Attachment 05 - Vol 1 Construction Plans- Construct Ambulance Garage.pdf

CO

CO

CO

CO

DECON

PROJECT

SITE

MAIN

ENTRANCE

W

OO

LF

AV

EN

UE

NEWTON

ROAD

EXISTING PARKING GARAGE

EXISTING STAIRS AND

PEDESTRIAN PATH FROM

WOOLF AVENUE

EMERGENCY VEHICLE

ACCESS ONLY SIGNAGE

AND GATE ARM

AMBULANCE GARAGE EXIT

DECONTAMINATION ENTRY

AMBULANCE GARAGE ENTRY

EMERGENCY VEHICLE

ACCESS ONLY SIGNAGE

AND GATE ARM

BUILDING ADDITION

LIMITS OF CONSTRUCTION

REPLACE

CONCRETE

APRON

PEDESTRIAN PATH

NEWTON ROAD

BUILDING 1

ADDITION

BUILDING 50

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

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

STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT NAME:

SITE ADDRESS:

VA PROJECT NUMBER:

OWNER AND CONSULTANTS:

ARCHITECT/ENGINEER OF RECORD

2882 106th Street, Des Moines, IA 50322 630-717-2433 www.imegcorp.com

C U s e rs

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1-I1

COVER SHEET

IOWA CITY, IA

636-807

MAY 25, 2023 LA EM

CONSTRUCT AMBULANCE GARAGE

DEPARTMENT OF VETERAN AFFAIRS

IOWA CITY VA HEALTH CARE SYSTEM

601 HWY 6 WEST

IOWA CITY, IA 52246

636-807

17002

CONSTRUCTION AMBULANCE

GARAGE IOWA CITY

SHEET INDEX

SHEET NO. SHEET TITLE 3

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00 GENERAL

1-I1 COVER SHEET █ █ █ █

1-I2 SHEET INDEX █ █ █

1-I3 ABBREVIATIONS █ █ █ █

1-I4 GENERAL NOTES AND SYMBOLS █ █ █

1-I5 LIFE SAFETY PLAN █ █ █ █

1-I6 INFECTION CONTROL AND PHASING PLAN █ █

1-I7 REFERENCE PLAN - BASEMENT FLOOR - EXISTING R R R

1-I8 REFERENCE PLAN - FIRST FLOOR - EXISTING R R R

1-I9 REFERENCE PLAN - SECOND FLOOR - EXISTING R R R

01 SITE PLANNING DRAWINGS

1-L1 EXISTING CONDITIONS SURVEY █ █ █ █

1-L2 DEMOLITION PLAN █ █ █ █

1-L3 SITE PLAN █ █ █ █

1-L4 GRADING AND EROSION CONTROL PLAN █ █ █ █

1-L5 UTILITY PLAN █ █ █ █

1-L6 CIVIL DETAILS █ █ █

1-L7 CIVIL DETAILS █ █

1-L8 RESTORATION PLAN █

1-L9 RESTORATION NOTES AND DETAILS █

03 ARCHITECTURAL

1-A1 DEMOLITION PLAN █ █ █ █

1-A2 FLOOR PLAN - ARCHITECTURE █ █ █ █

1-A3 REFLECTED CEILING PLAN AND ROOF PLAN █ █ █ █

1-A4 EXTERIOR ELEVATIONS █ █ █

1-A5 BUILDING AND WALL SECTIONS █ █ █ █

1-A6 PLAN DETAILS █ █ █

1-A7 SECTION DETAILS █ █

1-A8 DETAILS █ █

1-A9 OPENING SCHEDULE AND BUILDING ELEMENT TYPES █ █ █

1-A10 FINISH SCHEDULE AND PLAN █ █ █

1-A11 INTERIOR ELEVATIONS █ █ █

03 ARCHITECTURAL MISC

1-DE1 FLOOR PLAN - EQUIPMENT █ █ █

1-DE2 WAYFINDING MESSAGE SCHEDULES & SIGNAGE DETAILS █ █

1-DE3 SIGNAGE DETAILS █ █

04 STRUCTURAL

1-S1 GENERAL NOTES █ █ █

1-S2 TESTING, INSPECTIONS, AND OBSERVATIONS SNOW DRIFT PLAN █ █ █

1-S3 FOUNDATION PLAN █ █ █

1-S4 ROOF FRAMING PLAN █ █ █

1-S5 FOUNDATION DETAILS █ █ █

1-S6 STEEL DETAILS █ █ █

05 PLUMBING

1-P0 PLUMBING COVERSHEET █ █ █

1-P3 UNDERFLOOR PLAN - PLUMBING █ █ █

1-P4 FLOOR PLAN - PLUMBING █ █ █

1-P5 ROOF PLAN - PLUMBING █ █ █

1-P6 PLUMBING DETAILS █ █ █

06 MECHANICAL

1-M0 MECHANICAL COVERSHEET █ █ █

1-M1 DEMOLITION PLAN - MECHANICAL █ █

1-M2 FLOOR PLAN - MECHANICAL █ █ █

1-M3 ROOF PLAN - MECHANICAL █ █ █

1-M4 MECHANICAL DETAILS █ █ █

1-M7 MECHANICAL SCHEDULES █ █ █

07 ELECTRICAL

1-E0 ELECTRICAL COVERSHEET █ █ █

1-E1 ELECTRICAL SYSTEMS COVERSHEET █ █

1-E2 SITE PLAN - ELECTRICAL █ █ █

1-E3 FLOOR PLAN - LIGHTING █ █ █

1-E4 FLOOR PLAN - POWER █ █ █

1-E5 FLOOR PLAN - SYSTEMS █ █ █

1-E6 ROOF PLAN - ELECTRICAL █ █ █

1-E7 ELECTRICAL DETAILS █ █ █

1-E8 ELECTRICAL DETAILS █ █ █

1-E9 ELECTRICAL SCHEDULES █ █ █

08 FIRE PROTECTION

1-F0 FIRE PROTECTION COVERSHEET █ █ █

1-F1 FLOOR PLAN - FIRE PROTECTION █ █ █

09 TECHNOLOGY

1-T0 TECHNOLOGY COVERSHEET █ █ █

1-T1 SITE PLAN - TECHNOLOGY █ █ █

1-T2 DEMOLITION PLAN - TECHNOLOGY █ █ █

1-T3 BASEMENT FLOOR PLAN - TECHNOLOGY █ █ █

1-T4 FLOOR PLAN - TECHNOLOGY █ █ █

1-T5 TECHNOLOGY DETAILS █ █ █

1-T6 TECHNOLOGY DIAGRAMS █ █

1-T7 TECHNOLOGY SCHEDULES █ █ █

VA COR:

CONTACT:

ADDRESS:

PHONE:

BENJAMIN MITCHELL

DEPARTMENT OF VETERANS AFFAIRS

IOWA CITY VA HEALTH CARE SYSTEM

601 HWY 6 WEST

IOWA CITY, IA 52246

319-338-0581 x636573

ARCHITECT:

NAME:

ADDRESS:

CONTACT:

ANDERSON ENGINEERING OF MN, LLC

13605 1ST AVE NORTH, SUITE 100

PLYMOUTH, MN 55441

ED MARKFORT

PHONE: 763-412-4000

STRUCTURAL ENGINEER:

ADDRESS:

CONTACT:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

DANIELLE BARTLETT

VICINITY MAP:

KEY PLAN:

PLAN

NORTH

TRUE

NORTH

CIVIL ENGINEER:

NAME:

ADDRESS:

CONTACT:

ANDERSON ENGINEERING OF MN, LLC

13605 1ST AVE NORTH, SUITE 100

PLYMOUTH, MN 55441

ERIC SAUTBINE

MECH/ELEC/PLUMB/TECH/FIRE ENGINEER:

NAME:

ADDRESS:

CONTACT:

PHONE:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

ERIC HENDERSON

630-717-2433

PLAN

NORTH

TRUE

NORTH

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL

SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR

UNDER MY DIRECT SUPERVISION AND RESPONSIBLE

CHARGE. I AM A DULY LICENSED ARCHITECT UNDER THE

LAWS OF THE STATE OF IOWA.

DATE

MY LICENSE EXPIRATION DATE IS: 06/30/2023

PAGES OR SHEETS COVERED BY THIS SEAL:

THOMAS OLESAK, AIA

GENERAL, ARCHITECTURAL, AND ARCHITECTURAL

MISCELLANEOUS

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

DATE

MY LICENSE EXPIRATION DATE IS: 12/31/2023

PAGES OR SHEETS COVERED BY THIS SEAL:

I O W A

S E

D

PROFESS IONA

20825

L

IC

E N

L E

N G

I N E

E R

ERIC J.

HENDERSON ERIC J. HENDERSON

MECHANICAL, PLUMBING, FIRE PROTECTION

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

DATE

MY LICENSE EXPIRATION DATE IS: 12/31/2024

PAGES OR SHEETS COVERED BY THIS SEAL:

I O W A

S E

D

PROFESS IONA

25751

L

IC

E N

L E

N G

I N E

E R

DANIELLE J.

BARTLETT DANIELLE J. BARTLETT

STRUCTURAL

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

DATE

MY LICENSE EXPIRATION DATE IS: 12/31/2023

PAGES OR SHEETS COVERED BY THIS SEAL:

I O W A

S E

D

PROFESS IONA

21081

L

IC

E N

L E

N G

I N E

E R

KRISTEN L.

SPINA KRISTEN L. SPINA

ELECTRICAL

GEOTECHNICAL ENGINEER:

ADDRESS:

CONTACT:

TERRACON

2640 12TH STREET SW

CEDAR RAPIDS, IA 52404

JUSTIN WIDDEL

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

DATE

MY LICENSE EXPIRATION DATE IS: 12/31/2024

PAGES OR SHEETS COVERED BY THIS SEAL:

I O W A

S E

D

PROFESS IONA

18283

L

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L E

N G

I N E

E R

GARY R.

JOHNSON GARY R. JOHNSON

SITE PLANNING, CIVIL ENGINEERING

ALTERNATES:

ALTERNATE NO. 1: BASE BID EXCEPT DELETE CONSTRUCTION OF SIDING PANELS, NEW WEATHER BARRIER, 3 INCH RIGID BOARD CONTINUOUS EXTERIOR INSULATION, AND ALL CLIPS, FASTENERS, AND

PAINT. EIFS EXTERIOR WALL FINISH OUTSIDE OF THE GARAGE ADDITION TO REMAIN.

ALTERNATE NO. 2: ALTERNATE 1 EXCEPT DELETE 4” CONCRETE SIDEWALK WITH 6” AGGREGATE BASE.

MODIFY SUBSOIL AND PROVIDE SOD.

ALTERNATE NO. 3: ALTERNATE 2 EXCEPT DELETE 1/2" SOLID SURFACE WALL PANEL SYSTEM AT DECON

SHOWER ROOM 1W221A. WALL FINISH SHALL BE HIGH PERFORMANCE RESINOUS WALL COATING.

