2226 13_OKC PHARMACY_ARCHITECTURE SET_20201016.pdf

PHARMACY RENOVATION

PROJECT LOCATION

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

635-18-102

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

SCHEMMER

1044 NORTH 115TH STREET, SUITE 3300

OMAHA, NEBRASKA 68154

PH: (402) 493-4800

AMI ENVIRONMENTAL

8802 SOUTH 135TH STREET, SUITE 100

OMAHA, NEBRASKA 68138

PH: (402) 397-5001

/1

/2

:1

:3

P

M

CONSTRUCTION DOCUMENTS

07/10/2020

COVER SHEET

G0.00

RENOVATE PHARMACY FOR

CHAPTER 797-800

KZJS

OKLAHOMA CITY, OKLAHOMA

OKLAHOMA CITY VAMC

15-2226.013

FDA.01 FIRE ALARM DEMOLITION PLAN - GROUND LEVEL

FA.00 FIRE ALARM RISER DIAGRAM AND DETAILS

FA.01 FIRE ALARM PLAN - GROUND LEVEL

FDX.01 FIRE SUPPRESSION DEMOLITION PLAN - GROUND

LEVEL

FX.00 FIRE SUPPRESSION GENERAL NOTES AND DETAILS

FX.01 FIRE SUPPRESSION PLAN - GROUND LEVEL

E 00 ELECTRICAL INFO SHEET

E001 FLOOR PLAN - DEMOLITION

E101 FLOOR PLAN - LIGHTING

E201 FLOOR PLAN - POWER AND AUXILIARY SYSTEMS

E501 ELECTRICAL DETAILS

P 00 PLUMBING INFO SHEET

P001 GROUND FLOOR DEMOLITION PLAN - PLUMBING

P101 GROUND FLOOR PLAN - PLUMBING

P201 SANITARY RISER DIAGRAM - PLUMBING

P301 DETAILS AND SCHEDULES - PLUMBING

M 00 MECHANICAL INFO SHEET

M 01 GROUND FLOOR PHASING PLAN - MECHANICAL

M001 GROUND FLOOR DEMOLITION PLAN - MECHANICAL

M101 GROUND FLOOR PLAN - MECHANICAL

M201 GROUND FLOOR PIPING PLAN - MECHANICAL PIPING

M401 DETAILS - MECHANICAL

N402 DETAILS - MECHANICAL

M501 SCHEDULE - MECHANICAL

M600 GROUND FLOOR ZONING PLAN - MECHANICAL

AD1.00 DEMO FLOOR AND REFLECTED CEILING PLANS -

GROUND LEVEL

A1.00 NEW FLOOR AND REFLECTED CEILING PLANS -

GROUND LEVEL

A1.01 REFLECTED CEILING PLAN AND DETAILS

A1.10 EQUIPMENT PLAN AND SCHEDULE

A1.20 ROOF PLAN

A5.00 ROOM FINISH SCHEDULE

A5.01 ENLARGED PLANS, INTERIOR ELEVATIONS AND PLAN

DETAILS

A5.02 ENLARGED PLANS AND INTERIOR ELEVATIONS

A6.00 DOOR SCHEDULE AND WINDOW ELEVATIONS

S-001 STRUCTURAL GENERAL NOTES

S-101 FLOOR FRAMING PLAN - GROUND LEVEL AND

SUPPORTING DETAILS

HA100 GENERAL NOTES

HA-101 HAZARDOUS MATERIALS ASSESSMENT

HA-102 HAZARDOUS MATERIALS ASSESSMENT

G0.00 COVER SHEET

G0.01 ABBREVIATION, SYMBOLS, LEGENDS AND GENERAL

NOTES

G0.02 CONTRACTOR STAGING PLAN

G1.01 LIFE SAFETY PLAN - GROUND LEVEL

G1.02 PHASING/ INFECTION CONTROL PLAN

ARCHITECT

STRUCTURAL ENGINEER

FOURFRONT DESIGN INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

SHEET INDEX

GENERAL PLUMBING

MECHANICAL

ELECTRICAL

STRUCTURAL

ALBERTSON ENGINEERING INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

MECHANICAL ENGINEER,

ELECTRICAL ENGINEER

SCHEMMER

1044 NORTH 115TH ST, SUITE 3300

OMAHA, NEBRASKA 68154

PH: (402) 493-4800

FIRE PROTECTION ENGINEER

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

OKLAHOMA CITY

VA MEDICAL CENTER

RENOVATE PHARMACY

FOR CHAPTER 797-800

921 NORTHEAST 13TH STREET

OKLAHOMA CITY, OKLAHOMA 73104

PROJECT #: 635-18-102

FIRE PROTECTION

LOCATION MAP

N

HAZARDOUS MATERIALS SURVEYOR

AMI ENVIRONMENTAL

8802 SOUTH 135TH STREET, SUITE 100

OMAHA, NEBRASKA 68138

PH: (402) 397-5001

HAZARDOUS MATERIALS SURVEY

ARCHITECTURAL

DRAWING ABBREVIATIONS DRAWINGS SYMBOLS

MATERIAL LEGEND

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNITAIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUF.

ASSOC.

BLDG BUILDING

BLKG BLOCKING

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

C. PLAS CEMENT PLASTER

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INS. FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED-

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED-

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PL GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CON PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

ROOM NAME

N

A101

SIM

A101

1 Ref

R e f

1Ref

R e f

STEEL/METAL

WOOD (ROUGH) BLOCKING OR

SHIM

BRICK/MASONRY

EXISTING TO REMAIN

CONCRETE MASONRY

PLAN AND SECTION

WOOD (ROUGH)

GYPSUM BOARD

CONCRETE

ELEVATION

CENTER LINE

LINE SYMBOLS

GRID LINE

PROPERTY LINE

CUT LINE

BATT INSULATION

WOOD SUBSTRATE

RIGID INSULATION

EXISTING TO REMAIN

DEMOLISH

GENERAL NOTES

1. SHEET SIZE FOR PROPER SCALE IS 30"X42". CONTRACTOR

SHALL NOT SCALE DRAWINGS BUT SHALL REQUEST THE

DESIRED DIMENSIONS FROM THE COR.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD

VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.

COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY

COR IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.

3. WALL PARTITIONS EXTEND TO THE UNDERSIDE OF DECK

UNLESS NOTED WITH WALL HEIGHT NEXT TO WALL TYPE TAG.

4. SEE ENLARGED AREA PLANS FOR WALL TYPE INDICATIONS

AND DIMENSIONS.

5. SEE LIFE SAFETY PLAN FOR CODE INFORMATION.

6. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY.

7. EXISTING WALLS SHADED FOR CLARITY.

8. SYSTEMS FURNISHINGS AND OWNER PROVIDED CONTRACTOR

INSTALLED ITEMS NOT SHOWN FOR CLARITY.

