SOW Attachment 09- 402-22-755 - Bid Documents - Drawings - HVAC Resolicit.pdf

A/E REPLACE LAUNDRY HVAC

TOGUS VA MEDICAL CENTER

BID DOCUMENTS

FULLY SPRINKLERED

WBRC PROJ. # 10065.003

M-R PROJECT NO: 0506-0018

STRUCTURAL

ABBREVIATIONS & NOTES

S-001

DSWC

BID DOCUMENTS

FULLY SPRINKLERED

WBRC PROJ. # 10065.003

M-R PROJECT NO: 0506-0018

STRUCTURAL

NOTES

S-002

D

C

B

A

2 3 4 5 6 7 8 9 10 11

S-201

S-201

LAUNDRY

OFFICE

106LOUNGE

WOMEN

MEN

DIRTY LAUNDRY

MAINTENANCE

DOCK

CLEAN LINEN

ROOM

DOCK

PIER 24"DIA

HSS 8X8X1/2"

DUNNAGE COLUMN,

UP THROUGH ROOF

(TYP)

17' - 1 1/2" 14' - 3" 14' - 3" 14' - 3" 14' - 3" 14' - 3" 14' - 3" 14' - 3" 14' - 3" 17' - 1 1/2"

/2

/2

2' - 0"

EXISTING 24"X24"

CONCRETE FOOTING

VIF

EXISTING GRADE BEAM

VIF

LADDER TO ROOF HATCH;

REFER TO ARCH DWGS

EXISTING 6" DIA PIPE

VIF

26' - 6" 2' - 0"

SF411

FACE OF EXIST WALL

S1 (TYP)

S1 (TYP)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANTS

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

M-R PROJECT NO:

PLAN

NORTH

ACTUAL

NORTH

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

B

C

D

E

A

B

C

D

E

WBRC PROJ. # 10065.003

C U s e rs

\d s tu rd iv a n t\ D o c u m e n ts

\0

-0

-A u g u s ta

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/2

:5

:1

A

M

SF111

STRUCTURAL

FOUNDATION & SLAB PLAN

1ST FLOOR

A/E REPLACE LAUNDRY HVAC

TOGUS VA MEDICAL CENTER

402-22-755

Project Director

2023-02-27 WC DS

0506-0018

BID DOCUMENTS

FULLY SPRINKLERED

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

STRUCTURAL - FOUNDATION & SLAB PLAN - 1ST

FLOOR

PLAN NOTES:

1. S1 DENOTES EXISTING 6" STRUCTURAL SLAB.

2. * DENOTES DIMENSION TO BE COORDINATED WITH THE PURCHASED AHU.

1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING S-001 AND S-002.

2. FIRST FLOOR ELEVATION [92'-0" REF] HAS BEEN SET TO DATUM 0'-0".

ALL ELEVATIONS ARE MEASURED FROM THIS PROJECT DATUM.

3. REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS FOR

ADDITIONAL SCOPE.

4. COORDINATE STRUCTURAL WITH MECHANICAL TO ALLOW FOR

INSTALLATION OF EQUIPMENT.

5. THE ELEVATION OF BOTTOM OF PIERS SHOWN ON PLAN ARE

APPROXIMATE AND REPRESENT THE ASSUMED LEVEL OF SUITABLE

BEDROCK. EACH PIER SHALL BE FOUNDED ON SUITABLE BEDROCK

CAPABLE OF SUSTAINING SAFELY A PRESSURE OF 25,000 PSF. WHERE

SUITABLE ROCK IS FOUND TO BE AT A LOWER LEVEL THAN THAT

INDICATED ON DRAWINGS, THE PILE SHALL BE EXTENDED. IF THE

SUITABLE ROCK IS FOUND AT HIGHER LEVEL, THE PIER SHALL BE

SHORTENED AS REQUIRED. THE BOTTOM OF PILE SHALL BE 6" MINIMUM

UNDER THE TOP OF BEDROCK. SEE DETAIL 1/S-501.