ALTERNATE NO. 4: ALTERNATE 3 EXCEPT DELETE LANDSCAPE VEGETATION IMPROVEMENTS. SOD TO

REMAIN.

ALTERNATE NO. 5: ALTERNATE 4 EXCEPT TOP OF WALL ELEVATION REDUCED FROM 733’-1 1/2" TO 730’-7

1/2" AS INDICATED ON ELEVATIONS AND SECTIONS. PROVIDE APPROVED TIE-OFFS AS OSHA

REQUIREMENT FOR EQUIPMENT MAINTENANCE.

ALTERNATE NO. 6: ALTERNATE 5 EXCEPT DELETE EPDM ROOF MEMBRANE. SINGLE PLY ROOF MEMBRANE

SHALL BE WHITE TPO.

ALTERNATE NO. 7: ALTERNATE 6 EXCEPT DELETE METAL BUILDING PRE-ENGINEERED HANGER ROD

STYLE ROOF CANOPIES. WALL MOUNTED LIGHTS SHALL BE PROVIDED.

ALTERNATE NO. 8: ALTERNATE 7 EXCEPT DELETE GYPSUM BOARD CEILING AT GARAGE ROOM 1W221.

ENCASE STRUCTURAL BEAMS WITH GYP FURRING SYSTEM. SUSPEND LED LIGHT FIXTURES.

ALTERNATE NO. 9: ALTERNATE 8 EXCEPT DELETE DRAIN TILE SYSTEM AT SOUTH CURB AND GUTTER.

ALTERNATE NO. 10: ALTERNATE 9 EXCEPT DELETE ROOF MOUNTED HOSE BIB.

Revisions: Date:

5/25/2023 5/25/2023 05/25/2023

05/25/2023 05/25/2023

Kristen.L.Spina Pen Hurth f Some

█ ISSUED

NOT ISSUED

ISSUED FOR REFERENCE ONLY

ISSUED AS NOTED

R

N

SHEET ABBREVIATION AND NUMBERING

I1- COVER SHEET (INCLUDES INDEX TO DRAWINGS

L1- SITE PLANNING DRAWINGS

B1- SUB-SURFACE IDENTIFICATION DRAWINGS

A1- ARCHITECTURAL DRAWINGS

DE1- ARCHITECTURAL MISCELLANEOUS DRAWINGS

S1- STRUCTURAL DRAWINGS

W1- SANITARY DRAWINGS

P1- PLUMBING DRAWINGS

H1- HEATING, VENTILATING, AIR CONDITIONING, AND REFRIGERATION

DRAWINGS

G1- STEAM GENERATION DRAWINGS

D1- OUTSIDE GENERATION DRAWINGS

E1- ELECTRICAL DRAWINGS

F1- FIRE PROTECTION

M1- MEDICAL EQUIPMENT

T1- TECHNOLOGY

MATERIAL LEGEND

EXISTING

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

BRICK

BRICK

CONCRETE

GYPSUM BOARD

GRAVEL / FILL

PLYWOOD

EARTH

PLAN & SECTION SECTION

ELEVATION

NEW CONSTRUCTION

CMU

RIGID INSULATION

SPRAY FOAM

STONE

WOOD - HORIZONTAL

WOOD - VERTICAL

FIRE PROOFING

CMU

CONCRETE

METAL

MORTAR NET

SOLID SURFACE

STONE

BATT INSULATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

2882 106th Street, Des Moines, IA 50322 630-717-2433 www.imegcorp.com

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SHEET INDEX CONSTRUCTION AMBULANCE

GARAGE IOWA CITY

IOWA CITY, IA

636-807

MAY 25, 2023 LA EM17002

SHEET INDEX

SHEET NO. SHEET TITLE 3

5%

D D

IS

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/24 /20

5%

D D

IS

SU

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/27 /20

5%

D D

IS

SU

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/04 /20

C

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ST

RU

CT

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5/2

5/2

00 GENERAL

1-I1 COVER SHEET █ █ █ █

1-I2 SHEET INDEX █ █ █

1-I3 ABBREVIATIONS █ █ █ █

1-I4 GENERAL NOTES AND SYMBOLS █ █ █

1-I5 LIFE SAFETY PLAN █ █ █ █

1-I6 INFECTION CONTROL AND PHASING PLAN █ █

1-I7 REFERENCE PLAN - BASEMENT FLOOR - EXISTING R R R

1-I8 REFERENCE PLAN - FIRST FLOOR - EXISTING R R R

1-I9 REFERENCE PLAN - SECOND FLOOR - EXISTING R R R

01 SITE PLANNING DRAWINGS

1-L1 EXISTING CONDITIONS SURVEY █ █ █ █

1-L2 DEMOLITION PLAN █ █ █ █

1-L3 SITE PLAN █ █ █ █

1-L4 GRADING AND EROSION CONTROL PLAN █ █ █ █

1-L5 UTILITY PLAN █ █ █ █

1-L6 CIVIL DETAILS █ █ █

1-L7 CIVIL DETAILS █ █

1-L8 RESTORATION PLAN █

1-L9 RESTORATION NOTES AND DETAILS █

03 ARCHITECTURAL

1-A1 DEMOLITION PLAN █ █ █ █

1-A2 FLOOR PLAN - ARCHITECTURE █ █ █ █

1-A3 REFLECTED CEILING PLAN AND ROOF PLAN █ █ █ █

1-A4 EXTERIOR ELEVATIONS █ █ █

1-A5 BUILDING AND WALL SECTIONS █ █ █ █

1-A6 PLAN DETAILS █ █ █

1-A7 SECTION DETAILS █ █

1-A8 DETAILS █ █

1-A9 OPENING SCHEDULE AND BUILDING ELEMENT TYPES █ █ █

1-A10 FINISH SCHEDULE AND PLAN █ █ █

1-A11 INTERIOR ELEVATIONS █ █ █

03 ARCHITECTURAL MISC

1-DE1 FLOOR PLAN - EQUIPMENT █ █ █

1-DE2 WAYFINDING MESSAGE SCHEDULES & SIGNAGE DETAILS █ █

1-DE3 SIGNAGE DETAILS █ █

04 STRUCTURAL

1-S1 GENERAL NOTES █ █ █

1-S2 TESTING, INSPECTIONS, AND OBSERVATIONS SNOW DRIFT PLAN █ █ █

1-S3 FOUNDATION PLAN █ █ █

1-S4 ROOF FRAMING PLAN █ █ █

1-S5 FOUNDATION DETAILS █ █ █

1-S6 STEEL DETAILS █ █ █

05 PLUMBING

1-P0 PLUMBING COVERSHEET █ █ █

1-P3 UNDERFLOOR PLAN - PLUMBING █ █ █

1-P4 FLOOR PLAN - PLUMBING █ █ █

1-P5 ROOF PLAN - PLUMBING █ █ █

1-P6 PLUMBING DETAILS █ █ █

06 MECHANICAL

1-M0 MECHANICAL COVERSHEET █ █ █

1-M1 DEMOLITION PLAN - MECHANICAL █ █

1-M2 FLOOR PLAN - MECHANICAL █ █ █

1-M3 ROOF PLAN - MECHANICAL █ █ █

1-M4 MECHANICAL DETAILS █ █ █

1-M7 MECHANICAL SCHEDULES █ █ █

07 ELECTRICAL

1-E0 ELECTRICAL COVERSHEET █ █ █

1-E1 ELECTRICAL SYSTEMS COVERSHEET █ █

1-E2 SITE PLAN - ELECTRICAL █ █ █

1-E3 FLOOR PLAN - LIGHTING █ █ █

1-E4 FLOOR PLAN - POWER █ █ █

1-E5 FLOOR PLAN - SYSTEMS █ █ █

1-E6 ROOF PLAN - ELECTRICAL █ █ █

1-E7 ELECTRICAL DETAILS █ █ █

1-E8 ELECTRICAL DETAILS █ █ █

1-E9 ELECTRICAL SCHEDULES █ █ █

08 FIRE PROTECTION

1-F0 FIRE PROTECTION COVERSHEET █ █ █

1-F1 FLOOR PLAN - FIRE PROTECTION █ █ █

09 TECHNOLOGY

1-T0 TECHNOLOGY COVERSHEET █ █ █

1-T1 SITE PLAN - TECHNOLOGY █ █ █

1-T2 DEMOLITION PLAN - TECHNOLOGY █ █ █

1-T3 BASEMENT FLOOR PLAN - TECHNOLOGY █ █ █

1-T4 FLOOR PLAN - TECHNOLOGY █ █ █

1-T5 TECHNOLOGY DETAILS █ █ █

1-T6 TECHNOLOGY DIAGRAMS █ █

1-T7 TECHNOLOGY SCHEDULES █ █ █

1 NORTHWEST PERSPECTIVE 2 SOUTHWEST PERSPECTIVE

3 INTERIOR VIEW - AT AMBULANCE EXIT LOOKING SOUTH 4 INTERIOR VIEW - AT AMBULANCE ENTRANCE LOOKING NORTH

Revisions: Date:

ARCHITECTURAL ABBREVIATIONS

A/C

A/C UNIT

A/E

AAMA

AAP

AB

ABC

ACC

ACI

ACT

ACS DR

ACS FLR

ACS PNL

ACST

AD

ADA

ADC

ADDL

ADDN

ADH

ADJ

ADMIN

AFF

AFG

AFS

AGC

AGGR

AHJ

AHR

AHU

AIA

AISC

ALT

ALT NO

ALUM

AMT

ANOD

ANSI

ANT

AP

APA

APC

APPD

APPROX

AR

ARCH

ASB

ASI

ASKLR

ASPH

ASSN

ASTM

ATCH

ATM

AUTO

AUX

AV

AVG

AW

AWI

AWPA

AWS

B PL

BAT

BD

BD FT

BEV

BHMA

BI FLD DR

BITUM

BKG

BLD

BLDG

BM

BOT

BRCG

BRDG

BRDG JST

BRG

BRG PL

BRKT

BRZ

BSMT

BTWN

BUR

C CONC

C TO C

CAB

CAC

CB

CBB

CCD

CCTV

CCW

CD

CEM

CEM PLAS

CER

CF

CF/CI

CF/OI

CFLG

CFMF

CG

CGSFU

CH

CHEM

CHFR

CHK

CI

CIP

CIR

CIRC

CJ

CL

CLDG

CLG

CLR

CM

CMU

AIR CONDITION

AIR CONDITIONING UNIT

ARCHITECT/ENGINEER

AMERICAN ARCHITECTURAL MANUFACTURERS ASSN

ALARM ANNUNCIATOR PANEL

ANCHOR BOLT

AGGREGATE BASE COURSE

ACCESSIBLE

AMERICAN CONCRETE INSTITUTE

ACOUSTICAL CEILING TILE

ACCESS DOOR

ACCESS FLOOR

ACCESS PANEL

ACOUSTIC

AREA DRAIN

AMERICANS WITH DISABILITIES ACT

AUTOMATIC DOOR CLOSER

ADDITIONAL

ADDITION

ADHESIVE

ADJACENT, ADJOINING, OR ADJUSTABLE

ADMINISTRATION

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ABOVE FINISHED SLAB

ASSOCIATED GENERAL CONTRACTORS

AGGREGATE

AUTHORITY HAVING JURISDICTION

ANCHOR

AIR HANDLING UNIT

AMERICAN INSTITUTE OF ARCHITECTS

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALTERNATE

ALTERNATE NUMBER

ALUMINUM

AMOUNT

ANODIZE

AMERICAN NATIONAL STANDARDS INSTITUTE

ANTENNA

ACCESS PANEL

AMERICAN PLYWOOD ASSOCIATION

ARCHITECTURAL PRECAST CONCRETE

APPROVED

APPROXIMATE

AS REQUIRED

ARCHITECT

ASBESTOS

ARCHITECT'S SUPPLEMENTAL INSTRUCTION

AUTOMATIC SPRINKLER

ASPHALT

ASSOCIATION

AMERICAN SOCIETY FOR TESTING AND MATERIALS

ATTACHMENT

AUTOMATIC TELLER MACHINE

AUTOMATIC

AUXILIARY

AUDIO VISUAL

AVERAGE

ACID WASTE

ARCHITECTURAL WOODWORKING INSTITUTE

AMERICAN WOOD PRESERVERS' ASSOCIATION

AMERICAN WELDING SOCIETY

BASE PLATE

BATTEN

BOARD

BOARD FEET (FOOT)

BEVEL

BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION

BIFOLDING DOORS

BITUMINOUS

BACKING

BUILD

BUILDING

BEAM OR BENCHMARK

BOTTOM

BRACING

BRIDGING

BRIDGING JOIST

BEARING

BEARING PLATE

BRACKET

BRONZE

BASEMENT

BETWEEN

BUILT-UP ROOFING

CAST CONCRETE

CENTER TO CENTER

CABINET

CEILING ATTENUATION CLASS

CATCH BASIN OR CORNER BEAD

CEMENTITIOUS (BACKER) BOARD

CONSTRUCTION CHANGE DIRECTIVE

CLOSED CIRCUIT TELEVISION

COUNTERCLOCKWISE

CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS

CEMENT

CEMENT PLASTER

CERAMIC

CONTRACTOR FURNISHED

CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CONTRACTOR FURNISHED/OWNER INSTALLED

COUNTERFLASHING

COLD-FORMED METAL FRAMING

CORNER GUARD

CERAMIC GLAZED STRUCTURAL FACING UNITS

COAT HOOK

CHEMICAL

CHAMFER

CHECK

CAST IRON

CAST-IN-PLACE

CIRCLE

CIRCULAR

CONSTRUCTION JOINT OR CONTROL JOINT

CENTER LINE

CLADDING

CEILING

CLEAR

CONSTRUCTION MANAGEMENT

CONCRETE MASONRY UNIT

CNR

CNTR

CRTP

CO

CO2

COL

COM

COMB

COMM

COMP

CONC

CONC FLR

COND

CONF

CONN

CONSTR

CONT

CONTR

COORD

CORR

CPM

CPRS

CR

CRS

CRSI

CSB

CSG

CSI

CSK

CSMT

CSWK

CTG

CTR

CTRL

CTV

CU FT

CU IN

CU YD

CURT

CYL

CYL L

D

DAT

DBL

DBL GLZ

DCS

DP

DEG

DEL

DEMO

DEPT

DET

DF

DIA

DIAG

DIFF

DIM

DIR

DISP

DIST

DIV

DL

DOC

DR

DR CL

DR FR

DR OPNG

DS

DSGN

DW

DWG

E

EA

EFF

EFS

EIFS

EJ

EL

ELAST

ELEC

ELEC DR OP

ELEV

EMER

EMER SHR

ENCL

ENGR

ENVIR

EO

EPA

EPDM

EPO

EPS

EQ

EQL SP

EQUIP

EQUIV

ERD

ESC

ESMT

ESP

EST

ETC

EW

EWC

EWS

EXH

EXIST

EXP

EXP BT

EXST GR

EXT

EXT GR

CORNER

COUNTER

COUNTERTOP

CARBON MONOXIDE

CARBON DIOXIDE

COLUMN

COMMON

COMBINATION, COMBINED

COMMUNICATION

COMPONENT

CONCRETE

CONCRETE FLOOR

CONDENSER OR CONDITION

CONFERENCE

CONNECT

CONSTRUCTION

CONTINUE

CONTRACTOR

COORDINATE

CORRIDOR

CRITICAL PATH METHOD

COMPRESSIBLE

CARD READER

COLD ROLLED STEEL

CONCRETE REINFORCING STEEL INSTITUTE

CONCRETE SPLASH BLOCK

CASING

CONSTRUCTION SPECIFICATIONS INSTITUTE

COUNTER SUNK

CASEMENT

CASEWORK

COATING

CENTER

CONTROL

CABLE TELEVISION

CUBIC FEET

CUBIC INCH

CUBIC YARD

CURTAIN

CYLINDER

CYLINDER LOCK

DEPTH OR PENNY (NAIL)

DATUM

DOUBLE

DOUBLE GLAZE

DIAPER CHANGING STATION

DECORATIVE PANEL

DEGREE

DELETE

DEMOLITION

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIFFERENCE OR DIFFUSER

DIMENSION

DIRECTION

DISPENSER

DISTANCE

DIVIDE OR DIVISION

DEAD LOAD

DOCUMENT

DOOR, DRAIN, DRESSING ROOM, OR DRIVE

DOOR CLOSER

DOOR FRAME

DOOR OPENING

DOWNSPOUT

DESIGN

DISHWASHER

DRAWING

EAST

EACH

EFFICIENCY

EXTERIOR FINISH SYSTEM

EXTERIOR INSULATION AND FINISH SYSTEM

EXPANSION JOINT

ELEVATION

ELASTOMERIC

ELECTRIC

ELECTRIC DOOR OPENER

ELEVATOR

EMERGENCY

EMERGENCY SHOWER

ENCLOSURE

ENGINEER

ENVIRONMENT

ELECTRICAL OUTLET

ENVIRONMENTAL PROTECTION AGENCY

ETHYLENE PROPYLENE DIENE MONOMER

EMERGENCY POWER OFF

EXPANDED POLYSTYRENE BOARD (INSULATION)