A101

SIM

A101 05-01

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASHSHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

U --------------------

U/S UNDERSIDE

UNO UNLESS NOTED OTHERWISE

US UNDERSIDE

V --------------------

VB VAPOR BARRIER

VCT VINYL COMPOSITE TILE

VEF VERTICAL EACH FACE

VERT VERTICAL

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W --------------------

W/ WITH

WD WOOD

WDW WINDOW

WP WORKING POINT

WRB WEATHER RESISTANT BARRIER

WWF WELDED WIRE FABRIC

1 DOOR TAG

DOOR NUMBER

PARTITION TAG

WALL HEIGHT (AFF)

9'-6"

WALL TYPE

E1

EQUIPMENT TAG15

GOV'T PROVIDED EQUIPMENT

SHEET INDEX

XX WINDOW TAG

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

635-18-102

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

SCHEMMER

1044 NORTH 115TH STREET, SUITE 3300

OMAHA, NEBRASKA 68154

PH: (402) 493-4800

AMI ENVIRONMENTAL

8802 SOUTH 135TH STREET, SUITE 100

OMAHA, NEBRASKA 68138

PH: (402) 397-5001

/1

/2

:1

:4

P

M

CONSTRUCTION DOCUMENTS

07/10/2020

ABBREVIATION, SYMBOLS, LEGENDS

AND GENERAL NOTES

G0.01

RENOVATE PHARMACY FOR

CHAPTER 797-800

JEJS

OKLAHOMA CITY, OKLAHOMA

OKLAHOMA CITY VAMC

15-2226.013

FDA.01 FIRE ALARM DEMOLITION PLAN - GROUND LEVEL

FA.00 FIRE ALARM RISER DIAGRAM AND DETAILS

FA.01 FIRE ALARM PLAN - GROUND LEVEL

FDX.01 FIRE SUPPRESSION DEMOLITION PLAN - GROUND

LEVEL

FX.00 FIRE SUPPRESSION GENERAL NOTES AND DETAILS

FX.01 FIRE SUPPRESSION PLAN - GROUND LEVEL

E 00 ELECTRICAL INFO SHEET

E001 FLOOR PLAN - DEMOLITION

E101 FLOOR PLAN - LIGHTING

E201 FLOOR PLAN - POWER AND AUXILIARY SYSTEMS

E501 ELECTRICAL DETAILS

P 00 PLUMBING INFO SHEET

P001 GROUND FLOOR DEMOLITION PLAN - PLUMBING

P101 GROUND FLOOR PLAN - PLUMBING

P201 SANITARY RISER DIAGRAM - PLUMBING

P301 DETAILS AND SCHEDULES - PLUMBING

M 00 MECHANICAL INFO SHEET

M 01 GROUND FLOOR PHASING PLAN - MECHANICAL

M001 GROUND FLOOR DEMOLITION PLAN - MECHANICAL

M101 GROUND FLOOR PLAN - MECHANICAL

M201 GROUND FLOOR PIPING PLAN - MECHANICAL PIPING

M401 DETAILS - MECHANICAL

N402 DETAILS - MECHANICAL

M501 SCHEDULE - MECHANICAL

M600 GROUND FLOOR ZONING PLAN - MECHANICAL

AD1.00 DEMO FLOOR AND REFLECTED CEILING PLANS -

GROUND LEVEL

A1.00 NEW FLOOR AND REFLECTED CEILING PLANS -

GROUND LEVEL

A1.01 REFLECTED CEILING PLAN AND DETAILS

A1.10 EQUIPMENT PLAN AND SCHEDULE

A1.20 ROOF PLAN

A5.00 ROOM FINISH SCHEDULE

A5.01 ENLARGED PLANS, INTERIOR ELEVATIONS AND PLAN

DETAILS

A5.02 ENLARGED PLANS AND INTERIOR ELEVATIONS

A6.00 DOOR SCHEDULE AND WINDOW ELEVATIONS

S-001 STRUCTURAL GENERAL NOTES

S-101 FLOOR FRAMING PLAN - GROUND LEVEL AND

SUPPORTING DETAILS

HA100 GENERAL NOTES

HA-101 HAZARDOUS MATERIALS ASSESSMENT

HA-102 HAZARDOUS MATERIALS ASSESSMENT

G0.00 COVER SHEET

G0.01 ABBREVIATION, SYMBOLS, LEGENDS AND GENERAL

NOTES

G0.02 CONTRACTOR STAGING PLAN

G1.01 LIFE SAFETY PLAN - GROUND LEVEL

G1.02 PHASING/ INFECTION CONTROL PLAN

GENERAL SHEETS

HAZARDOUS MATERIALS SURVEY

MECHANICAL

PLUMBING

ELECTRICAL

FIRE PROTECTION

STRUCTURAL

ARCHITECTURAL

OXYGEN

TANK

CHAIN LINK

X X X X X X X X

R A

M P

D O

W N

R A

M P

U P

PARKING

RAMP UP

HC

H C

HC

HC

H C

HC

H C

H C

PARKING

NO

VEH

POLICE

TRUCK

LAUNDRY

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

H C

N. McMECHAN STREET

N. KELLY STREET

N E th

S T

R E

E T

N E th

S T

R E

E T

N E th

S T

R E

E T

31-01

31-01

1. SHEET SIZE FOR PROPER SCALE IS 30"X42".

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE COR.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED

CONDITIONS. COORDINATE DEMOLITION BETWEEN

ALL TRADES. NOTIFY COR IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. WALL PARTITIONS EXTEND TO THE UNDERSIDE OF

DECK UNLESS NOTED WITH WALL HEIGHT NEXT TO

WALL TYPE TAG.

4. SEE ENLARGED AREA PLANS FOR WALL TYPE

INDICATIONS AND DIMENSIONS.

5. SEE CODE PLAN FOR CODE INFORMATION.

6. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR

CLARITY.

7. EXISTING WALL SHADED FOR CLARITY.

WORK TO EXTERIOR OF BUILDING

CONTRACTOR POINT OF ACCESS FOR

INTERIOR REMODEL WORK. COORDINATE

WITH PHASING PLANS IN THIS DRAWING

SET.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

635-18-102

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

SCHEMMER

1044 NORTH 115TH STREET, SUITE 3300

OMAHA, NEBRASKA 68154

PH: (402) 493-4800

AMI ENVIRONMENTAL

8802 SOUTH 135TH STREET, SUITE 100

OMAHA, NEBRASKA 68138

PH: (402) 397-5001

/1

/2

:1

:4

P

M

CONSTRUCTION DOCUMENTS

07/10/2020

CONTRACTOR STAGING PLAN

G0.02

RENOVATE PHARMACY FOR

CHAPTER 797-800

JEJS

OKLAHOMA CITY, OKLAHOMA

OKLAHOMA CITY VAMC

15-2226.013

1" = 40'-0"

CONTRACTOR STAGING PLAN

N

GENERAL NOTES:

KEYNOTES:

31-01 HATCHED AREA INDICATES WORK EXTERIOR TO THE BUILDING.

THE PROJECT INCLUDES THE REPLACEMENT OF A ROOF

MOUNTED AIR HANDLING UNIT ABOVE THE LOADING DOCK. ALSO

INCLUDED IS THE INSTALLATION OF EXHAUST FANS UP TO THE

9TH FLOOR ROOF AREA. CONTRACTOR ACCESS THE LOADING

DOCK AREA SHALL BE SCHEDULED IN ADVANCE WITH THE COR

AND FOR A LIMITED TIME TO FACILITATE HOISTING THE

EQUIPMENT TO THE IDENTIFIED LOCATIONS.

SHEET SPECIFIC NOTES:

1. CONTRACTOR OVERFLOW PARKING SHALL BE PROVIDED

IN COORDINATION WITH THE COR. THE LOCATION OF

THIS PARKING IS 3 BLOCKS EAST OF THE HOSPITAL

ALONG LOTTIE AVENUE. CONTRACTOR SHALL

CORDINATE WITH THE COR FOR SHUTTLE SERVICES TO

THE HOSPITAL OR PROVIDE THEIR OWN SHUTTLE

SERVICES.