GENERAL SHEET NOTES:

C

B

A

2 3 4 5 6 7 8 9 10 11

S-201

S-201

17' - 1 1/2" 14' - 3" 14' - 3" 14' - 3" 14' - 3" 14' - 3" 14' - 3" 14' - 3" 14' - 3" 17' - 1 1/2"

/2

/2

DUNNAGE OUTLINE

EXISTING W8

PURLIN (TYP)

EXISTING ROOF

TRUSS TOP

CHORD

EXISTING 1" DIA

BRACING RODS

(TYP) U.N.O.

EXIST 1 1/2" DIA

BRACING RODHP

LP

LP

S

LO

P E D

S

LO

P E D

SF421

R1

L5X5X5/16

L5X5X5/16

L5X5X5/16

L5X5X5/16

L5X5X5/16

L5X5X5/16

5 3

(TYP)

1 (TYP)

(TYP)

(TYP)

C X

.5

C X

.5

CONDENSORAHU

C X

.5

L5X5X5/16

L5X5X5/16

(TYP)

C X

.5

LANDING PLATE,

SLOPE AS REQ'D

PLATFORM STAIR,

SEE SF421

W6X12

W X

W X

W6X12 W6X12

W X

W6X12

W X

W8X10

W X

W X

W8X10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANTS

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

M-R PROJECT NO:

PLAN

NORTH

ACTUAL

NORTH

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

B

C

D

E

A

B

C

D

E

WBRC PROJ. # 10065.003

C U s e rs

\d s tu rd iv a n t\ D o c u m e n ts

\0

-0

-A u g u s ta

M E

L a u n d ry

-S -C e n tr a l- R d s tu rd iv a n t@ m ill e r-re m ic k .c o m

.r v t

/2

/2

:0

:5

A

M

SF121

STRUCTURAL

FRAMING PLAN

ROOF

A/E REPLACE LAUNDRY HVAC

TOGUS VA MEDICAL CENTER

402-22-755

Project Director

2023-02-27 WC DS

0506-0018

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"1 STRUCTURAL - FRAMING PLAN - ROOF

PLAN NOTES:

1. R1 DENOTES EXISTING 3" ROOF SLAB.

2. ROOF HIGH POINT EL = 19'-9" AFF REF.

3. ROOF TRUSS BOTTOM CHORD CLEARANCE EL = 12'-11 3/4" AFF REF.

4. ALL EXTERIOR STEEL SHALL BE GALVANIZED.

5. DENOTES MOMENT CONNECTION, SEE DETAIL 4/S-502.

SHEET KEYNOTES:

1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING S-001 AND S-002.

2. FIRST FLOOR ELEVATION [92'-0" REF] HAS BEEN SET TO DATUM 0'-0".

ALL ELEVATIONS ARE MEASURED FROM THIS PROJECT DATUM.

3. REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS FOR

ADDITIONAL SCOPE.

4. COORDINATE STRUCTURAL WITH MECHANICAL TO ALLOW FOR

INSTALLATION OF EQUIPMENT.

GENERAL SHEET NOTES:

1. PROVIDE ROOF PENETRATION FOR DUNNAGE COLUMNS.

2. PROVIDE PENETRATION REINFORCEMENT AND DUNNAGE

LATERAL RESTRAIN SYSTEM.

3. HSS COLUMN FOR HVAC DUNNAGE.

4. W10X45 BEAM AT LOWER ELEVATION, SEE 1/S-201.

5. PROVIDE REINFORCEMENT FOR ROOF HATCH AND ROOF

ACCESS LADDER SUPPORT.

6. PROVIDE ROOF REINFORCEMENT FOR EXHAUST FAN

PENETRATION, SEE 3/S-502 AND MEP DRAWINGS.

C

B

A

7 8 9 10 11

S-201

S-201

OFFICE

CLEAN LINEN

ROOM

DOCK

PIER; SEE DETAIL

1/S-501

DUNNAGE COLUMN

(TYP)

14' - 3" 14' - 3" 14' - 3" 17' - 1 1/2"

/2

/2

EXISTING 24"X24"

CONCRETE FOOTING

VIF

EXISTING GRADE BEAM

VIF

CAGED LADDER

TO ROOF;

REFER TO ARCH DWGS

S1

2' - 0" 26' - 6" 2' - 0"

2' - 6"

S-501

P1P1

P1 P1

[-15'-0"][-14'-0"]