EQUAL

EQUALLY SPACED

EQUIPMENT

EQUIVALENT

EXISTING ROOF DRAIN

ESCAPE OR ESCUTCHEON

EASEMENT

ESPECIALLY

ESTIMATE

AND SO FORTH OR ET CETERA

EACH WAY

ELECTRIC WATER COOLER

EYE WASH STATION

EXHAUST

EXISTING

EXPANSION OR EXPOSED

EXPANSION BOLT

EXISTING GRADE

EXTERIOR, EXTERNAL, OR EXTINGUISHER

EXTERIOR GRADE

F

FA

FAB

FAC

FACIL

FAS

FAS BD

FCU

FCO

FCTY

FD

FDC

FDTN

FE

FEC

FF

FF EL

FF&E

FHC

FHP

FIG

FIL

FIN

FIN FLR

FIN GR

FIN WD

FIXT

FL

FLASH

FLDG

FLEX

FLG

FLR

FLR FIN

FLR SK

FLUOR

FLUOR FIX

FM

FM-G

FO

FOC

FOF

FOM

FOS

FOUNT

FOW

FP

FR

FR SNK

FREQ

FRMG

FRP

FRZ

FS

FSB

FSTNR

FT

FTG

FURG

FURN

FUT

FVC

GA

GAL

GALV

GALV STL

GB

GC

GD

GDR

GEN

GFRC

GFRG

GFRP

GI

GL

GL BLK

GLU LAM

GP

GR FL

GRAN

GRTG

GSB

GSM

GSU

GT

GUAR

GUT

GYP

GYP BD

GYP PLAS

H

HAZ MAT

HB

HC

HCWD

HDBD

HDO

HDR

HDW

HDWD

HEPA

HEX

HGR

HM

HMD

HMDF

HMF

HNDRL

HO

HORIZ

HOSP

HP

HPD

HPDL

HQ

HS

HSE

HSKPG

FAHRENHEIT OR FEMALE

FIRE ALARM

FABRIC

FACTOR

FACILITY

FASCIA

FASCIA BOARD

FAN COIL UNIT

FLOOR CLEANOUT

FACTORY

FLOOR DRAIN

FIRE DEPARTMENT CONNECTION

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FACE

FINISH FLOOR ELEVATION

FURNITURE, FIXTURE, AND EQUIPMENT

FIRE HOSE CABINET

FULL HEIGHT PARTITION

FIGURE

FILLET

FINISH

FINISH FLOOR

FINISH GRADE

FINISH WOOD

FIXTURE

FLOORLINE

FLASHING

FOLDING

FLEXIBLE

FLOORING

FLOOR

FLOOR FINISH

FLOOR SINK

FLUORESCENT

FLUORESCENT FIXTURE

FACTORY MUTUAL

FACTORY MUTUAL GLOBAL

FINISHED OPENING

FACE OF CONCRETE OR FACE OF CURB

FACE OF FINISH

FACE OF MASONRY

FACE OF SLAB OR FACE OF STUD

FOUNTAIN

FACE OF WALL

FIRE PROTECTION OR FIREPROOF

FIRE RATING, FIRE RESISTANT, OR FRAME

FLUSHING RIM SINK

FREQUENCY

FRAMING

FIBERGLASS REINFORCED PLASTIC

FREEZER

FEDERAL SPECIFICATION

FOLDING SHOWER BENCH

FASTENER

FEET OR FOOT

FOOTING

FURRING

FURNISH OR FURNITURE

FUTURE

FIRE VALVE CABINET

GAGE OR GYPSUM ASSOCIATION

GALLON

GALVANIC OR GALVANIZED

GALVANIZED STEEL

GRAB BAR

GENERAL CONTRACTOR

GUARD

GUARD RAIL

GENERAL OR GENERATOR

GLASS-FIBER-REINFORCED CONCRETE

GLASS-FIBER-REINFORCED GYPSUM

GLASS-FIBER-REINFORCED PLASTIC

GALVANIZED IRON

GLASS

GLASS BLOCK

GLUED LAMINATED WOOD

GRAB BAR

GROUND FLOOR

GRANITE

GRATING

GYPSUM SHEATHING BOARD

GALVANIZED SHEET METAL

GLAZED STRUCTURAL UNIT

GROUT

GUARANTEE

GUTTER

GYPSUM

GYPSUM BOARD

GYPSUM PLASTER

HIGH OR HUMIDISTAT

HAZARDOUS MATERIALS

HOSE BIBB

HOLLOW CORE

HOLLOW CORE WOOD DOOR

HARDBOARD

HIGH DENSITY OVERLAY

HEADER

HARDWARE

HARDWOOD

HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HEXAGON

HANGER

HOLLOW METAL

HOLLOW METAL DOOR

HOLLOW METAL DOOR AND FRAME

HOLLOW METAL FRAME

HANDRAIL

HOLD OPEN

HORIZONTAL

HOSPITAL

HIGH PRESSURE

HYGIENE PRODUCT DISPOSAL

HIGH PRESSURE DECORATIVE LAMINATE

HEADQUARTERS

HEAT-STRENGTHENED (GLASS) OR HIGH STRENGTH

HOUSE

HOUSEKEEPING

HST

HSS

HT

HVAC

HVY

HW

HYD

HYDR

IAQ

IBC

IC

ICW

ID

ID NO

ILLUM

INCL

IND

INFO

INSUL

INT

INTL

IWH

JAN

KD

KIT

KO

KPL

LAB

LAD

LAM

LAM GL

LAU

LAV

LBR

LBS

LCS

LD BRG

LDR

LED

LF

LIB

LIN

LIQ

LKR

LKR RM

LL

LMST

LRG

LRV

LS

LT

LT GA

LT WT

LTG

LTNG

LVD

LVR

LWC

LWIC

LYR

MACH

MACH RM

MAINT

MAN

MATL

MATV

MAX

MBD

MCB

MD

ME

MEAS

MECH

MECH RM

MED

MEK

MEMB

MEMO

MEZZ

MF

MFD

MFG

MFR

MFR REC

MGT

MIC

MID

MIL STD

MIN

MIR

MISC

MIT

MKR

ML

MLDG

MLWK

mm

MO

MOD

MOD BIT

MON

MOPR

MR

MS

MTD

MTG

MTL

MULL

MW

MWP

HOIST

HOLLOW STRUCTURAL STEEL

HEIGHT

HEATING, VENTILATING, AND AIR CONDITIONING

HEAVY

HOT WATER

HYDRANT

HYDRAULIC

INDOOR AIR QUALITY

INTERNATIONAL BUILDING CODE

INFECTION CONTROL

INFECTION CONTROL WALL

INSIDE DIAMETER

IDENTIFICATION NUMBER

ILLUMINATION

INCLUDED

INDEPENDENT OR INDUSTRIAL

INFORMATION

INSULATION

INTERIOR

INTERNATIONAL

INSTANTANEOUS WATER HEATER

JANITOR

KILN DRIED OR KNOCKED DOWN

KITCHEN

KNOCKOUT

KICKPLATE

ANGLE

LABORATORY

LADDER

LAMINATE

LAMINATED GLASS

LAUNDRY

LAVATORY

LUMBER

POUND

LOCKABLE CHARTING STATION/MED CABINET

LOAD-BEARING

LEADER

LIGHT EMITTING DIODE

LINEAR FEET (FOOT)

LIBRARY

LINEAR

LIQUID

LOCKER

LOCKER ROOM

LEAD LINED

LIMESTONE

LARGE

LOUVERED ROOF VENT

LIGHT SWITCH

LIGHT

LIGHT GAGE

LIGHTWEIGHT

LIGHTING

LIGHTNING

LOUVERED

LOUVER

LIGHTWEIGHT CONCRETE

LIGHTWEIGHT INSULATING CONCRETE

LAYER

MACHINE

MACHINE ROOM

MAINTENANCE

MANUAL

MATERIAL

MASTER ANTENNA TELEVISION SYSTEM

MAXIMUM

MARKER BOARD

METAL CORNER BEAD

DECK

MECHANICAL ENGINEER

MEASURE

MECHANICAL

MECHANICAL ROOM

MEDICAL, MEDIUM

METHYL ETHYL KETONE

MEMBRANE

MEMORANDUM

MEZZANINE

MILL FINISH

MANUFACTURED

MANUFACTURING

MANUFACTURER

MANUFACTURER'S RECOMMENDATION

MANAGEMENT

MICROPHONE

MIDDLE

MILITARY STANDARD

MINIMUM

MIRROR

MISCELLANEOUS

MITER

MARKER

METAL LATH

MOLDING (MOULDING)

MILLWORK

MILLIMETER

MASONRY OPENING

MODEL, MODIFY OR MODULE

MODIFIED BITUMEN

MONITOR

MOP RACK

MOISTURE RESISTANT

MOP SINK

MOUNTED

MOUNTING

METAL

MULLION

MICROWAVE

MEMBRANE WATERPROOFING

N

NA

NAT

NATL

NC

NCOMBL

NEC

NEG

NEMA

NEUT

NFC

NFPA

NIC

NO

NOM

NR

NRC

NRCA

NRP

NS

NUM

O/O O

OA

OC

OCC

OCT

OD

OD

OF/CI

OFD

OFF

OF/OI

OH

OH DR

OPH

OPNG

OPP

OPR

OPT

OR

ORD

ORG

ORIG

ORN

OSHA

OUT

OZ

P

PAR

PARA

PART

PAT

PB

PBD

PC

PCA

PCC

PCCP

PCD

PCF

PCP

PCT

PED

PEN

PEND

PERF

PERIM

PERP

PHAR

PHOTO

PKG

PL

PL GL

PLAM

PLAS

PLBG

PLYWD

PMTL

PNEU

PNL

PO

POLY

PP

PR

PRCST

PREFAB

PREFIN

PRELIM

PREP

PRESS

PREV

PRKG

PRMLD

PROJ

PROP

PSF

PSI

PT

PTD

PTN

PTS

PVC

PVG

PWR

QA

QC

QRY

QTR

QTY

QUAD

QUAL

R

RA

RAD

RBM

RBR

NORTH

NOT APPLICABLE

NATURAL

NATIONAL

NOISE CRITERIA OR NURSE CALL

NONCOMBUSTIBLE

NATIONAL ELECTRICAL CODE

NEGATIVE

NATIONAL ELECTRICAL MANUFACTURERS ASSN

NEUTRAL

NATIONAL FIRE CODE

NATIONAL FIRE PROTECTION ASSOCIATION

NOT IN CONTRACT

NUMBER

NOMINAL

NOISE REDUCTION

NOISE REDUCTION COEFFICIENT

NATIONAL ROOFING CONTRACTORS ASSOCIATION

NONREMOVABLE

NARROW STILE

NUMERAL

OUT TO OUT

OXYGEN

OUTSIDE AIR OR OVERALL

ON CENTER

OCCUPY

OCTAGON

OUTSIDE DIAMETER, OUTSIDE DIMENSION

OUTSIDE DIAMETER/OUTSIDE DIMENSION

OWNER FURNISHED/CONTRACTOR INSTALLED

OVERFLOW DRAIN

OFFICE

OWNER FURNISHED/OWNER INSTALLED

OVERHANG

OVERHEAD DOOR

OPPOSITE HAND

OPENING

OPPOSITE

OPERABLE

OPTIONAL

OPERATING ROOM OR OUTSIDE RADIUS

ORDNANCE OR OVERFLOW ROOF DRAIN

ORGANIC

ORIGINAL

ORNAMENTAL

OCCUPATIONAL SAFETY AND HEALTH ADMINSTRATION

OUTLET

OUNCE

PAINT

PARALLEL OR PARAPET

PARAGRAPH

PARTIAL

PATTERN

PUSHBUTTON

PARTICLEBOARD

PIECE, POLYCARBONATE OR PORTLAND CEMENT

PORTLAND CEMENT ASSOCIATION

PRECAST CONCRETE

CONCRETE PAVEMENT

PAPER CUP DISPENSER

POUNDS PER CUBIC FOOT

PORTLAND CEMENT PLASTER

PRIVACY CURTAIN TRACK

PEDESTAL

PENETRATE

PENDANT

PERFORATED

PERIMETER

PERPENDICULAR

PHARMACY

PHOTOGRAPH

PACKAGE

PROPERTY LINE

PLATE GLASS

PLASTIC LAMINATE

PLASTER OR PLASTIC

PLUMBING

PLYWOOD

PAINTED METAL

PNEUMATIC

PANEL

POST OFFICE, PURCHASE ORDER

POLYETHYLENE (PLASTIC)

PUSH PLATE

PAIR

PRECAST

PREFABRICATE

PREFINISH

PRELIMINARY

PREPARATION

PRESSURE

PREVIOUS

PARKING

PREMOLDED

PROJECT

PROPERTY

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PORCELAIN TILE OR PRESSURE TREATED

PAPER TOWEL DISPENSER

PARTITION

PNEUMATIC TUBE STATION

POLYVINYL CHLORIDE (PLASTIC)

PAVING

POWER

QUALITY ASSURANCE

QUALITY CONTROL

QUARRY

QUARTER

QUANTITY

QUADRANT

QUALITY

RADIUS OR RISER

RETURN AIR

RADIATOR

REINFORCED BRICK MASONRY

RUBBER

RC

RCP

RCVR

RD

REC

RECD

RECPT

RECT

REF

REFR

REG

REINF

REP

REPL

REQ

REQD

RET

REV

RFG

RFI

RFP

RFS

RL

RLG

RM

RM LT

RND

RO

ROW

RS

RSV

RT

RV

RVS

RWL

S

SA

SALV

SAMP

SAN

SB

SBS

SBSTR

SC

SCH

SCHED

SCHEM

SCP

SCRN

SCT

SCWD

SD

SDG

SECT

SEG

SEL

SEP

SF

SFTWD

SGD

SGL

SHR

SHR HD

SHRD

SHT

SHTHG

SHV

SIM

SJ

SJI

SK

SKLT

SLDG

SLNT

SM

SMK

SND INS

SPEC

SPKLR

SPKR

SPLY

SPR

SQ

SQ IN

SQ YD

SST

ST

STC

STD

STIF

STL JST

STL LNTL

STL PL

STL RF DK

STL TB

STL TR

STNLS

STOR

STR

STRUCT

STRUCT STL

SUB

SURF

SUSP

SUSP CLG

SW

SWDR

SYM

SYNTH

SYS

REMOTE CONTROL

REFLECTED CEILING PLAN

RECEIVER

ROAD OR ROOF DRAIN

RECESSED

RECEIVED

RECEPTACLE

RECTANGLE

REFERENCE OR REFRIGERATOR

REFRACTORY, REFRIGERATION

REGISTER

REINFORCE

REPAIR

REPLACE

REQUIRE

REQUIRED

RETURN

REVISION

ROOFING

REQUEST FOR INFORMATION

REQUEST FOR PROPOSAL

ROOM FINISH SCHEDULE

ROOF LEADER

RAILING

ROOM

NURSE CALL LIGHT/ROOM LIGHT

ROUND

ROUGH OPENING

RIGHT OF WAY

ROUGH SAWN

RESILIENT SHEET VINYL

RIGHT

ROOF VENT

REVERSE

RAIN WATER LEADER

SOLID SURFACE

SUPPLY AIR

SALVAGE

SAMPLE

SANITARY

SPLASH BLOCK

STYRENE BUTADIEN STYRENE

SUBSTRATE

SHARPS CONTAINER

SCHOOL

SCHEDULE

SCHEMATIC

SCUPPER

SCREEN

SHOWER CURTAIN TRACK

SOLID CORE WOOD DOOR

SMOKE DETECTOR/SOAP DISPENSER

SIDING

SECTION

SEGMENT

SELECT

SEPARATE

SQUARE FOOT (FEET)