STAGING LEGEND

635-18-102

R E

F

R E

F

UP

UP UP

UP UP

GA153 GA154a GA154G154c

GA154d

GA143d

CGA6

GA151 GA150 GA149a

GA149c

GA149b

G149d

GA149e

GA149 ? GA143a CGA7 GA143b

GA143eGA143f

CGA8

GA142

GA143

PHASE 1 CONTRACTOR

ACCESS AT STAIR 2

DUST MAT

(BOTH SIDES)

DUST MAT (BOTH SIDES)

MEN

GA149

WOMEN

GA150

PRIMARY CARE

GA151

PRIMARY CARE

GA153

PRIMARY CARE

GA154

PRIMARY CARE

GA148E

PRIMARY CARE

GA148D

PHARMACY SUPPLY CHECK

IN

GA148C

PRIMARY CARE

GA148B

CONFERENCE ROOM

GA148A

BREAK ROOM

GA148

IV SOLUTION STORAGE

GA143A

INPATIENT PHARMACY

GA143F

OFFICE

GA143B

OFFICE

GA141B

MOBILE FILE ROOM

GA143D

NEGATIVE CHEMO CLEAN

ROOM

GA142B1 ANTE ROOM

GA142B

POSITIVE IV CLEAN ROOM

GA142A1

ANTE ROOM

GA142A

STORAGE / SUPPLY ROOM

GA142

STAIR 2

PHASE 1 CONTRACTOR

ACCESS AT STAIR 2

DUST MAT

(BOTH SIDES)

DUST MAT (BOTH SIDES)

EXISTING FULL-HEIGHT WALL,

FIELD VERIFY

AFTER REMOVAL OF TEMPORARY

DUST WALL - PATCH AND PAINT

EXISTING WALL FROM CORNER TO

CORNER. REINSTALL HANDRAIL,

SIGNAGE, WAINSCOT, RUB RAILS,

ETC.

MAINTAIN NEGATIVE AIR PRESSURE

WITHIN WORK SITE UTILIZING HEPA

EQUIPPED FILTRATION UNITS.

INSTALL A FUSEABLE LINK FIRE

DAMPER AS REQUIRED TO MAINTAIN

1-HR FIRE RATING AT TEMPORARY

WALL. CLEAN OR REPLACE FILTER

DAILY (MIN.). EXHAUST TO EXTERIOR.

PROVIDE 1-HR (45 MIN.) FIRE RATED

TEMPORARY DOOR AND FRAME.

PLACE SCRAP SHEET VINYL BELOW

TEMPORARY WALL, COVERING THE

ENTIRETY OF THE TEMPORARY

ENCLOSURE AND EXTENDING 1/4" INTO

THE CORRIDOR.

EXISTING STRUCTURE ABOVE

IF EXISTING WALL IS NOT FULL-HEIGHT AND 1-HR

FIRE RATED, THEN TEMPORARY WALL MUST GO TO

STRUCTURE. IF EXISTING WALL MEETS ABOVE

REQUIREMENTS, THEN A TEMPORARY CEILING CAN

BE PROVIDED IN LIEU OF A FULL-HEIGHT WALL.

TEMPORARY CEILING CAN BE USED FOR DUST

CONTROL ONLY WHEN THE EXISTING WALL IS FULL-

HEIGHT AND IS CONSTRUCTED AS A1-HOUR WALL (ALL

PENETRATIONS FIRESTOPPED).

3-5/8" METAL STUDS AT 24" O.C. WITH 5/8" TYPE 'X'

GYPSUM BOARD (WITH FIRE TAPE AT ALL JOINTS) ON

EACH SIDE. FIRE CAULK ALL PENETRATIONS.

ASSEMBLY TO PROVIDE 1-HR FIRE RATED

PROTECTION.

ATTACH 1" FIRE SAFING TO BOTTOM OF METAL

STUD TO PROTECT EXISTING FLOOR FROM

DAMAGE.

EXISTING FLOOR - CONTRACTOR RESPONSIBLE FOR TAKING

PRECAUTIONS TO PROTECT EXISTING FLOOR AND REPAIR

TO ORIGINAL CONDITION AS NECESSARY.

PHASING PLAN LEGEND:

LIMITS OF INTERIOR REMODEL, SEE SHEET A1.20 AND

MECHANICAL DRAWINGS FOR ROOF MOUNTED MECHANICAL

WORK, OUTSIDE OF PROJECT BOUNDRY SHOWN ON PLANS.

AREA OF WORK NOT IN SCOPE - EXISTING TO REMAIN

PHASE 1

PHASE 2

AREAS TO REMAIN ACCESSIBLE DURING PROJECT CONSTRUCTION

WORK IN AREA TO BE COMPLETED AFTER REGULAR VA WORKING

HOURS

CONTRACTOR ACCESS ROUTE

TEMPORARY CONSTRUCTION PARTITION

SEQUENCE OF WORK

PRECONSTRUCTION ACTIVITIES

• ESTABLISH CONTRACTOR STAGING AREA IN COORDINATION WITH

THE COR ON STATION.

• SUBMIT PROJECT SCHEDULE TO COR. IDENTIFY ALL TRADES THAT

WILL BE NECESSARY TO COMPLETE DEMOLITION EFFICIENTLY AND

CONCURENTLY.

• INSTALL TEMPORARY ONE-HOUR FIRE RATED CONSTRUCTION

BARRIERS WHRE SHOWN TO SEPARATE AREAS OF CONSTRUCTION

ACTIVITY FROM ADJACENT AREAS OF THE HOSPITAL THAT WILL

REMAIN OCCUPIED AND OPERATIONAL.

• INSTALL HEPA FILTERS AND SEAL PROJECT BOUNDARY TO ENSURE

NEGATIVE AIR PRESSURE AS PER INFECTION CONTROL

REQUIREMENTS.

• PREFORM AND SUBMIT A PRE-CONSTRUCTION RISK ASSESSMENT AS

PER VA REQUIREMENTS.

• PROTECT ALL ITEMS AND EQUIPMENT NOTED TO REMAIN AS

NECESSARY. THE GENERAL CONTRACTOR SHALL BE RESPONISBLE

TO MAINTAIN THE EXISTING CONDITION AND REPAIR ANY DAMAGE TO

PRE-CONSTRUCTION CONDITION PRIOR TO PROJECT COMPLETION.

PHASE 1

• SECURE AND INSTALL A TEMPORARY AIR HANDLING UNIT AS DEFINED

IN THE MECHANICAL DRAWINGS. CONNECT, TEST AND BALANCE THE

TEMPORARY UNIT PRIOR TO THE REMOVAL AND REPLACEMENT OF

THE EXISTING AIR HANDLING UNIT.

• PERFORM DEMOLITION WORK IDENTIFIED IN PHASE 1 ON BOTH

GROUND FLOOR AND ABOVE CEILING WORK ON THE BASEMENT

FLOOR.

• TURN OVER ITEMS NOTED TO BE SALVAGED TO THE OWNER TO A

LOCATION DESIGNATED BY THE COR (ON-SITE). IT WILL BE THE

RESPONSIBILTY OF THE GENERAL CONTRACTOR TO RELOCATE

SALVAGED ITEMS AND TO PREVENT DAMAGE TO THEIR PRE-

CONSTRUCTION CONDITION.

• REMOVE ALL MECAHNICAL AND ELECTRICAL SYSTEMS NOTED FOR

DEMOLITION.

• CLEAN AND REPAIR EXISITNG CONCRETE SLAB FOR FUTURE

INTSTALLATION OF FINISH FLOORING MATERIAL.

• CONSTRUCT NEW PARTITION WALLS INCLUDING ROUGH-IN FOR

MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION.

• REPAIR BASEMENT LEVEL CEILING AS SOON AS UNDERFLOOR

ROUGH-IN HAS BEEN COMPLETED. DO NOT LEAVE EXISTING

UNREPAIRED FOR MORE THAT 24 HOURS AFTER COMPLETION OF

ABOVE CEILING ROUGH-IN.

• INSTALL ALL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE

PROTECTION SYSTSEMS.

• INSTALL ALL CASEWORK, EQUIPMENT DOORS AND HARDWARE

IDENTIFIED IN THE CONSTRUCTION DOCUMENTS.