[-14'-0"] [-15'-6"]

CUT 2'-6" DIA PENETRATION

IN EXIST SLAB AS REQ'D

FOR FOUNDATION (TYP) SEE

1/S-501

(TYP)

EXISTING 6" DIA PIPE, VIF

(TYP)

FACE OF EXIST WALL

EXISTING GRADE BEAM,

VIF (TYP)

EXISTING FTG,

VIF (TYP)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANTS

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

M-R PROJECT NO:

PLAN

NORTH

ACTUAL

NORTH

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

B

C

D

E

A

B

C

D

E

WBRC PROJ. # 10065.003

C U s e rs

\d s tu rd iv a n t\ D o c u m e n ts

\0

-0

-A u g u s ta

M E

L a u n d ry

-S -C e n tr a l- R d s tu rd iv a n t@ m ill e r-re m ic k .c o m

.r v t

/2

/2

:0

:5

A

M

SF411

STRUCTURAL

ENLARGED - FOUNDATION & SLAB

PLAN - 1ST FLOOR

A/E REPLACE LAUNDRY HVAC

TOGUS VA MEDICAL CENTER

402-22-755

Project Director

2023-02-27 WC DS

0506-0018

BID DOCUMENTS

FULLY SPRINKLERED

PLAN NOTES:

1. S1 DENOTES EXISTING 6" STRUCTURAL SLAB.

2. * DENOTES DIMENSION TO BE COORDINATED WITH THE PURCHASED AHU.

3. P1 DENOTES 24" DIA PIER, SEE PIER SCHEDULE AND DETAIL 1/S-501.

4. [#'-#"] INDICATES BOTTOM ELEVATION OF THE PIER. SEE NOTE 5.

SHEET KEYNOTES:

1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING S-001 AND S-002.

2. FIRST FLOOR ELEVATION [92'-0" REF] HAS BEEN SET TO DATUM 0'-0".

ALL ELEVATIONS ARE MEASURED FROM THIS PROJECT DATUM.

3. REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS FOR

ADDITIONAL SCOPE.

4. COORDINATE STRUCTURAL WITH MECHANICAL TO ALLOW FOR

INSTALLATION OF EQUIPMENT.

5. THE ELEVATION OF BOTTOM OF PIERS SHOWN ON PLAN ARE

APPROXIMATE AND REPRESENT THE ASSUMED LEVEL OF SUITABLE

BEDROCK. EACH PIER SHALL BE FOUNDED ON SUITABLE BEDROCK

CAPABLE OF SUSTAINING SAFELY A PRESSURE OF 25,000 PSF. WHERE

SUITABLE ROCK IS FOUND TO BE AT A LOWER LEVEL THAN THAT

INDICATED ON DRAWINGS, THE PILE SHALL BE EXTENDED. IF THE

SUITABLE ROCK IS FOUND AT HIGHER LEVEL, THE PIER SHALL BE

SHORTENED AS REQUIRED. THE BOTTOM OF PILE SHALL BE 6" MINIMUM

UNDER THE TOP OF BEDROCK. SEE DETAIL 1/S-501.

GENERAL SHEET NOTES:

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

STRUCTURAL - ENLARGED FOUNDATION & SLAB PLAN -

1ST FLOOR

1. TEMPORARY OPENING ON EXISTING FLOOR SLAB.

2. INSTALL NEW CONCRETE CAISSON.

C

B

7 8 9 10

S-201

S-201

14' - 3" 14' - 3" 14' - 3"

/2

DUNNAGE COLUMN

(TYP)

HP

S

LO

P E D

S

LO

P E D

W24X84

CANT

W24X84

W X

W X

W X

W24X84

BRACING

L4X4X5/16 (TYP)

CANT

CANT

L4X4X5/16

L4X4X5/16

4' - 10" 3' - 4" * 16' - 2 1/2" * 4' - 0" * 8' - 3 1/2" * 6' - 5"

1(TYP)

L4X4X5/16

L X

X

/1

L4 X4X

5/

L4X4X5/16 W10X26

L4X4X5/16

L X

X

/1

L4X4X5/16

L4 X4X

5/ 16 W10X26

W24X84

W X

W X

W X

W10X26

L4X4X5/16

W10X26

L4X4X5/16

W24X84

CONDENSOR UNIT;