SOFTWOOD

SLIDING GLASS DOOR

SINGLE

SHOWER

SHOWER HEAD

SHOWER DRAIN

SHEET

SHEATHING

SHELVING

SIMILAR

SCORED JOINT

STEEL JOIST INSTITUTE

SKETCH

SKYLIGHT

SLIDING

SEALANT

SHEET METAL

SMOKE

SOUND INSULATION

SPECIFICATION

SPRINKLER

SPEAKER

SUPPLY

SINGLE PLY ROOF SYSTEM

SQUARE

SQUARE INCH

SQUARE YARD

STAINLESS STEEL

STAIRS OR STREET

SOUND TRANSMISSION CLASS

STANDARD

STIFFENER

STEEL JOIST

STEEL LINTEL

STEEL PLATE

STEEL ROOF DECK

STEEL TUBE

STEEL TRUSS

STAINLESS

STORAGE

STRINGERS

STRUCTURAL

STRUCTURAL STEEL

SUBSTITUTE

SURFACE

SUSPEND

SUSPENDED CEILING

SWITCH

SWING DOOR

SYMBOL

SYNTHETIC

SYSTEM

T T&M

TB

TBD

TECH

TEL

TEMP

THERM

THK

THRES

THRU

THRUOUT

TMPD

TMPD GL

TN

TO

TO FDN

TOB

TOM

TOP

TOS

TOW

TPD

TRANS

TRTD

TS

TSTAT

TV

TYP

U

UC

UGND

UL

ULT

UNFIN

UNO

UPS

UR

UTIL

UV

VAC

VAR

VEH

VENT

VERT

VEST

VFD

VIC

VID

VIF

VNR

VOC

VOL

VR

VTR

W/ W/O

WBL

WC

WD

WDW

WF

WFR

WFS

WH

WHSE

WP

WPM

WR

WS

WSCT

WT

X BRACE

XPS

YD

TREAD OR THERMOSTAT

TIME AND MATERIALS

TOWEL BAR

TACK BOARD

TECHNICAL

TELEPHONE

TEMPERATURE OR TEMPORARY

THERMAL

THICKNESS

THRESHOLD

THROUGH

THROUGHOUT

TEMPERED

TEMPERED GLASS

TRUE NORTH

TOP OF ___

TOP OF FOUNDATION

TOP OF BEAM

TOP OF MASONRY

TOP OF PARAPET

TOP OF STEEL

TOP OF WALL

TOILET PAPER DISPENSER

TRANSOM

TREATED

TUBE STEEL

THERMOSTAT

TELEVISION

TYPICAL

HEAT TRANSFER COEFFICIENT

UNDERCUT

UNDERGROUND

UNDERWRITERS LABORATORIES

ULTIMATE

UNFINISH

UNLESS NOTED OTHERWISE

UNINTERRUPTIBLE POWER SUPPLY

URINAL

UTILITY

ULTRAVIOLET

VACUUM

VARIES

VEHICLE

VENTILATION

VERTICAL

VESTIBULE

VARIABLE FREQUENCY DRIVE

VICINITY

VIDEO

VERIFY IN FIELD

VENEER

VOLATILE ORGANIC COMPOUND

VOLUME

VAPOR RETARDER

VENT THROUGH ROOF

WITH

WITHOUT

WOOD BLOCKING

WATER CLOSET

WOOD

WINDOW

WIDE FLANGE

WOOD FRAME

WOOD FURRING STRIPS

WATER HEATER

WAREHOUSE

WATERPROOFING

WATERPROOF MEMBRANE

WEATHER RESISTANT

WEATHERSTRIP OR WALL SCONCE

WAINSCOT

WEIGHT OR WINDOW TREATMENT

CROSS BRACE

EXTRUDED POLYSTYRENE BOARD

YARD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

2882 106th Street, Des Moines, IA 50322 630-717-2433 www.imegcorp.com

C U s e rs

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\R e v it P ro je c ts

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1-I3

ABBREVIATIONS CONSTRUCTION AMBULANCE

GARAGE IOWA CITY

IOWA CITY, IA

636-807

MAY 25, 2023 LA EM17002Revisions: Date:

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL AND PLUMBING

ALONG WITH OTHER SYSTEMS. THIS INCIDENTAL WORK SHALL BE PART OF THIS

CONTRACT, AND ALL TRADES SHALL INSPECT THESE AREAS, ASCERTAIN WORK

REQUIRED AND DO THE WORK IN ACCORDANCE OF CONTRACT REQUIREMENTS AT

NO ADDITIONAL COST.

2. CONTRACTORS SHALL VISIT THE SITE DURING BIDDING TO BECOME FAMILIAR WITH

THE EXISTING CONDITIONS. THE GENERAL CONTRACTOR SHALL LOCATE, INSPECT

AND FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR

TO DEMOLITION AND CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

4. WHEREVER OPENINGS ARE CUT THROUGH FIRE RATED PARTITIONS, IT SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR FOR WHOM THE HOLE IS CUT TO PATCH

AND REPAIR ANY OPENING TO MAINTAIN THE INTEGRITY OF THE FIRE RATING.

5. GENERAL CONTRACTOR TO CHECK MECHANICAL DRAWINGS FOR EXISTING PIPES

AND DUCTS FURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL

CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.

6. FIREPROOFING SHALL BE UNPIERCED. ANY SUBCONTRACTOR PENETRATING THE

FIREPROOFING SHALL BE REQUIRED TO REPLACE FIREPROOFING TO THE ORIGINAL

CONDITION AND FIRE RATING, AT THE SUBCONTRACTORS EXPENSE.

7. EQUIPMENT UNIT DIMENSIONS ARE FOR PRODUCT DESCRIPTION ONLY, VERIFY SIZE

WITH MANUFACTURER.

8. ALL DIMENSIONS PERTAINING TO MECHANICAL OR ELECTRICAL SERVICES OR

EQUIPMENT SHALL BE VERIFIED WITH THE RESPECTIVE TRADE.

9. ALL CONTRACTORS THAT PENETRATE AND/OR DISTURB ANY AREAS AT EXISTING

CONDITIONS SHALL PATCH AREA TO MATCH EXISTING ADJACENT AREA OR

SURFACE AND PREPARE FOR SCHEDULED FINISH APPLICATION. COORDINATE WORK

WITH GENERAL CONTRACTOR PRIOR TO PROCEEDING.

10. VERIFY HEIGHTS AND LOCATIONS OF ACCESS PANELS (AP) AND COORDINATE

TYPES WITH TRADES WHICH REQUIRE THEM.

11. PROVIDE LINTELS AND FRAMING FOR GRILLES, LOUVERS, AND ROOF VENTS AS

REQUIRED BY MECHANICAL CONTRACTOR, VERIFY SIZE AND LOCATION.

12. CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND TELECOM

ABBREVIATIONS AND SYMBOLS MAY DIFFER FROM ARCHITECTURAL. SEE

RESPECTIVE SECTIONS AND/OR DRAWINGS FOR DEFINITIONS.

13. CONTRACTOR SHALL EVALUATE INTEGRITY OF ALL PARTITIONS INDICATED BY

SYMBOLS ON THE LIFE SAFETY PLAN(S) WITHIN THE PROJECT SCOPE AND UPGRADE

AS REQUIRED. ALL FIRE RESISTIVE RATED PARTITIONS SHALL BE CONSTRUCTED OF

MATERIALS / ASSEMBLIES MEETING THE RATING INDICATED, TERMINATE AT THE

DECK ABOVE WITH A TESTED HEAD OF WALL ASSEMBLY AND ALL PENETRATIONS

SHALL BE SEALED WITH A TESTED ASSEMBLY. ALL SMOKE PARTITIONS SHALL BE

CONSTRUCTED OF MATERIALS THAT RESIST THE PASSAGE OF SMOKE, TERMINATE

AT THE DECK ABOVE WITH A JOINT SEALED WITH FIRE CAULK AND ALL

PENETRATIONS SHALL BE SEALED WITH FIRE CAULK.

1. REFER TO PROJECT MANUAL SPECIFICATION SECTION 09 06 00 'SCHEDULE FOR

FINISHES" FOR SPECIFIC PRODUCT SELECTION BASIS OF DESIGN AND OTHER

REQUIREMENTS

2. FIELD FINISH VENTS, GRILLES, ACCESS PANELS, PLUG STRIP, BASEBOARD

RADIATION ENCLOSURES, ELECTRICAL PANEL BOARDS (IN FINISHED SPACES) TO

MATCH SURFACE ON WHICH THEY OCCUR UNLESS OTHERWISE INDICATED.