• COORDINATE THE INSTALLATION OF OWNER PROVIDED

CONTRACTOR INSTALLED AND OWNER PROVIDED, OWNER INSTALLED

EQUIPMENT WITH THE OWNER AND THEIR VENDORS.

• COMPLETE FINISHES AND REMOVE TEMPORARY PARTITIONS. REPAIR

EXISTING AS NECESSARY.

• TURN THE NEWLY REMODELED SPACE OVER TO THE OWNER. THE

INTENT OF PHASE 1 IS TO PROVIDE A FULLY OPERATIONAL INPATIENT

COMPOUNDING SUITE THAT WILL REPLACE THE EXISTING SUITE THAT

WILL BE DEMOLISHED AND REMODELED AS PART OF PHASE 2.

PHASE 2

• PERFORM DEMOLITION WORK IDENTIFIED IN PHASE 2 ON BOTH

GROUND FLOOR AND ABOVE CEILING WORK ON THE BASEMENT

FLOOR.

• TURN OVER ITEMS NOTED TO BE SALVAGED TO THE OWNER TO A

LOCATION DESIGNATED BY THE COR (ON-SITE). IT WILL BE THE

RESPONSIBILTY OF THE GENERAL CONTRACTOR TO RELOCATE

SALVAGED ITEMS AND TO PREVENT DAMAGE TO THEIR PRE-

CONSTRUCTION CONDITION.

• REMOVE ALL MECHANICAL AND ELECTRICAL SYSTEMS NOTED FOR

DEMOLITION.

• CLEAN AND REPAIR EXISITNG CONCRETE SLAB FOR FUTURE

INTSTALLATION OF FINISH FLOORING MATERIAL.

• CONSTRUCT NEW PARTITION WALLS INCLUDING ROUGH-IN FOR

MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION.

• REPAIR BASEMENT LEVEL CEILING AS SOON AS UNDERFLOOR

ROUGH-IN HAS BEEN COMPLETED. DO NOT LEAVE EXISTING

UNREPAIRED FOR MORE THAT 24 HOURS AFTER COMPLETION OF

ABOVE CEILING ROUGH-IN.

• INSTALL ALL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE

PROTECTION SYSTSEMS.

• INSTALL ALL CASEWORK, EQUIPMENT DOORS AND HARDWARE

IDENTIFIED IN THE CONSTRUCTION DOCUMENTS.

• COORDINATE THE INSTALLATION OF OWNER PROVIDED

CONTRACTOR INSTALLED AND OWNER PROVIDED, OWNER INSTALLED

EQUIPMENT WITH THE OWNER AND THEIR VENDORS.

• COMPLETE FINISHES AND REMOVE TEMPORARY PARTITIONS. REPAIR

EXISTING AS NECESSARY.

NOTE:

DEMOLITION WORK OF EXISTING CONCRETE FLOORS (ANY JACK HAMMERING

OR CORE DRILLING) SHALL BE CONDUCTED IN THE EVENINGS AFTER VA

NORMAL BUSINESS HOURS (8AM-5PM).

THE FIRE SUPRESSION SYSTEM MUST REMAIN ACTIVE THROUGHOUT THE

DURATION OF CONSTRUCTION. SHOULD AT ANYTIME THE SYSTEM BE SHUT

DOWN THE GENERAL CONTRACTOR SHALL PROVIDE 24 HOUR FIRE WATCH TO

SUPERVISE THE CONSTRUCTION AREA.

PROJECT BOUNDRY ABOVE

BA123

BA124

BA125

BA126

BA130 BA131

BB105a

BB105

BA122 BA121 BA119c

BA119

BA118

BA117

BA115BA116

CBA4

CBA2

BA119b

CBA1

PROJECT BOUNDRY ABOVE

BA130a

BB104

BA123

BA124

BA125

BA126

BA130 BA131

BB105a

BB105

BA122 BA121 BA119c

BA119

BA118

BA117

BA115BA116

CBA4

CBA2

BA119b

CBA1

BA130a

BB104

PROJECT BOUNDRY ABOVE

ABOVE CEILING ROUGH IN

AND DEMOLITION WORK -

PHASE 1, TYP.

ABOVE CEILING ROUGH IN

AND DEMOLITION WORK -

PHASE 2, TYP.

N

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

635-18-102

PROJECT AREA

KEY PLAN

NOT TO SCALE

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

SCHEMMER

1044 NORTH 115TH STREET, SUITE 3300

OMAHA, NEBRASKA 68154

PH: (402) 493-4800

AMI ENVIRONMENTAL

8802 SOUTH 135TH STREET, SUITE 100

OMAHA, NEBRASKA 68138

PH: (402) 397-5001

/1

/2

:1

:5

P

M

CONSTRUCTION DOCUMENTS

07/10/2020

PHASING/ INFECTION CONTROL PLAN

G1.02

RENOVATE PHARMACY FOR

CHAPTER 797-800

JEJS

OKLAHOMA CITY, OKLAHOMA

OKLAHOMA CITY VAMC

15-2226.013

1/16" = 1'-0"

NEW FLOOR PLAN - GROUND LEVEL - PHASING

1/16" = 1'-0"

DEMOLITION PLAN - GROUND LEVEL - PHASING

1/2" = 1'-0"

TEMPORARY WALL DETAIL

1/16" = 1'-0"

PHASING PLAN LEGEND

INFECTION CONTROL NOTES - CLASS IV CONSTRUCITON:

A. THE ONE-HOUR FIRE-RATED CONSTRUCTION BARRIERS SHALL BE CONSTRUCTED PRIOR TO BEGINNING OTHER WORK.

B. FIRE PROTECTION SYSTEMS SHALL REMAIN FUNCTIONAL FOR OCCUPIED AREAS OF THE FLOOR.

C. PROVIDE FIRE EXTINGUISHERS IN CONSTRUCTION AREA; REVIEW WITH COR AND VA SAFETY GROUP.

D. CONTRACTOR SHALL PROVIDE FIRE WATCH FOR ALL HOT WORK ACTIVITIES AND WHEN FIRE ALARM OR SPRINKLER SYSTEMS ARE OFFLINE MORE THAN 4HOURS IN A 24

HOUR PERIOD.

E. MAINTAIN NEGATIVE AIR PRESSURE IN CONSTRUCTION AREA AT ALL TIMES (24/7), WHETHER OCCUPIED OR NOT, THROUGHOUT DURATION OF PROJECT USING HEPA

EQUIPPED AIR FILTRATION UNITS.

F. MAINTAIN EXIT LIGHTS IN CONSTRUCTION AREA.

G. CONSTRUCTION AREA SHALL REMAIN ISOLATED FROM THE OTHER AREAS OF THE MEDICAL CENTER; NO RETURN AIR OR EXHAUST SHALL PASS INTO THE AREAS OUTSIDE

THE CONSTRUCTION AREA.

H. REDIRECT ALL MEDICAL CENTER PERSONNEL, PATIENTS, AND VISITORS SO THEY DO NOT EXIT THROUGH THE CONSTRUCTION AREA. PROVIDE SIGNS ON DOORS INTO

THE CONSTRUCTION AREA THAT RED: "CONSTRUCTION AREA - DO NOT ENTER".

I. GENERAL CONTRACTOR SHALL MAINTAIN DAILY LOGS AND KEEP A CURRENT HOT WORK PERMIT ON SITE.

J. TACKY MATS SHALL BE PLACED AT ALL DOORS INTO THE CONSTRUCTION AREA AND SHALL BE MONITORED TO MAKE SURE THEY REMAIN EFFECTIVE.