REFER TO MECH

DWGS

AHU; REFER TO

MECH DWGS

W X

L4X4X5/16

L4X4X5/16

(TYP)

W10X26

W10X26

S E

E N

O T

E

L X

X

/1

LANDING PL,

SLOPE AS REQ'D

SEE NOTE 7

* 5' - 9"+/-

S-502

W10X26

R1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANTS

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

M-R PROJECT NO:

PLAN

NORTH

ACTUAL

NORTH

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

B

C

D

E

A

B

C

D

E

WBRC PROJ. # 10065.003

C U s e rs

\d s tu rd iv a n t\ D o c u m e n ts

\0

-0

-A u g u s ta

M E

L a u n d ry

-S -C e n tr a l- R d s tu rd iv a n t@ m ill e r-re m ic k .c o m

.r v t

/7

/2

:3

:3

P M

SF421

STRUCTURAL

ENLARGED - DUNNAGE FRAMING PLAN

ROOF

A/E REPLACE LAUNDRY HVAC

TOGUS VA MEDICAL CENTER

402-22-755

Project Director

2023-02-27 WC DS

0506-0018

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/4" = 1'-0"1 STRUCTURAL - ENLARGED DUNNAGE FRAMING PLAN

PLAN NOTES:

1. R1 DENOTES EXISTING 3"ROOF SLAB.

2. DENOTES SPAN DIRECTION OF STEEL GRATING.

3. ALL EXTERIOR STEEL SHALL BE GALVANIZED.

4. * DENOTES DIMENSION TO BE COORDINATED WITH PURCHASED MECH UNIT,

REF DETAIL 2/S-502.

5. ** DENOTES DIMENSION TO BE COORDINATED WITH UNIT SPLITS PER MFR

REQUIREMENTS, REF DETAIL 6/S-502.

6. DENOTES MOMENT CONNECTION, SEE DETAIL 4/S-502.

SHEET KEYNOTES:

1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING S-001 AND S-002.

2. FIRST FLOOR ELEVATION [92'-0" REF] HAS BEEN SET TO DATUM 0'-0".

ALL ELEVATIONS ARE MEASURED FROM THIS PROJECT DATUM.

3. REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS FOR

ADDITIONAL SCOPE.

4. COORDINATE STRUCTURAL WITH MECHANICAL TO ALLOW FOR

INSTALLATION OF EQUIPMENT.

5. MECHANICAL AND STRUCTURAL DESIGN DRAWINGS ARE BASED ON TRANE

CLIMATE CHANGER AS BASIS OF DESIGN. SHOULD THE CONSTRUCTION

CONTRACTOR ELECT TO CHOOSE ANOTHER MANUFACTURER AS BASIS OF

DESIGN, THE CONTRACTOR AND THE RTU MANUFACTURER SHALL BE

RESPONSIBLE FOR ENSURING THAT THE UNIT WILL NOT ECEED THE

ALLOCATED SPACE SHOWN ON DRAWINGS. ANY ALTERATIONS TO ANY

DISCIPLINE SCOPE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR

AT NO ADDITIONAL COST TO THE GOVERNMENT AS SPECIFIED IN

SPECIFICATION 237413; PART 2.1.A.2.

GENERAL SHEET NOTES:

1. PROVIDE STRUCTURAL STEEL DUNNAGE FOR

PURCHASED HVAC UNIT. REFER TO MEP DRAWINGS.

2. PROVIDE 1 1/4" SERRATED GRATING SERVICE

PLATFORM AND RAILING SYSTEM. SEE 7/S-502.

3. PROVIDE STAIR SYSTEM. SEE 5/S-502.

4. PROVIDE VERTICAL LADDER WITH SAFETY CHAIN. SEE

1/S-502

5. PROVIDE ROOF ACCESS VERTICAL LADDER WITH SAFETY

POST AND ROOF HATCH WITH GUARD RAIL SYSTEM.

REFER TO ARCHITECTURAL DRAWINGS.