EXCEPTION: ITEMS WITH FACTORY WHITE FINISH, OCCURRING ON WHITE ACT OR

WHITE GYPSUM BOARD CEILING SHALL NOT BE PAINTED. STAINLESS STEEL ITEMS

SHALL NOT BE PAINTED

3. FIELD VERIFY ALL NEW CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES

PRIOR TO INSTALLATION

4. LOCATE CHANGES IN FLOOR FINISH MATERIAL UNDER CENTERLINE OF CLOSED

DOOR UNLESS OTHERWISE INDICATED

5. PROVIDE CLEAR SILICONE SEALANT AT PERIMETER OF PLUMBING FLOOR DRAINS,

CLEAN OUTS, ETC IN RESILIENT AND CERAMIC TILE FLOORS

6. PROVIDE SEALANT TO HORIZONTAL AND VERTICAL INTERIOR CERAMIC TILE

CORNERS, COLOR TO MATCH GROUT COLOR

7. PROVIDE SEALANT AT JOINT BETWEEN COUNTER TOP, BACK OR SIDE SPLASH AND

WALLS

8. PROVIDE CLEAR SILICONE SEALANT AT THE BASE OF DOOR FRAME TO RESILIENT

AND CT FLOORING, TYP. SEE PLANS AND ROOM FINISH SCHEDULE FOR FLOOR

FINISH LOCATIONS

9. HOLLOW METAL DOORS AND FRAMES TO BE PAINTED P-2, UNLESS NOTED

OTHERWISE IN THE OPENING SCHEDULE

10. WOOD: PRE-FINISHED TO MATCH BUILDING STANDARD, REFER TO SPECIFICATION

11. CEILING HEIGHTS AND MATERIALS/FINISHES CALLED OUT IN ROOM FINISH

SCHEDULE ARE FOR ENTIRE CEILING OR MAJORITY OF THAT ROOM, UNLESS

OTHERWISE INDICATED. SEE REFLECTED CEILING PLAN FOR CHANGES IN CEILING

MATERIAL AND CEILING HEIGHT. PAINT ALL SURFACES OF SOFFIT SAME COLOR AS

INDICATED

12. COLOR SELECTIONS ARE BASED ON USE OF PRODUCTS INDICATED IN THE

PROJECT MANUAL SPECIFICATION. IF MANUFACTURERS OTHER THAN THOSE

INDICATED ARE USED, ARCHITECT MAY REVISE COLOR SELECTIONS OF OTHER

FINISHES TO ENSURE PROPER COORDINATION

13. CEILING HEIGHTS ARE MEASURED FROM FINISH FLOOR

14. FOR FLOOR FINISH MATERIALS AND PATTERN, SEE FINISH PLAN

15. SEE INTERIOR ELEVATIONS FOR MORE FINISH INFO

FINISH PLAN GENERAL NOTES

ROOM FINISH LEGEND &

ABBREVIATIONS

MATERIAL INSTALL

DIRECTION

KEYNOTECORNER GUARD

WALL

PROTECTION

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

CG

VCTCPT

AF10

ACT ACOUSTICAL CEILING (TILE)

C CONCRETE SEALER

CT CERAMIC TILE

EFM ENTRANCE FLOOR MAT

GWB (SC) GYPSUM WALLBACK SYSTEMS (SPECIAL COATING)

P PAINT

RB RESILIENT BASE

RES RESINOUS EPOXY FLOORING

RES-W RESINOUS/EPOXY WALL/CEILING

RF RUBBER FLOORING

RSF RESILIENT SHEET FLOORING

S SOLID SURFACE

SC SPECIAL COATING

TS TRANSITION STRIP

MATERIAL

CHANGE

DEMOLITION GENERAL NOTES

1. GENERAL CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK, PHASING

AND SEQUENCING WITH THE OWNER. ANY INFORMATION REGARDING SEQUENCING

PROVIDED IN THESE DOCUMENTS IS FOR ARCHITECT - OWNER PLANNING

PURPOSES ONLY, UNLESS NOTED OTHERWISE.

2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL

TRADES FOR THE DEMOLITION WORK REQUIRED FOR THIS PROJECT.

3. WHERE FLOOR FINISH IS INDICATED TO BE DEMOLISHED, REMOVE FINISH TO

FLOOR SLAB AS REQUIRED AND PREPARE SLAB SURFACE FOR SCHEDULED

FINISHES WITHIN AREA TO BE REMODELED, UNLESS NOTED OTHERWISE. SEE FINISH

SCHEDULE FOR EXISTING FLOOR FINISHES TO REMAIN UNDISTURBED.

4. WHERE INDICATED, REMOVE ALL WALL/PARTITION EXISTING FINISHES AND

PREPARE THE SURFACES FOR SCHEDULED FINISHES, SEE FINISH SCHEDULE FOR

FINISHES.

5. ALL DISTURBED AREAS, WALLS, PARTITIONS, FLOORS, ETC, DAMAGED BY

DEMOLITION WORK SHALL BE PATCHED TO MATCH ADJACENT AREA.

6. OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS SUCH

AS: DOORS, LIGHT FIXTURES, PLUMBING FIXTURES ETC.

7. SALVAGED ITEMS SCHEDULED FOR REUSE SHALL BE CLEANED, RESTORED AND/OR

REFINISHED TO LIKE NEW CONDITION, UNLESS NOTED OTHERWISE.

8. DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS

COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE

PERMANENT OR TEMPORARY SUPPORT IS IN PLACE. ALL EXISTING STRUCTURAL

MEMBERS SHALL BE ADEQUATELY PROTECTED, COORDINATE WITH STRUCTURAL

ENGINEER.

9. SEE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND TELECOM

DRAWINGS FOR RELATED DEMOLITION AND PREP WORK.

10. WALL AND CEILING MOUNTED ITEMS SHOWN DASHED, SUCH AS WALL CABINETS,

SHELVING, CURTAIN TRACKS, PROJECTION SCREENS ETC, SHALL BE REMOVED,

UNLESS NOTED OTHERWISE.

11. WITHIN ALL EXISTING ROOMS/SPACES RECEIVING SCHEDULED FLOOR, OR WALL,

OR CEILING FINISHES, REMOVE ALL EXISTING FLOOR, OR WALL, OR CEILING

FINISHES DOWN TO THE SUBSTRATE. INCLUDE THE REMOVAL OF ALL ITEMS

LOCATED WITHIN THE EXISTING FINISH REMOVALS UNO PATCH AND PREP ALL

SUBSTRATES TO RECEIVE SCHEDULED FINISHES. FOR ADDITIONAL INFORMATION,

SEE KEYNOTED ITEMS, FINISH PLANS AND/OR SCHEDULES, STRUCTURAL,

MECHANICAL AND ELECTRICAL.

DEMOLITION PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL OR

PARTITION TO BE

REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

KEY NOTE

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

EXISTING DOOR

AND FRAME TO BE

DEMOLISHED

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

DE10

A

EXISTING

GRIDLINE

RCP GENERAL NOTES

1. GENERAL CONTRACTOR TO COORDINATE ALL CEILING MOUNTED EQUIPMENT

SUPPORT REQUIREMENTS, LOCATIONS, DIMENSIONS, ETC WITH EQUIPMENT

SUPPLIER AND OWNER, PRIOR TO INSTALLATION.

2. ALL CEILING MOUNTED ITEMS SUCH AS LIGHT FIXTURES, GRILLES, DIFFUSERS,

SPEAKERS, EXIT LIGHTS, ETC SHALL BE LOCATED IN THE CENTER OF ACT PANELS,

GYP BD SOFFITS, UNLESS NOTED OTHERWISE. COORDINATE WITH MECHANICAL

AND ELECTRICAL DRAWINGS.

3. FINISHED GYP BD SOFFITS SHALL EXTEND 1" BEYOND FACE AND EXPOSED ENDS

OF WALL CABINETS, FULL-HEIGHT CABINETS, ETC UNLESS NOTED OTHERWISE.

COORDINATE CABINET DIMENSIONS WITH SUPPLIER. GYP BD FASCIA/SOFFIT

DETAILS ARE REFERENCED FROM THE REFLECTED CEILING PLAN.

4. SEE MECHANICAL DRAWINGS FOR SPRINKLER HEAD TYPES AND LOCATIONS.

CENTER ALL HEADS IN ACT UNLESS NOTED OTHERWISE.

5. AT REMODELING WORK IN EXISTING ACT SUSPENSION SYSTEM, REMOVE EXISTING

PANELS, CUT AS REQUIRED FOR CONSTRUCTION AND RE-INSTALL. REPLACE ALL

DAMAGED AND / OR EXTREMELY SOILED PANELS WITH ACT TO MATCH EXISTING.

REFLECTED CEILING PLAN SYMBOLS

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

TYPICAL,

GYP BD

CEILING

ACT CEILING

SYSTEM

EXISTING

ACT CEILING

SYSTEM

CURTAIN

TRACK

ACCESS

PANEL

4'-0" LIGHT

FIXTURE

2'-0" x 4'-0"

LIGHT FIXTURE

PENDANT STRIP

LIGHT FIXTURE

CANOPY MTD

LIGHT FIXTURE

MECHANICAL

SUPPLY GRILL

MECHANICAL

RETURN GRILL

WALL SCONCE

LIGHT FIXTURE

MECHANICAL

LINEAR SUPPLY

GRILL

CEILING

ELEVATION AND

FINISH

9'-0" AFF

ACT

SEE MECHANICAL, ELECTRICAL, AND FIRE PROTECTION

ROOF/EXTERIOR GENERAL NOTES

1. EXTERIOR ENVELOPE CONSTRUCTION SHALL INCLUDE ALL ELEMENTS NECESSARY

TO MAKE BUILDING FULLY WEATHER TIGHT AND THERMALLY INSULATED.

2. EXPOSED EXTERIOR CONSTRUCTION SHALL BE UV RATED OR PROTECTED.

3. ROOF SYSTEM SHALL BE FIRE RATED.

4. BACK OF PARAPETS SHALL INCLUDE FLASHING FROM ROOF TO TOP OF PARAPET.

5. LOW SLOPE ROOF SYSTEM TYPICAL SLOPE IS 1/4 :12. PROVIDE TAPERED

INSULATION, CRICKETS, AND SADDLES TO REMOVE ALL STANDING WATER FROM

ROOF.

6. EXTERIOR CONSTRUCTION ELEMENTS TO FOLLOW MANUFACTURER INSTRUCTIONS

AND DETAILS FROM CERTIFIED CONTRACTOR. SUBMIT SHOP DRAWINGS.

7. PROVIDE METAL WALL PANEL MOCKUP TO VERIFY MATCH TO EXISTING.

INFECTION CONTROL &

CONSTRUCTION BARRIER

GENERAL NOTES

1. SEE SPEC SECTION 01 35 26 SAFETY REQUIREMENTS FOR ADDITIONAL

INFORMATION

2. THE INTENT OF INFECTION CONTROL ISOLATION IS TO CONTAIN DUST AND

PARTICULATE MATTER TO THE CONSTRUCTION AREA. CONSTRUCTION AREA

PERIMETER NEEDS TO BE SEALED COMPLETELY WITH SHEET PLASTIC AS

SPECIFIED AND DUCT TAPE DURING OPERATIONS, WHERE PERMITTED BY CLASS.

ICRA - CONSTRUCTION BARRIER TO BE PROVIDED AS SPECIFIED AND LISTED IN

ICRA CLASS.

3. PROVIDE NEGATIVE PRESSURE MONITORS DURING CONSTRUCTION OPERATIONS

AS SPECIFIED. MONITOR TO MEASURE PRESSURE DIFFERENTIAL BETWEEN

CONSTRUCTION AREA AND ADJACENT CORRIDOR OR ROOM AS DIRECTED BY VA.

4. AS CONSTRUCTION PROGRESSES, FROM TYPE D TO TYPE C AND THEREON,

PROVIDE A REQUEST VIA "INFECTION CONTROL CONSTRUCTION PERMIT" TO THE

VA INFECTION CONTROL NURSE. UPON AUTHORIZATION, PROCEED TO NEXT TYPE

OF CONSTRUCTION. PROVIDE AT LEAST TEN (10) WORKING DAYS NOTICE FOR

EACH PERMIT.