K. MAINTAIN A CLEAN AND ORDERLY CONSTRUCTION AREA TO PREVENT CONTAMINATION OF EXISTING DUCT SYSTEMS.

L. OBTAIN INFECTION CONTROL PERMIT PRIOR TO BEGINNING WORK.

M. ISOLATE HVAC SYSTEM WITHIN CONSTRUCTION AREA TO PREVENT CONTAMINATION OF EXISTING DUCT SYSTEM.

N. COMPLETE ALL CRITICAL BARRIERS I.E. SHEETROCK, PLYWOOD, PLASTIC, TO SEAL AREA FROM NON WORK AREA OR IMPLEMENT CONTROL CUBE METHOD (CART WITH

PLASTIC COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA VACUUM FOR VACUUMING PRIOR TO EXIT0 BEFORE CONSTRUCTION BEGINS.

O. AFTER COMPLETION OF WORK AND BETWEEN PHASES; VACUUM CONSTRUCTION AREA WITH HEPA FILTERED VACUUMS, WET MOP WITH DISINFECTANT, REMOVE

CONSTRUCTION BARRIERS (UPON APPROVAL), PATCH OR REPAIR ANY DAMAGE FROM CONSTRUCTION BARRIER REMOVAL, AND REMOVE ISOLATION OF HVAC SYSTEM.

UPON COMPLETION, RESTORE HVAC SYSTEM WHERE WORK WAS PERFORMED.

P. SEAL ALL HOLES, PUNCTURES, AND PENETRATIONS FROM PIPES AND/OR CONDUITS APPROPRIATELY AND IMMEDIATELY TO MAINTAIN DUCT PROTECTION AND NEGATIVE

AIR PRESSURE.

Q. CONSTRUCT ANTEROOM ART ENTRANCES TO CONSTRUCTION AREAS AND REQUIRE ALL CONSTRUCTION PERSONNEL TO PASS THROUGH THIS ROOM TO BE VACUUMED WITH A HEPA VACUUM CLEANER PRIOR TO LEAVING THE SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE WORK

SITE.

Q.A. CONSTRUCTION WORKERS WILL NOT BE ENTERING ANY OCCUPIED VA SPACES.

Q.B. DIRECT ACCESS TO OUT THROUGH ANTEROOM(EXIT/ENTRANCE)

R. ALL PERSONNEL ENTERING WORK SITE (ONLY IF ENTERING VA SPACE) ARE REQUIRED TO WEAR SHOE COVERING.

S. CONSTRUCTION BARRIERS SHALL NOT BE REMOVED UNTIL PROJECT IS COMPLETED AND INSPECTION BY VA SAFETY PERSONNEL, INFECTION CONTROL GROUP, AND

COR.

T. REMOVE BARRIERS MATERIAL CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION.

CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS

SOLID LID.

1/16" = 1'-0"

FLOOR PLAN - BASEMENT LEVEL - PHASING

1/16" = 1'-0"

DEMOLITION REFLECTED CEILING PLAN - BASEMENT LEVEL - PHASING

THE FIRE ALARM SHALL BE FUNCTIONAL AT ALL TIMES DURING CONSTRUCTION.

COORDINATE WITH COR TO SHUT OFF FIRE ALARM FOR CONSTRUCTION

ACTIVITIES, FIRE ALARM MUST BE ACTIVATED PRIOR TO LEAVING THE SITE.

N

Office of

Construction and Facilities

Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairs of

635-16-104

PROJECT AREA

KEY PLAN

NOT TO SCALE

JULY 10, 2020

DEHIIWHC

GENERAL NOTES

OKLAHOMA CITY VAMC

15-2226.013

CONSTRUCTION DOCUMENTS

RENOVATE PHARMACY FOR

CHAPTER 797_800

OKLAHOMA CITY, OKLAHOMA

HA100

GENERAL NOTES:

1. THESE DRAWINGS ARE DIAGRAMMATIC AND FOR GENERAL IDENTIFICATION OF

ASBESTOS-CONTAINING MATERIALS (ACM) AND LEAD-BASED PAINT (LBP)

SUBJECT TO REMOVAL OR DISTURBANCE. THEIR ACCURACY IS NOT

GUARANTEED. LOCATIONS AND QUANTITIES SHOWN OF ACM AND LBP TO BE

REMOVED ARE REPRESENTATIVE BASED ON RECENT AND PREEXISTING SITE

SURVEY INFORMATION. THE ABATEMENT CONTRACTOR SHALL BE RESPONSIBLE

FOR FIELD VERIFYING ALL MATERIAL LOCATIONS AND REMOVAL QUANTITIES, AND

EXISTING SITE CONDITIONS.

2. ASBESTOS REMOVAL IS BEING PERFORMED PURSUANT TO RENOVATION OF THE

PROJECT AREAS. REMOVE AND DISPOSE OF ALL ACM IN ACCORDANCE WITH

APPLICABLE REGULATIONS, PROJECT SPECIFICATIONS, AND THE APPROVED

ASBESTOS HAZARD ABATEMENT PLAN (AHAP). IF SUSPECT ACMS ARE

ENCOUNTERED DURING CONSTRUCTION AND DEMOLITION THAT ARE NOT

IDENTIFIED ON THE ASBESTOS ABATEMENT DRAWINGS, STOP WORK AND

CONTACT THE PROJECT MANAGER AND VPIH.

3. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE

FEDERAL, STATE, AND LOCAL REGULATIONS; PROJECT SPECIFICATIONS, THE

APPROVED WORK PLAN, AND ACCEPTED INDUSTRY PRACTICE. WHEN

REQUIREMENTS OVERLAP OR CONFLICT, THE MOST STRINGENT REQUIREMENT

SHALL APPLY. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE OWNER, THE

OWNER'S CONSULTANTS, AND REGULATORY PERSONNEL.

4. DEMOLITION OF NON-ACM BUILDING MATERIALS MAY BE REQUIRED TO ACCESS

REGULATED MATERIALS, INCLUDING, BUT NOT LIMITED TO, CABINETS, RAISED

FLOORING, GYPSUM WALLBOARD, EXPANDED METAL OR WOOD LATH AND

PLASTER WALLS AND CEILINGS, WALL FRAMING, CARPET, CERAMIC AND VINYL

FLOOR COVERINGS, WOOD, ETC. THE ABATEMENT CONTRACTOR SHALL BE

RESPONSIBLE FOR DEMOLITION OF NON-ACM MATERIALS AS NEEDED TO ACCESS

REGULATED MATERIALS FOR ABATEMENT, AND FOR COORDINATING THE LIMITS

OF DEMOLITION AND ABATEMENT WITH THE GENERAL CONTRACTOR.

5. ALL COSTS ASSOCIATED WITH EXPLORATORY DEMOLITION AND DEMOLITION OF

NON-ACM MATERIALS NEEDED TO ACCOMPLISH ABATEMENT SHALL BE INCLUDED

IN THE ABATEMENT CONTRACTOR'S LUMP SUM PRICE FOR THE PROJECT. NO

ADDITIONAL COMPENSATION SHALL BE CONSIDERED FOR THIS WORK.

ASBESTOS NOTES:

1. CONCEALED ACM PIPE INSULATION (TSI) MAY EXIST WITHIN WALLS, PIPE CHASES

AND ABOVE RIGID CEILINGS. COORDINATE ACCESS WITH DEMOLITION DRAWINGS

AND THE GENERAL CONTRACTOR. SOME EXPLORATORY DEMOLITION MAY BE

REQUIRED TO DETERMINE IF CONCEALED ACM IS PRESENT.