BASEMENT

-9' - 0"

1ST FLOOR

0' - 0"

D C

ROOF - HIGH

POINT

19' - 9 1/16"

B/EXIST TRUSS

12' - 11 3/4"

T/STEEL

DUNNAGE

23' - 0"

/4

V A

R

IE

S

V

IF

CONDENSOR

BEAM

BASEMENT

H S

S X

X

/2

H S

S X

X

/2

SEE 1/SF411

FOR BOTTOM OF

PIER (TYP)

W24X84

W10X45

ROOF LOW POINT

18' - 11 5/16"

1ST FLOOR

0' - 0"

DC

ROOF - HIGH

POINT

19' - 9 1/16"

B/EXIST TRUSS

12' - 11 3/4"

T/STEEL

DUNNAGE

23' - 0"

AHU

BASEMENT

/4

V A

R

IE

S

V

IF

SEE 1/SF411

FOR BOTTOM OF

PIER (TYP)

W24X84

W10X45

ROOF LOW POINT

18' - 11 5/16"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANTS

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

M-R PROJECT NO:

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

B

C

D

E

A

B

C

D

E

WBRC PROJ. # 10065.003

C U s e rs

\d s tu rd iv a n t\ D o c u m e n ts

\0

-0

-A u g u s ta

M E

L a u n d ry

-S -C e n tr a l- R d s tu rd iv a n t@ m ill e r-re m ic k .c o m

.r v t

/2

/2

:0

:3

A

M

S-201

STRUCTURAL

ELEVATIONS

A/E REPLACE LAUNDRY HVAC

TOGUS VA MEDICAL CENTER

402-22-755

Project Director

2023-02-27 WC DS

0506-0018

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/4" = 1'-0"1 ELEVATION - ALONG COLUMN LINE 10

SCALE: 1/4" = 1'-0"2 ELEVATION - ALONG COLUMN LINE 8

1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING S-001 AND S-002.

2. FIRST FLOOR ELEVATION [92'-0" REF] HAS BEEN SET TO DATUM 0'-0".

ALL ELEVATIONS ARE MEASURED FROM THIS PROJECT DATUM.

3. REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS FOR

ADDITIONAL SCOPE.

4. COORDINATE STRUCTURAL WITH MECHANICAL TO ALLOW FOR

INSTALLATION OF EQUIPMENT.

GENERAL SHEET NOTES:

BID DOCUMENTS

FULLY SPRINKLERED

WBRC PROJ. # 10065.003

M-R PROJECT NO: 0506-0018

STRUCTURAL

SECTIONS & DETAILS

S-501

BID DOCUMENTS

FULLY SPRINKLERED

WBRC PROJ. # 10065.003

M-R PROJECT NO: 0506-0018

STRUCTURAL

SECTIONS & DETAILS

S-502

BID DOCUMENTS

FULLY SPRINKLERED

WBRC PROJ. # 10065.003

M-R PROJECT NO: 0506-0018

STRUCTURAL

SECTIONS & DETAILS

S-503

NOTE: REFER TO STRUCTURAL, MECHANICAL,

AND/OR ELECTRICAL DRAWINGS FOR

ABBREVIATIONS SPECIFIC TO EACH DISCIPLINE.

