DUCT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

VA Ann Arbor Healthcare

System

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\d v a lla n d in g h a m \D o c u m e n ts

\1

.1

.1

A v d v a lla n d in g h a m g u id o n d e s ig n .c o m

.r v t

/7

/2

:2

:5

A

M

AE001

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RENOVATE 9TH FLOOR (EAST

WING)

ANN ARBOR, MI 48105

506-21-205

BLDG 1W

06/07/2022 JLG TAA

BID DOCUMENTS

FULLY SPRINKLERED

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 DISTINGUISHED 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, OR TO FACE

OF BLOCK. REFER TO PARTITION TYPE FOR PARTITION WIDTH

DIMENSIONS.

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 AND WALL TYPE 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 OTHER 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 PARTITIONS

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 3/AE002.

X. PROVIDE BLOCKING AT EVERY NEW WALL FROM 2'-6" CENTERED AFF TO

7'-0" CENTERED AFF. SEE DETAIL 4/AE002 FOR MORE INFORMATION.

WALL TYPES LEGEND AND GENERAL NOTES

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

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"

" 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 NOTES

WALL TAG LEGEND

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.

WALL TYPES

S2A.Gi 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 3/4" NA NA 40

COMMENTS

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

NA

NA40NANA

S6A.Gi 6" 7 1/4" NA40NANA

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

INSULATION PRESENT WITH QUALIFER (i OR t)

F2B.Gt 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 1/8" NA NA NA

COMMENTS

F3B.Gt 3 5/8" 4 1/4"

NA

NANANANA

F6B.Gt 6" 6 5/8" NANANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

STRUCTURAL DIMENSION

5/8"

CEILING

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.

F0B.Gt 7/8" 1 1/2" NA NA NA

F1B.Gt 1 5/8" 2 1/4"

HAT CHANNEL @ 24" O.C.

NANANA NA

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

DEEP LEG SLIP TRACK AT DECK

FINISH DIMENSION

6"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

COMMENTS

S3A.2Fi 3 5/8" 6 1/8" SEAL ALL PENETRATIONS60U411-- HR.

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

1 1/4"

STRUCTURAL SIZE

1 1/4"

FINISH DIMENSION

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

BEAD OF CONT. SEALANT

STEEL STUDS @ 24" 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)

5/8" TYPE X GYP BD (1 LAYERS). STAGGER JOINTS

5/8" SOUND DAMPING GYP BD (1 LAYER)

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.