2. ESTABLISH REGULATED AREAS (RA) AND NEGATIVE PRESSURE ENCLOSURES

(NPE) AND PERFORM REMOVAL IN ACCORDANCE WITH APPLICABLE

SPECIFICATION SECTIONS: SEC 02 82 13-13, GLOVEBAG ASBESTOS ABATEMENT;

SEC 02 82 11, TRADITIONAL ASBESTOS ABATEMENT; SEC 02 82 13-19, ASBESTOS

FLOOR TILE AND MASTIC ABATEMENT; 02 82 13-31 ASBESTOS TRANSITE AND

CLASS II ABATEMENT. FINALIZE LIMITS OF REGULATED AREAS, LOCATIONS OF

NEGATIVE AIR MACHINES (NAM), PERSONAL DECONTAMINATION FACILITIES (PDF),

AND WASTE DECONTAMINATION FACILITIES (WDF) BASED ON SITE CONDITIONS,

BEST PRACTICES AND PHASING REQUIREMENTS.

3. ASSUME 50% EFFICIENCY WHEN CALCULATING NAM REQUIREMENTS FOR

ACHIEVING FOUR (4) AIR CHANGES PER HOUR AND PROVIDED GREATER THAN

-0.02” WCG PRESSURE. CONFIGURE AND PLACE NAMS AS NEEDED TO MAXIMIZE

AIR MOVEMENT AND PREVENT DEAD AIR SPACE. COORDINATE NEGATIVE AIR

DISCHARGE LOCATIONS WITH GENERAL CONTRACTOR, OWNER'S

REPRESENTATIVE, AND VPIH, IF NEEDED.

4. TSI ABATEMENT FROM SECTIONS OF PIPE AND FITTINGS TO BE DEMOLISHED MAY

BE PERFORMED USING GLOVEBAGS TO ACCOMPLISH WRAP AND CUT METHODS IF

APPROVED BY THE GENERAL CONTRACTOR. COORDINATE WITH MECHANICAL

DEMOLITION DRAWINGS AND THE MECHANICAL CONTRACTOR.

5. REFER TO THE HAZARDOUS BUILDING MATERIALS INSPECTION REPORT BY AMI

ENVIRONMENTAL, DATED AUGUST 27, 2019, FOR INFORMATION CONCERNING THE

PRESENCE OF ASBESTOS CONTAINING MATERIALS IN THE PROJECT AREAS.

ASBESTOS ABATEMENT PHASING:

1. THE ABATEMENT CONTRACTOR SHALL WORK CLOSELY WITH THE GENERAL

CONTRACTOR, CONTRACTING OFFICER, OWNER OR OWNER'S REPRESENTATIVE,

AND/OR THE VPIH TO COORDINATE REMOVAL OF ACM IN ACCORDANCE WITH

PROJECT SCHEDULING, SEQUENCING, AND PHASING REQUIREMENTS. SOME

AFTER HOURS AND WEEK-END WORK MAY BE REQUIRED. PHASING IS SUBJECT

TO CHANGE TO ACCOMMODATE SITE CONDITIONS AND FACILITY OPERATIONS.

LEAD-BASED PAINT AND PAINT CONTAINING LEAD:

1. LEAD-BASED PAINT (LBP) ARE PAINTS THAT CONTAIN LEAD ≥1.0 MG/M² OR ≥0.5

PERCENT BY WEIGHT.

2. PAINT CONTAINING LEAD (PCL) IS PAINT WITH A DETECTABLE LEVEL OF LEAD.

3. LBP AND PCL ARE KNOWN TO EXIST ON MATERIALS, COMPONENTS, AND

SURFACES THAT MAY BE DISTURBED, PENETRATED, REFINISHED, OR

DEMOLISHED. PERFORM DEMOLITION OF MATERIALS AND COMPONENTS WITH

LBP AND/OR PCL IN ACCORDANCE WITH APPLICABLE REGULATIONS, SECTION 02

83 33.13, LEAD-BASED PAINT REMOVAL AND DISPOSAL.

AND THE APPROVED WORK PLAN.

4. FLAKING AND PEELING LBP AND/OR PCL ON SURFACES TO REMAIN SHALL BE

REMOVED AND STABILIZED USING METHODS IN ACCORDANCE WITH SECTION 02

83 33.13, LEAD-BASED PAINT REMOVAL AND DISPOSAL.

5. IF WALLS WITH LBP ARE TO BE DEMOLISHED, WALL MAY BE REMOVED AND

DISPOSED OF IN ACCORDANCE WITH APPROVAL FROM GENERAL CONTRACTOR.

PERFORM REMOVAL AND DISPOSAL IN ACCORDANCE WITH SECTION 02 83 33.13,

OR 29 CFR 1926.62 LEAD IN CONSTRUCTION FOR MINIMAL NON-ABATEMENT

LEAD-BASED PAINT DISTURBANCE.

6. REFER TO THE HAZARDOUS BUILDING MATERIALS INSPECTION REPORT BY AMI

ENVIRONMENTAL, DATED AUGUST 27, 2019, FOR INFORMATION CONCERNING THE

PRESENCE OF LBP, LEAD CONTAINING MATERIALS AND PCL IN THE PROJECT

AREAS.

Summary of Asbestos Materials to be Potentially Impacted

DESCRIPTION LEGEND FRIABLE EST. QTY.

Black Mastic on Ducts & Concrete above Ceiling Tiles No

200 Square Feet

(SF)

8" Diameter Pipe Insulation (labeled ACM) Yes

60 Linear Feet (LF)

8" Diameter Fittings (labeled ACM) Yes

10 Each (EA)

Summary of Lead-Based Painted Materials to be Potentially Impacted

DESCRIPTION LEGEND

PEELING OR

DELAMINATIN

G

EST. QTY.

Entry Door & Frame to Mechanical Room on Floor

Below Project Area

No 1 ea.

* Note - Lead-Based Paint is 1 level down from marked area on main level.

UP

MEN

GA149

WOMEN

GA150

PRIMARY CARE

GA151

PRIMARY CARE

GA153

PRIMARY CARE

GA154

PRIMARY CARE

GA148E

PRIMARY CARE

GA148D

PHARMACY SUPPLY

CHECK IN

GA148C

PRIMARY CARE

GA148B

CONFERENCE ROOM

GA148A

BREAK ROOM

GA148

IV SOLUTION

STORAGE

GA143A

INPATIENT

PHARMACY

GA143F

OFFICE

GA143B

OFFICE

GA141B

MOBILE FILE ROOM

GA143D

NEGATIVE CHEMO

CLEAN ROOM

GA142B1

ANTE ROOM

GA142B

POSITIVE IV CLEAN

ROOM

GA142A1

ANTE ROOM

GA142A

STORAGE / SUPPLY

ROOM

GA142

STAIR 2

N

Office of

Construction and Facilities

Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairs of

635-18-102

PROJECT AREA

KEY PLAN

NOT TO SCALE

JULY 10, 2020

DEHIIWHC

ASBESTOS CONTAINING

MATERIAL

OKLAHOMA CITY VAMC

15-2226.013

CONSTRUCTION DOCUMENTS

RENOVATE PHARMACY FOR

CHAPTER 797_800

OKLAHOMA CITY, OKLAHOMA

HA101

ASBESTOS KEYED NOTES

1. ESTABLISH REGULATED AREA (MINOR

DECONTAMINATION AREA) AND REMOVE BLACK

MASTIC ON DUCTS AND FLOOR DECK ABOVE

CEILING.

2. ESTABLISH REGULATED AREA AND REMOVE ACM

LABELED THERMAL SYSTEM INSULATION (TSI)

COVERED PIPE AND FITTINGS USING GLOVEBAG

ABATEMENT METHODS AS REQUIRED BY SECTION 02

82 13.13. FOR SECTIONS OF PIPE TO BE

DEMOLISHED, WRAP AND CUT METHODS MAY BE

USED ONLY IF APPROVED BY THE GENERAL

CONTRACTOR. WHEN GLOVEBAG METHODS ARE

NOT FEASIBLE, USE FULL CONTAINMENT AND

ISOLATION PROCEDURES (MAJOR

DECONTAMINATION AREAS) IN ACCORDANCE WITH

SECTION 02 82 11, TRADITIONAL ASBESTOS

ABATEMENT.