AB ANCHOR BOLT, AUGER BORING

ABI ALTERNATE BID ITEM

AC ACOUSTIC AIR CONDITIONING, ASPHALTIC CONCRETE

AD ACCESS DOOR

ADD ALT ADDITIVE ALTERNATE

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

AP ACCESS PANEL

APC ACOUSTIC PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASB ASBESTOS

ASPH ASPHALT

AUTO AUTOMATIC

AWP ACOUSTIC WALL PANEL

BDRM BEDROOM

BIT. CONC BITUMINOUS CONCRETE

BJ BAR JOIST

BLDG BUILDING

BLK BLOCK

BM BEAM, BENCHMARK

BOT BOTTOM

BRD BOARD

BRG BEARING

BS BOTTOM OF STEP

BSMT BASEMENT

BTWN BETWEEN

BW BOTTOM OF WALL

CAB CABINET

CAP CAPACITY

CC CENTER TO CENTER

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIR CIRCULATING

CJ CONSTRUCTION JOINT, CONTROL JOINT

CLG CEILING

CLO CLOSET

CLR CLEAR

CENTERLINE

CMU CONCRETE MASONRY UNITS

CMU G1 GLAZED CMU, ONE SIDE

CMU G2 GLAZED CMU, TWO SIDES

CO CLEANOUT

COL COLUMN

COMP'T COMPARTMENT

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CS/CI CONTRACTOR SUPPLIED/ CONTRACTOR INSTALLED

CS/OI CONTRACTOR SUPPLIED/OWNER INSTALLED

CSK COUNTER SUNK

CT CERAMIC TILE

CTE CONNECT TO EXISTING

CTR CENTER

CUH CABINET UNIT HEATER

Ø DIAMETER

DF DRINKING FOUNTAIN

DFD DOOR FRAME DIMENSION

DH DOUBLE HUNG

DIA DIAMETER

DIM DIMENSION

DN DOWN

DTL DETAIL

DWG DRAWING

E EAST

EA EACH

EL, ELEV ELEVATION

ELEC ELECTRIC

EMERG EMERGENCY

EPS EXTRUDED POLYSTYRENE

EQ EQUAL

EQUIP EQUIPMENT

ETC ETCETERA

EW EACH WAY

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXP JT EXPANSION JOINT

EXT EXTERIOR

FBO FURNISHED BY OTHERS

FCO FLOOR CLEAN-OUT

FD FLOOR DRAIN, FOOTING DRAIN

FE FIRE EXTINGUISHER

FF FINISH FLOOR

FFE FINISHED FLOOR ELEVATION

FG FINISH GRADE, FIBERGLASS

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FO FUEL OIL

FOF FACE OF FOUNDATION

FOR FUEL OIL RETURN

FOS FACE OF STUD, FUEL OIL SUPPLY

FOUND FOUNDATION

FP FIREPROOF

FR FRAME, FIRE RETARDANT

FRT FIRE RETARDANT TREATED

FS FLOOR SINK

FT FOOT, FEET, FINNED TUBE

FTG FOOTING

FWP FABRIC WALL PANEL

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GF/GI GOVT. FURNISHED/GOVT. INSTALLED