5. CONSTRUCT IC (INFECTION CONTROL) CONSTRUCTION BARRIER(S) FROM FLOOR

TO DECK/FLOOR ABOVE. EXCEPTION. IF BARRIER IS ADJACENT TO SMOKE, FIRE,

OR EXISTING WALL CONSTRUCTION WHICH WILL NOT BE DEMOLISHED AND

TERMINATES TO FLOOR/DECK ABOVE, THEN CONSTRUCT DUST PROOF IC

BARRIER, SEE DETAIL(S). TAPE, MUD, SAND JOINTS AND PAINT ON NON-

CONSTRUCTION SIDE OF BARRIER.

6. INFECTION CONTROL BARRIERS ARE TO BE INSTALLED AND REMOVED ONLY

BEFORE 7:00 AM AND AFTER 8:00 PM OR DIRECTED BY COR

7. DURING CONSTRUCTION OPERATIONS IN EACH ENCLOSED AREA PROVIDE

NEGATIVE PRESSURE MONITORS, MINIMUM (1) ONE IN AREAS LESS THAN 1000 SF,

(2) TWO MINIMUM IN AREAS BETWEEN 1000 SF AND 5000 SF, AND (3) THREE FOR

AREAS BETWEEN 5000 SF AND 10000 SF.

8. LIFE SAFETY EGRESS IS TO BE MAINTAINED AT ALL TIMES.

9. THE CONTRACTOR SHALL PROVIDE ENOUGH NEGATIVE AIR MACHINES TO

COMPLETELY EXCHANGE THE REGULATED AREA AIR VOLUME (4) FOUR ACTUAL

TIMES PER HOUR. THE COMPETENT PERSON SHALL DETERMINE THE NUMBER OF

UNITS NEEDED FOR EACH REGULATED AREA BY DIVIDING THE CUBIC FEET IN THE

REGULATED AREA BY (15) FIFTEEN AND THEN DIVIDING THAT RESULT BY THE

ACTUAL CUBIC FEET PER MINUTE (CFM) FOR EACH UNIT TO DETERMINE THE

NUMBER OF UNITS NEEDED TO EFFECT (4) FOUR AIR CHANGES PER HOUR.

PROVIDE A STANDBY UNIT IN THE EVENT OF MACHINE FAILURE AND/OR

EMERGENCY IN AN ADJACENT AREA.

10. PRIOR TO ANY REMOVAL OF SMOKE BARRIER FIRE RATED PARTITIONS,

CONSTRUCT NEW SMOKE BARRIER/APPROPRIATE FIRE RATED PARTITIONS PER

PLANS OR CONSTRUCT INFECTION CONTROL BARRIER TO ACT AS SMOKE

BARRIER.

CONSTRUCTION PHASING

GENERAL NOTES

1. THE WORK UNDER THIS CONTRACT SHALL BE DIVIDED INTO PHASES. A PHASE

CAN INVOLVE MULTIPLE LOCATION AREAS. SEE SPECIFICATIONS SECTION 01 00 00

1.6.G PHASING.

2. THE GENERAL CONTRACTOR SHALL COORDINATE ALL PHASING AND SEQUENCING

WITH ALL TRADES AND THE OWNER. THE GENERAL CONTRACTOR SHALL PROVIDE

A WRITTEN NARRATIVE TO OUTLINE CONSTRUCTION PHASING AND SEQUENCE

PLANS, VALIDATING AND ELABORATING ON THIS PHASING DESCRIPTION.

3. THE GENERAL CONTRACTOR SHALL COOPERATE FULLY WITH THE OWNER SO

WORK MAY BE CARRIED OUT SMOOTHLY, WITHOUT INTERFERING WITH OR

DELAYING WORK UNDER THIS CONTRACT, OR OTHER CONTRACTS ON THE

PROJECT SITE OR WORK BY OWNER.

4. THE GENERAL CONTRACTOR'S CONSTRUCTION SCHEDULE SHALL INDICATE THE

SEQUENCE, COMMENCEMENT AND COMPLETION DATES, OWNER INSPECTION AND

APPROVAL DATES AND MOVE-OUT AND MOVE-IN DATES OF OWNER'S PERSONNEL

FOR ALL PHASES OF THE WORK.

5. THE GENERAL CONTRACTOR SHALL PERFORM THE WORK IN EACH PHASE IN THE

SEQUENCE SHOWN ON THE PHASING PLAN DRAWING(S) AND CONSTRUCTION

PHASING DESCRIPTION.

6. THE GENERAL CONTRACTOR MUST COMPLETE ALL WORK IN EACH PHASE WITH

THE VA INSPECTING AND ACCEPTING THE WORK PRIOR TO VA OCCUPANCY AND

THE CONTRACTOR PROCEEDING TO THE NEXT SCHEDULED PHASE. UPON

COMPLETION OF A PARTICULAR PHASE, THE ENTIRE AREA COVERED BY THAT

PHASE CAN BE OCCUPIED BY THE VA PERSONNEL WITH ALL SYSTEMS

FUNCTIONING PROPERLY.

7. BEFORE COMMENCING WORK ON EACH SUCCESSIVE PHASE, THE GENERAL

CONTRACTOR SHALL SUBMIT AN UPDATED COPY OF THE SCHEDULE.

8. ANY DUST PARTITIONS OR ICRA-CONSTRUCTION BARRIERS CONSTRUCTED BY

THE CONTRACTOR PRIOR TO THE START OF DEMOLITION MUST REMAIN IN PLACE

UNTIL THE COMPLETION OF THAT PHASE OR SUBSEQUENT PHASE WHERE

REQUIRED.

9. THE CONTRACTOR SHALL PERFORM ALL WORK ADJACENT TO VA OCCUPIED

AREAS IN SUCH A MANNER TO ENSURE THE CONTINUOUS AND UNINTERRUPTED

USE OF ALL OCCUPIED AREAS, INCLUDING THE APPLICABLE MECHANICAL AND

ELECTRICAL SYSTEMS SERVING THESE AREAS.

10. FOR ADDITIONAL NOTES AND INFORMATION REFER TO INFECTION CONTROL

DRAWING(S) AND DEMOLITION PLANS.

11. ANY INFORMATION REGARDING SEQUENCING PROVIDED IN THE DOCUMENTS IS

FOR ARCHITECT-OWNER PLANNING PURPOSES ONLY.

12. THE CONTRACTOR DURING CONSTRUCTION SHALL MAINTAIN REQUIRED MEANS

OF EGRESS THROUGHOUT ALL PHASING.

13. THE CONTRACTOR SHALL PLAN FOR A MINIMUM OF 4 WEEKS' TIME BETWEEN

PHASES TO ALLOW THE VA TO OCCUPY THE NEWLY ACCEPTED SPACE AND

VACATE THE FOLLOW-ON PHASES. THE VA WILL ACCELERATE THIS TIME WHEN

POSSIBLE AND WILL NOTIFY THE CONTRACTOR IF THIS OCCURS.

SIGNAGE GENERAL NOTES

1. ALL SIGNAGE IDENTIFYING PERMANENT ROOMS SHALL COMPLY WITH 2010

STANDARD FOR ACCESSIBLE DESIGN.

2. ALL PERMANENT ROOM SIGNAGE TO HAVE TOP SECTION RAISED TEXT AND LOWER

SECTION BRAILLE. BRAILLE TO BE GRADE 2.

3. ALL SIGNS TO BE MOUNTED ON LATCH SIDE OF DOOR UNLESS NOTED OTHERWISE.

IF NO SPACE EXISTS ON LATCH SIDE MOUNT SIGN TO THE NEAREST ADJACENT

WALL. SIGNS MUST BE 2" FROM DOOR JAMB WITH 18" CLEAR FLOOR SPACE FROM

CENTER OF SIGN.

4. ALL SIGN TEXT AND NUMBERING SUBJECT TO FINAL APPROVAL BY OWNER.

5. ALL SIGNS MOUNTED TO GLASS TO HAVE GLASS BACKER.

6. SIGNS TO BE MOUNTED ACCORDING TO MANUFACTURERS INSTALLATION

INSTRUCTIONS AND MATERIALS.

7. ALL SIGNAGE IS TO FOLLOW FACILITY STANDARD - ASI SIGNAGE INNOVATIONS

INFINITY SYSTEMS. SIGN DETAILS ARE FOR REFERENCE ONLY. ACTUAL DESIGN,

INCLUDING COLOR AND FINISH, TO BE PROVIDED BY THE VENDOR, FOLLOWING

FACILITY STANDARD, AND SUBJECT TO OWNER APPROVAL.

INTERIOR ELEVATION GENERAL NOTES

1. SEE RCP FOR SOFFIT AND BULKHEAD LOCATIONS AND DETAILS

2. COORDINATE ALL PLUMBING FIXTURES, CONTROLS AND VENTILATION

REQUIREMENTS WITH MECHANICAL CONTRACTOR

3. COORDINATE ALL ELECTRICAL FIXTURES, OUTLETS, SWITCHES AND POWER

REQUIREMENTS WITH ELECTRICAL CONTRACTOR

4. VERIFY OPENING SIZES AND LOCATIONS OF OWNER FURNISHED, OWNER INSTALLED

EQUIPMENT AND FURNISHINGS TO ASSURE NO INTERFERENCE WITH SUPPORT

BRACKETS, APRONS, ETC.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

2882 106th Street, Des Moines, IA 50322 630-717-2433 www.imegcorp.com

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1-I4

GENERAL NOTES AND SYMBOLS CONSTRUCTION AMBULANCE

GARAGE IOWA CITY

IOWA CITY, IA

636-807

MAY 25, 2023 LA EM17002

_DEMOLITION KEYED NOTES

DE1 REMOVE DOOR AND FRAME. SALVAGE FOR REUSE. PREPARE EXISTING

DOOR OPENING FOR DOOR AS SCHEDULED

DE2 REMOVE EIFS WALL FINISH, SHEATHING, AND SPRAY FOAM THERMAL

INSULATION TO THE EXTENTS SHOWN. PREPARE REMAINING WALL FOR

ADDITION

DE3 PREPARE EXTERIOR MASONRY WALL FOR ADDITION. REPOINT AND

CLEAN MASONRY.

DE4 PREPARE GROUND FOR ADDITION. SEE FLOOR PLAN, CIVIL,STRUCTURAL,

AND GEOTECH

DE5 PREPARE TO INFILL WALL

DE6 RELOCATE TELECOMMUNICATION CABLE VAULT

DE7 REMOVE VESTIBULE FLOOR AND CEILING. PREPARE FOR FINISHES

DE8 REMOVE 5" THICK EIFS AND SHEATHING. PREPARE FOR METAL PANEL

WALL

DE9 PREPARE FOR PAINT FINISH

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

_ELEVATION KEYED NOTES

EL1 LADDER, ROOF MAINTENANCE ACCESS

EL2 METAL BUILDING SYSTEM, PRE-ENGINEERED HANGER ROD STYLE ROOF

CANOPY

EL3 DOWNSPOUT NOZZLE 'LAMBS TONGUE' OVERFLOW ROOF DRAIN OUTLET.