3. CONCEALED TSI CONTAINING ACM MAY EXIST IN

WALLS, ABOVE CEILINGS, IN PIPE CHASES, AND

WITHIN WALL PENETRATIONS. IF SUSPECT ACMS

ARE ENCOUNTERED DURING CONSTRUCTION AND

DEMOLITION THAT ARE NOT IDENTIFIED ON THE

ASBESTOS ABATEMENT DRAWINGS, STOP WORK

AND CONTACT THE PROJECT MANAGER AND VPIH.

4. THE PROJECT AREA WAS RECENTLY SURVEYED FOR

ACM. REFER TO THE HAZARDOUS BUILDING

MATERIALS INSPECTION REPORT BY AMI

ENVIRONMENTAL, DATED AUGUST 27, 2019, FOR

MORE INFORMATION ABOUT ACMS IDENTIFIED IN

THE PROJECT AREA.

Summary of Asbestos Materials to be Potentially Impacted

DESCRIPTION LEGEND FRIABLE EST. QTY.

Black Mastic on Ducts & Concrete above Ceiling Tiles No

200 Square Feet

(SF)

8" Diameter Pipe Insulation (labeled ACM) Yes

60 Linear Feet (LF)

8" Diameter Fittings (labeled ACM) Yes

10 Each (EA)

MEN

GA149

WOMEN

GA150

PRIMARY CARE

GA151

PRIMARY CARE

GA153

PRIMARY CARE

GA154

PRIMARY CARE

GA148E

PRIMARY CARE

GA148D

PHARMACY SUPPLY

CHECK IN

GA148C

PRIMARY CARE

GA148B

CONFERENCE ROOM

GA148A

BREAK ROOM

GA148

IV SOLUTION

STORAGE

GA143A

INPATIENT

PHARMACY

GA143F

OFFICE

GA143B

OFFICE

GA141B

MOBILE FILE ROOM

GA143D

NEGATIVE CHEMO

CLEAN ROOM

GA142B1

ANTE ROOM

GA142B

POSITIVE IV CLEAN

ROOM

GA142A1

ANTE ROOM

GA142A

STORAGE / SUPPLY

ROOM

GA142

STAIR 2

N

Office of

Construction and Facilities

Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairs of

635-18-102

PROJECT AREA

KEY PLAN

NOT TO SCALE

JULY 10, 2020

DEHIIWHC

XXX

LEAD-BASED PAINT

OKLAHOMA CITY VAMC

15-2226.013

CONSTRUCTION DOCUMENTS

RENOVATE PHARMACY FOR

CHAPTER 797_800

OKLAHOMA CITY, OKLAHOMA

HA102

LEAD NOTES

1. LBP IS KNOWN TO EXIST ON MATERIALS,

COMPONENTS, AND SURFACES THAT MAY BE

DISTURBED, PENETRATED, REFINISHED, OR

DEMOLISHED. PERFORM DEMOLITION OF

MATERIALS AND COMPONENTS WITH LBP AND/OR

PCL IN ACCORDANCE WITH APPLICABLE

REGULATIONS, SECTION 02 83 33.13, LEAD-BASED

PAINT REMOVAL AND DISPOSAL AND THE

APPROVED WORK PLAN.

2. CONCEALED LBP MAY BE PRESENT ON SURFACES

BEHIND WALLS AND MAY BE IMPACTED FOR

PENETRATIONS, OR WALL DEMOLITION. LBP DUST

MUST BE CONTROLLED ACCORDING TO 29 CFR

1926.62. PERFORM CLEANUP AND DISPOSAL OF LBP

DUST AND DEBRIS IN ACCORDANCE WITH SECTION

02 83 33.13, LEAD-BASED PAINT REMOVAL AND

DISPOSAL.

Summary of Lead-Based Painted Materials to be Potentially Impacted

DESCRIPTION LEGEND

PEELING OR

DELAMINATIN

G

EST. QTY.

Entry Door & Frame to Mechanical Room on Floor

Below Project Area

No 1 ea.

* Note - Lead-Based Paint is 1 level down from marked area on main level.

1/2" 1"0" 2"SCALE: FULL

MATCH LINE

SEE XN/XXNNN

XC1 P1 R1

XX" X

XX'-X" XX'-X"

X

XN

XXNNN

XN

XXNNN

XN

XXNNN

F1 A

HSS _x_x_

B1

20GA TYPE 'W3' MTL DECK

PC S

PAN

Hx R15:12

B

B

GENERAL STRUCTURAL NOTES & IBC TABLES INDEX TO STRUCTURAL SHEETSSYMBOLS LEGEND

COORDINATE SYSTEM

S J

W--x--

(XXX'-XX")

ELEVATION

INDICATOR

CUT

SECTION

INDICATOR

WALL

REINFORCING

INDICATOR

PC SPAN

IDENTIFIER

STEP TOP OF

WALL INDICATOR

PIER TAG CALLOUT INDICATOR

ROOF SLOPE

INDICATOR

STEP TOP OF

FOOTING

IDENTIFIER

MASONRY

PIER

INDICATOR

CORNER

REINF

INDICATOR

CONTINUOUS

BEAM

INDICATOR

MATCH LINE INDICATOR

PLAN NORTH ORIENTED 90°

TO THE SHEET W/ MAGNETIC

NORTH (OPTIONAL)

SHEET TYPE DESIGNATORS

SHEET IDENTIFICATION

SHEET TYPE

DESIGNATOR

SHEET

SEQUENCE

NUMBER 01-99

MODIFIER

CHARACTER

DISCIPLINE

CHARACTER

-S

AA

DETAIL BUBBLE

INDICATOR

DETAIL/SECTION/PLAN

BLOCK TITLE INDICATOR

EXT ELEVATION

INDICATOR

COLUMN

INDICATOR(S)

KEYNOTE

IDENTIFIER

REVISION

SYMBOL

NNN

0 GENERAL (SYMBOLS LEGEND, NOTES, ETC)

1 PLANS (HORIZONTAL VIEWS)

2 ELEVATIONS (VERTICAL VIEWS)

3 SECTIONS (SECTIONAL VIEWS)

4 LARGE SCALE VIEWS (PLANS, ELEV, OR SECTIONS, NOT DETAILS)

5 DETAILS

6 SCHEDULES AND DIAGRAMS

7 USER DEFINED

8 USER DEFINED

9 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES, PHOTOGRAPHS)

A1

54321

FOOTING/PIER

IDENTIFIER

STEP

INDICATOR

HOLDOWN

INDICATOR

BEAM

INDICATOR(S)

MOMENT

INDICATOR

DECK INDICATOR

SHEAR WALL

INDICATOR

LINTEL

INDICATOR

RAFTER

INDICATOR

ASTERISK

INDICATOR

SLOPE

INDICATOR

WORK

POINT

INDICATOR

54321

D

B

A

C

D

B

A

C

A3

C5C4

D4

C3

D3

XN

ELEVATION INDICATOR

SECTION

INDICATOR

COLUMN/FND

GRID INDICATOR

SLAB JOINT

INDICATOR

STRUCTURAL HATCH PATTERNS

BRICK

CONCRETE

NATIVE

UNDISTURBED

SOIL

BACKFILL/FILL

ENGINEERED FILL

DRAINAGE

COURSE

GYPSUM

BOARD

WOOD-

BLKG OR SHIM

PLYWOOD/OSB

/PARTICLE BD

WD- GLUED

/LAMINATED

WOOD-

CONTINUOUS

FRAMING

INSUL/FIRE

SAFING

METAL FLOOR

GRATING

GROUT

RIGID

INSUL/ICF/SIP

/EIFS SYSTEMS

METALS

MORTAR

CMU

ROUGH LOG

WALL

WOOD STUD

BRG WALL

CONC WALL

HOLDOWN

(BLOCKOUT)