GF/CI GOVT. FURNISHED/CONTRACTOR INSTALLED

GI GALVANIZED IRON

GOV'T GOVERNMENT

GPM GALLONS PER MINUTE

GR GRADE

GRAN GRANULAR

GRD GROUND

GWB GYPSUM WALLBOARD

GYP GYPSUM

HGT HEIGHT

H&V HEATING AND VENTILATING

HB HOSE BIB

HC HANDICAPPED

HCWD HOLLOW CORE WOOD DOOR

HDC HANDICAPPED

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

IN INSIDE DIAMETER

INCL INCLUSIVE

INFO INFORMATION

INSUL INSULATION, INSULATED

INT INTERIOR

IWP IMPACT RESISTANT WALL PROTECTION

JAN JANITOR CLOSET

JCT JUNCTION

KV KILOVOLT

KW KILOWATT

LAB LABORATORY

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LFC LINOLEUM FLOOR COVERING

LGR LEDGER

LP LOW POINT

LR LIVING ROOM

LT LIGHT

LWC LIGHT WEIGHT CONCRETE

LVL LAMINATED VENEER LUMBER

MACH MACHINE

MANUF MANUFACTURER

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MC MEDICINE CABINET

MCB METAL CORNER BEAD

MECH MECHANICAL

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MM MILLIMETER

MO MASONRY OPENING

MR MOISTURE RESISTANT

MS METAL STRIP

MTD MOUNTED

MTL METAL

N NORTH

N.I.C. NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVER ALL

OB GL OBSCURE GLASS

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OS/CI OWNER SUPPLIED/CONTRACTOR INSTALLED

OS/OI OWNER SUPPLIED/OWNER INSTALLED

OVHD, OH OVERHEAD

P-1 PLUMBING FIXTURE TYPE

PART PARTITION

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLAST PLASTIC

PLYWD PLYWOOD

PNL PANEL

PNTD PAINTED

POL POLISHED

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, POINT, PRESSURE TREATED

PT DISP PAPER TOWEL DISPENSER

PVC POLY VINYL CHLORIDE

PVMT PAVEMENT

QT QUARRY TILE

R RADIUS, RISER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN, ROAD

RECEP RECEPTACLE

REF REFRIGERATOR

REINF REINFORCEMENT

REQ'D REQUIRED

REV REVISION

RF RESINOUS FLOOR

RL RAIN LEADER

RM ROOM

RO ROUGH OPENING

RS RESILIENT STAIR ACCESSORY

RT RUBBER TILE

S SOUTH

S DISP SOAP DISPENSER

S&V STAIN AND VARNISH

SCONC SEALED CONCRETE

SCWD SOLID CORE WOOD DOOR

SCH, SCHED SCHEDULE

SCR SUPPLY CEILING REGISTER

SECT SECTION

SF SQUARE FEET

SH SINGLE HUNG

SHT SHEET

SIM SIMILAR

SL SLOPE

SPECS SPECIFICATIONS

SQ SQUARE

SQ FT SQUARE FEET

SS SERVICE SINK, SANITARY SEWER, STAINLESS STEEL

SSURFACE SOLID SURFACE

ST STREET

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUP SUPPORT

SUSP SUSPEND

SV SHEET VINYL

SYM SYMMETRICAL

T TOP, TANGENT, THERMOMETER

TB TACK BOARD

TBA TOILET BATH ACCESSORIES

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T.O.C. TOP OF CONCRETE

T.O.M. TOP OF MASONRY

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TEL TELEPHONE

TEMP TEMPERATURE, TEMPORARY

TERM TERMINAL

THK THICK

THRU THROUGH

TLT TOILET

TP TOILET PARTITION

TPH TOILET PAPER HOLDER

TRAN TRANSOM

TS TOP OF STEP, TOP OF SILL

TV TELEVISION

TYP TYPICAL

TYPE "X" UL APPROVED GWB

U&D UP AND DOWN

UC UNDERCUT

UNO UNLESS NOTED OTHERWISE

UV UNIT VENTILATOR

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

W WEST

WAIN WAINSCOT

WB RESILIENT WALL BASE

WC WALL COVERING

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WIDTH, WINDOW DIMENSION, WOOD

WGL WIRE GLASS

WP WATERPROOF, WEATHERPROOF

WS WEATHERSTRIPPING

WT WEIGHT

WW WELDED WIRE FABRIC

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

4' 8'0 16'