SEE PLUMBING

EL4 WALL PACK LIGHT FIXTURE, SEE ELECTRICAL

EL5 STRUCTURAL STOOP, SEE STRUCTURE

EL6 CONCRETE APRON AT OVERHEAD GARAGE DOOR

EL7 EXPANSION JOINT, TYPICAL

EL8 BRICK EXTERIOR WALL FINISH, TO MATCH EXISTING

EL9 CAST STONE MASONRY WITH INTEGRAL DRIP EDGE

EL10 PRECAST PARAPET CAP

EL11 CARD READER, SEE ELECTRICAL

EL12 INFILL WALL WITH LIKE CONSTRUCTION AT REMOVED VENT

EL13 TERMINATION BAR AT EXISTING WALL

EL14 MECHANICAL LOUVER. SEE MECHANICAL

EL15 ALUMINUM WALL PANEL TO MATCH EXISTING BUILDING. PROVIDE

EXTERIOR CONTINUOUS INSULATION, CLIPS, SHEATHING, WEATHER

BARRIER

EL16 PAINT DOOR AND FRAME TO MATCH BRONZE COLOR PANEL

EL17 STOP GO LIGHT, SEE SECTIONAL DOOR INFORMATION

EL18 VARIATION TO FULL UNIT, MITER CUT MASONRY

EL19 VARIATION TO MINIMUM LENGTH OF UNIT, CUT MASONRY TO FIT

ADJOINING WORK

EL20 AUDIOLOGY TRUCK CONNECTION. VA PROVIDED. CONTRACTOR

INSTALLED

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

_FLOOR PLAN KEYED NOTES

FL1 STRUCTURAL STOOP, SEE STRUCTURE

FL2 CONCRETE APRON AT OVERHEAD GARAGE DOOR

FL3 BOLLARD BUILDING PROTECTION , 12 INTERIOR BOLLARDS INDICATED,

TYPICAL. SEE DETAIL 3/A8

FL4 TRENCH FLOOR DRAIN, SEE PLUMBING

FL5 SEMI RECESSED FIRE EXTINGUISHER CABINET

FL6 DECONTAMINATION EQUIPMENT, SEE EQUIPMENT PLAN

FL7 SEE CIVIL DRAWINGS FOR SITE COMPONENTS

FL8 CONCRETE PATH FOR IMAGING EQUIPMENT UPDATES, SEE CIVIL

DRAWINGS

FL9 AUDIOLOGY TRUCK CONNECTION. VA PROVIDED. CONTRACTOR

INSTALLED

FL10 DOWNSPOUT NOZZLE 'LAMBS TONGUE' OVERFLOW ROOF DRAIN OUTLET.

SEE PLUMBING

FL11 MECHANICAL LOUVER. SEE MECHANICAL

FL12 SPRAY APPLIED FIREPROOFING AT COLUMNS 1¼ INCHES AND BEAMS 2¼

INCHES, TYPICAL

FL13 GARAGE EXHAUST, SEE MECHANICAL

FL14 SLAB-ON-GRADE, SEE FLOOR TYPES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

_REFLECTED CEILING PLAN KEYED NOTES

RC1 SURFACE MOUNTED CURTAIN TRACK

RC2 RETURN REGISTER, SEE MECHANICAL

RC3 SUPPLY REGISTER, SEE MECHANICAL

RC4 SPRINKLER HEAD, SEE FIRE PROTECTION

RC5 SEE ELECTRICAL FOR LIGHTING

RC6 GARAGE DOOR CLEARANCE

RC7 ROOF DRAIN LEADERS, SEE PLUMBING

RC8 UNIT HEATER, SEE MECHANICAL

RC9 STOP GO LIGHT, SEE SECTIONAL DOOR INFORMATION

RC10 GARAGE EXHAUST, SEE MECHANICAL

RC11 METAL BUILDING SYSTEM, PRE-ENGINEERED HANGER ROD STYLE ROOF

CANOPY

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

_ROOF PLAN KEYED NOTES

RO1 LADDER, ROOF MAINTENANCE ACCESS

RO2 METAL BUILDING PRE-ENGINEERED HANGER ROD STYLE ROOF CANOPY

RO3 MAIN ROOF DRAIN, SEE PLUMBING

RO4 SECONDARY ROOF DRAIN, SEE PLUMBING

RO5 FULLY ADHERED ROOF MEMBRANE OVER CONTINUOUS INSULATION, SEE

ROOF TYPES

RO6 ROOF EXHAUST, SEE MECHANICAL

RO7 UNIT CLEARANCE, SEE MECHANICAL

RO8 BELOW, DOWNSPOUT NOZZLE 'LAMBS TONGUE' OVERFLOW ROOF DRAIN

OUTLET. SEE PLUMBING

RO9 WALKWAY PAD

RO10 ROOF MOUNTED HOSE BIB, SEE PLUMBING

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

PATIENT

TOILET

OBSERVATION

ROOM

C O

R R

ID

O

R

PSYCH

EXAM 2 EXAM 3

EXAM 4

EXAM 5 ENTRY

VESTIBULE

1W222 1W223

1W216 1W217 1W218 1W219

1W220

NOYES

APPLICABLE REGULATIONS

GENERAL TYPE OF PROJECT

NFPA NATIONAL FIRE CODES (EXCEPTION: NFPA 5000 & 900)

2022 FGI GUIDELINES

2021 NFPA 101 (LIFE SAFETY CODE)

ABA STANDARDS (2015) (ABAAS)

2018 IBC

REMODEL

ADDITION

NEW BUILDING

PROJECT DESCRIPTION

CODE SUMMARY

CONSTRUCT AMBULANCE GARAGE AND DECONTAMINATION

SUITE FOR EXISTING EMERGENCY DEPARTMENT. TOTAL

CONSTRUCTION TO BE NOT GREATER THAN 1,500 GSF. MISSION

CRITICAL DESIGN. NO BLAST REQUIREMENT - VEHICLE

CONTROL MEASURES, EMERGENCY VEHICLES ONLY.

VA BARRIER FREE DESIGN STANDARD (PG-18-13)

NOYESAUTHORITIES HAVING JURISDICTION (AHJ's)

THE JOINT COMMISSION (JC)

U.S. DEPARTMENT OF VETERANS AFFAIRS (VA)

TESTRATING (HRS)

ALLOWABLE (from above)ACTUAL

TOTAL

EXTERIOR DOORS AND WINDOWS

SHAFTS AND EXIT PASSAGEWAYS

OTHER

ROOF CONSTRUCTION

PRIME & SEC. FLOOR BEAMS, JOISTS

FLOOR/CEILING ASSEMBLY

FLOOR CONSTRUCTION

INTERIOR

NON-BEARING WALLS AND PARTITIONS

BEARING WALLS

COLUMNS

GIRDERS

TRUSSES

ROOF/CEILING ASSEMBLY

PRIME & SEC. ROOF BEAMS, JOISTS

EXTERIOR

INTERIOR BEARING WALLS

EXTERIOR BEARING WALLS

STRUCTURAL FRAME

AREA SEPARATIONS / FIRE WALLS

FIRE-RESISTIVE REQUIREMENTS

TYPE(S) OF CONSTRUCTION

ACTUAL AREA PER FLOOR

CONSTRUCTION TYPE(S)

FIRST FLOOR

SEE LIFE SAFETY PLANS

See Life Safety Plans

PLUMBING FIXTURES

TOILETS

LAVATORIES

DRINKING FOUNTAINS

SERVICE SINKS

PROVIDED RQD FACTOR

EXISTING 1

1/25 for first 50 occupants, then 1/50

EXISTING 1

1/40 for first 80 occupants, then 1/80 1/100 occupants. 50% may be vending1

EXISTING

EXISTING

OCCUPANT LOAD OF BUILDING

SF/OCCUPANT OCCUPANTS

TOTAL BUILDING OCCUPANT LOAD:

ACTUAL AREAAREA LOCATION

FIRST LEVEL

1590 GSF

1,500 SF 150 SF/OCC 10 OCC

10 OCC

2 HOURS X790

2 HOURS

3 HOURS N/A

2 HOURS N/A

0 HOURS N/A

2 HOURS N/A

2 HOURS

1½ HOURS

2 HOURS

0 HOURS

(IBC CH 29)

(NFPA 220 TABLE 4.1.1) 332

OSHA STANDARDS

VA SEISMIC DESIGN REQUIREMENTS H-18-8

NATIONAL ELECTRIC CODE (NEC)

ASME BOILER AND PRESSURE VESSEL CODE

ASME CODE FOR PRESSURE PIPING

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,

AMERICAN CONCRETE INSTITUTE AND COMETARY (ACI 318)

MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE

FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL

BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

ENERGY POLICY ACT OF 2005 (EPAct)

DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS

FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE

RESIDENTIAL BUILDINGS AND NEW LOW-RISE RESIDENTIAL

BUILDINGS, 10 CFR PARTS 433,434 AND 435

FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE

BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

EXECUTIVE ORDER 13834

THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED

IN THE GENERAL REQUIREMENTS SECTION 01010 OF THE VA

MASTER CONSTRUCTION SPECIFICATION

VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY - ASHRAE

STANDARD 62.1-2004

SAFETY STANDARD FOR REFRIGERATION SYSTEMS - ASHRAE

STANDARD 15 -2007

VA FIRE PROTECTION DESIGN MANUAL

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA

NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER

GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL)

AREAS OF REFUGE REQUIRED

MEANS OF EGRESS CAPACITY (width in inches)

EGRESS

32 INCHES

NOYES

ACCESSIBLE MEANS OF EGRESS ("MOE") REQUIRED

ELEVATOR REQUIRED AS MEANS OF EGRESS

18'-6"

ONE

NOYES

ALLOWABLE HEIGHTACTUAL HEIGHT

(Table 503)

(Table 503)

FULLY SPRINKLERED

STORIES

FEET

BUILDING HEIGHT

(Choose One)

(IBC Section 503)

( from table 503)

OR USE

YES NO

(1 HOUR CONSTRUCTION SUBST)

(MULTIPLE STORY BUILDING)

(SINGLE STORY BUILDING)

Perimeter with > 30'-0" open Total perimeter

0.25 X BASIC ALLOWABLE

W

- 0.25 P F fI = 100

BASIC ALLOWABLE AREA x 0

BASIC ALLOWABLE AREA x 2

BASIC ALLOWABLE AREA x 3

ALLOWABLE AREA PER FLOOR

TOTAL ALLOWABLE AREA/FLOOR

SPRINKLER INCREASE

BASIC ALLOWABLE AREA

FRONTAGE INCREASE

NOYES

(Se…