STONE/

ROCK WALL

C1

Hx

S W x

XXX' - XX"

TOx

N

CONT

TABLE N5.4-1

INSPECTION TASKS PRIOR TO WELDING

TABLE N5.4-2

INSPECTION TASKS DURING WELDING

AISC 360-16 TABLE N5.4-3

INSPECTION TASKS AFTER WELDING

AISC 360-16 TABLE N5.6-1

INSPECTION TASKS PRIOR TO BOLTING

AISC 360-16 TABLE N5.6-2

INSPECTION TASKS DURING BOLTING

AISC 360-16 TABLE N5.6-3

INSPECTION TASKS AFTER BOLTING

INSPECTION TASKS PRIOR TO WELDING

WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE

MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE

MATERIAL IDENTIFICATION (TYPE/GRADE)

WELDER IDENTIFICATION SYSTEM(a)

FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)

• JOINT PREPARATION

• DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)

• CLEANLINESS (CONDITION OF STEEL SURFACES)

• TACKING (TACK WELD QUALITY AND LOCATION)

CONFIGURATION AND FINISH OF ACCESS HOLES

FIT-UP OF FILLET WELDS

• DIMENSIONS (ALIGNMENT, GAPS AT ROOT)

• CLEANLINESS (CONDITION OF STEEL SURFACES)

• TACKING (TACK WELD QUALITY AND LOCATION)

CHECK WELDING EQUIPMENT

INSPECTION INTERVAL

USE OF QUALIFIED WELDERS

CONTROL AND HANDLING OF WELDING CONSUMABLES

• PACKAGING

• EXPOSURE CONTROL

NO WELDING OVER CRACKED TACK WELDS

ENVIRONMENTAL CONDITIONS

• WIND SPEED WITHIN LIMITS

• PRECIPITATION AND TEMPERATURE

WPS FOLLOWED

• SETTINGS ON WELDING EQUIPMENT

• TRAVEL SPEED

• SELECTED WELDING MATERIALS

• SHIELDING GAS TYPE/FLOW RATE

• PREHEAT APPLIED

• INTERPASS TEMPERATURE MAINTAINED (MIN/MAX)

• PROPER POSITION (F, V, H, OH)

WELDING TECHNIQUES

• INTERPASS AND FINAL CLEANING

• EACH PASS WITHIN PROFILE LIMITATIONS

• EACH PASS MEETS QUALITY REQUIREMENTS

(a) THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE.

P

P

O

O

O

O

O

O

O

O

O

O

O

O

WELDS CLEANED

SIZE, LENGTH AND LOCATION OF WELDS

WELDS MEET VISUAL ACCEPTANCE CRITERIA:

• CRACK PROHIBITION

• WELD/BASE-METAL FUSION

• CRATER CROSS SECTION

• WELD PROFILES

• WELD SIZE

• UNDERCUT

• POROSITY

ARC STRIKES

k-AREA(a)

BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)

REPAIR ACTIVITIES

DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER

O

P

P

P

P

P

P

O

(a)WHEN WELDING OF DOUBLE PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE k-AREA, VISUALLY INSPECT THE WEB k-AREA FOR CRACKS WITHIN 3" (75 mm) OF THE WELD.

(b) AFTER ROLLED HEAVY SHAPES (SEE SECTION A3.1c) AND BUILT-UP HEAVY SHAPES (SEE SECTION A3.1d) ARE WELDED, VISUALLY

INSPECT THE WELD ACCESS HOLE FOR CRACKS.

INSPECTION TASKS PRIOR TO BOLTING

MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS

FASTENER ASSEMBLIES PLACED IN ALL HOLES AND

WASHERS AND NUTS ARE POSITIONED AS REQUIRED

O

O

O

O

O

P

O

O

O

O

O

DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P

FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS

CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT

LENGTH IF THREADS ARE TO EXCLUDED FROM SHEAR PLANE)

CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL

CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION

AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS

PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL

OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED

PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER

FASTENER COMPONENTS

JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING

OPERATION

FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM

ROTATING

FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC

SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT

TOWARD THE FREE EDGES

• O-OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS.

P-PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER.

• OBSERVATION OF WELDING OPERATIONS AND VISUAL INSPECTION OF IN-PROCESS AND COMPLETED WELDS SHALL BE THE PRIMARY METHOD TO CONFIRM THAT THE MATERIALS, PROCEDURES AND WORKMANSHIP ARE IN CONFORMANCE WITH THE CONSTRUCTION

DOCUMENTS.

• FOR STRUCTURES IN RISK CATEGORY III/IV (ASCE/SEI 7, TABLE 1.5-1), ULTRASONIC TESTING SHALL BE PERFORMED ON ALL COMPLETE-JOINT-PENETRATION GROOVE WELDS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING IN BUTT, T- AND CORNER

JOINTS, IN MATERIALS 5/16" (8 MM) THICK OR GREATER.

• FOR STRUCTURES IN RISK CATEGORY II (ASCE/SEI 7, TABLE 1.5-1), ULTRASONIC TESTING SHALL BE PERFORMED ON 10% OF COMPLETE-JOINT-PENETRATION GROOVE WELDS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING IN BUTT, T- AND CORNER

JOINTS, IN MATERIALS 5/16" (8 MM) THICK OR GREATER.

• ALL NONDESTRUCTIVE TESTING OF WELDED JOINTS SHALL BE DOCUMENTED.

• SEE AISC360-16 CHAPTER N FOR ADDITIONAL WELD INSPECTION REQUIREMENTS.

• SEE AISC360-16 CHAPTER N FOR ADDITIONAL BOLT INSPECTION REQUIREMENTS.

• EXPOSED CUT SURFACES OF GALVANIZED STRUCTURAL STEEL MAIN MEMBERS AND EXPOSED CORNERS OF RECTANGULAR HSS

SHALL BE VISUALLY INSPECTED FOR CRACKS SUBSEQUENT TO GALVANIZING.

• INSPECTION SHALL OCCUR DURING THE PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS, INCLUDING DIAMETER, GRADE, TYPE AND LENGTH OF THE ANCHOR ROD

OR EMBEDDED ITEM, AND THE EXTENT OR DEPTH OF EMBEDMENT INTO THE CONCRETE.

• FABRICATED STEEL AND ERECTED STEEL FRAMES, AS APPROPRIATE, SHALL BE INSPECTED FOR COMPLIANCE WITH THE DETAILS SHOWN ON THE CONSTRUCTION DOCUMENTS, INCLUDING BRACES, STIFFENERS, MEMBER LOCATIONS AND PROPER JOINT DETAIL

APPLICATION.

INSPECTION TASKS DURING BOLTING

INSPECTION TASKS AFTER BOLTING

INSPECTION TASKS DURING WELDING

INSPECTION TASKS AFTER WELDING

.WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES(b)

NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR

YES

PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P

WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS P YES

FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y- AND K-JOINTS WITHOUT BACKING

• JOINT PREPARATIONS

• DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)

• CLEANLINESS (CONDITION OF STEEL SURFACES)

• TACKING (TACK WELD QUALITY AND LOCATION)

P

REQUIRED ON PROJECT

YES

YES

YES

YES

NO

NO

NO

YES

REQUIRED ON PROJECTINSPECTION INTERVAL

REQUIRED ON PROJECTINSPECTION INTERVAL

YES

YES

YES

YES

YES

NO

O

O

YES

YES

YES

YES

NO

NO

YES

YES

YES

YES

INSPECTION INTERVAL REQUIRED ON PROJECT

INSPECTION INTERVAL REQUIRED ON PROJECT

INSPECTION INTERVAL REQUIRED ON PROJECT

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c…