B3

D

C

B

A

SHEET NUMBER DETAIL

IS DRAWN ON

ROOM NAME

ROOM NUMBER

BREAK LINE

GRAPHIC SCALE

REVISION NUMBER

REVISION CLOUD

ELEVATION MARKER - SECTION

ELEVATION MARKER - PLAN

DOOR

NUMBER

REFERENCE

WINDOW TYPE REFERENCE

WALL TYPE REFERENCE

COLUMN GRID REFERENCE

SHEET NUMBER ELEVATION

IS DRAWN ON

INTERIOR ELEVATION

REFERENCE

BUILDING / WALL

SECTION

NUMBER

SHEET NUMBER BUILDING /

WALL SECTION IS DRAWN

ON

BUILDING ELEVATION

NUMBER

SHEET NUMBER

ELEVATION IS DRAWN ON

MATCH LINE

4 HOUR RATED PARTITION

3 HOUR RATED PARTITION

2 HOUR RATED PARTITION

1 HOUR RATED PARTITION

DETAIL NUMBER

SYMBOLS

LINETYPES

SMOKE BARRIER

STEEL & OTHER METAL PATTERN

CONCRETE BLOCK PATTERN

STONE CUT PATTERN

TERRA COTTA

CARPET AND PAD PATTERN

TILE, ACOUSTICAL

CEILING PATTERN

WOOD FLOORING PATTERN

BRICK PATTERN, GLAZED

SAND CLAY GRAVEL PATTERN

BRICK PATTERN

EROSION AND

SEDIMENTATION

CONTROL,

FILTRATION BED PATTERN

EARTHWORK GRAVEL

PATTERN, POROUS

FILL

EARTHWORK ROCK PATTERN

EARTHWORK PATTERN,

COMPACTED FILL

PATTERN

RIPRAP PATTERN

SAND PATTERN

GLASS ELEVATION PATTERN

GYPSUM BOARD FINISH PATTERN

SEALANT AND BACKER ROD

INSULATION,

RIGID

BOARD PATTERN

INSULATION,

LOOSE

FILL PATTERN

WOOD FINISH PATTERN

PARTICLE BOARD PATTERN

ORIENTED STRAND BOARD PATTERN

WOOD, GLUED-LAMINATED PATTERN

WOOD FRAMING,

CONTINUOUS

PATTERN

WOOD BLOCKING OR SHIM PATTERN

HATCH PATTERNS

EARTH, UNDISTURBED PATTERN

EARTH, CRUSHED

ROCK

GRAVEL PATTERN

EARTH, CRUSHED

ROCK

GRAVEL PATTERN

PLYWOOD PATTERN

10'-0"

Room name

B

M2

A101

SIM

CONCRETE POURED IN

PLACE, PRECAST

ALUMINUM PATTERN

ASPHALT SHINGLE PATTERN

1/2 HOUR RATED PARTITION

KEYNOTE TAG

A101

1 1

A1

AE101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANTS

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

M-R PROJECT NO:

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

B

C

D

E

A

B

C

D

E

WBRC PROJ. # 10065.003

A u to d e s k D o c s /1

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A000

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONS

A/E REPLACE LAUNDRY HVAC

TOGUS VA MEDICAL CENTER

402-22-755

PROJECT DIRECTOR

2023-02-27 JRB AMC

0506-0018

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 12" = 1'-0"

ARCHITECTURAL ABBREVIATIONS

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

ARCHITECTURAL SYMBOLS

2/23/2023

ANNULAR FIRESTOPPING

THICKNESS REQUIREMENTS

TO COMPLY WITH

ANSI/UL263-DESIGN No.

CAJ7026 OR APPROVED

EQUIVALENT

ASSEMBLY VARIES SEE

ARCHITECTURAL PLANS &

DETAILS

METALLIC PIPE 8"

DIA OR LARGER

FIRESEAL ON FIRESAFING

SYSTEMS SEE SPECS

FLOOR PENETRATION FIRESTOP

1HR/2HR FIRE - RATED

ANSI\UL #263 DESIGN FC7026

FP- 2

STEEL PIPE SLEEVE

STEEL SLEEVE 20 GA MIN

METALLIC PIPE 8" DIA

OR LARGER

ANNULAR FIRESTOPPING

THICKNESS REQUIREMENTS

TO COMPLY WITH

ANSI/UL263-DESIGN No.

CAJ8053 OR APPROVED

EQUIVALENT

ASSEMBLY VARIES SEE

ARCHITECTURAL PLANS &

DETAILS

METALLIC PIPE 6"

DIA OR SMALLER

FIRESEAL ON FIRESAFING SYSTEM

FLOOR PENETRATION FIRESTOP

1HR/2HR FIRE - RATED

ANSI\UL #263 DESIGN FC8053

FP- 3

METALLIC PIPE 6" DIA

OR SMALLER

ELECTRICAL CONDUIT /

CABLE (SINGLE OR BUNDLE

UP TO 4" DIA)

ASSEMBLY VARIES SEE

ARCHITECTURAL PLANS &

DETAILS

ANNULAR FIRESTOPPING

THICKNESS REQUIREMENTS

TO COMPLY WITH

ANSI/UL263 DESIGN No.

CAJ3043 OR APPROVED

EQUIVALENT

FLOOR PENETRATION FIRESTOP

1HR / 2HR FIRE - RATED

ANSI\UL #263 DESIGN CAJ3043

FP- 5

NOTE:

ANNULUS RANGING

FROM POINT

CONTACT TO 2"

MAXIMUM

ANNULAR FIRESTOPPING

THICKNESS REQUIREMENTS

TO COMPLY WITH

ANSI/UL263-DESIGN No.

FC7009 OR APPROVED

EQUIVALENT

STEEL FLANGES

DUCTWORK

ASSEMBLY VARIES SEE

ARCHITECTURAL PLANS &

DETAILS

FIRESEAL ON

FIRESAFING SYSTEM

WALL PENETRATION FIRESTOP

1HR / 2HR FIRE - RATED (FD N-REQD)

ANSI\UL #263 WL7009

WP- 1

DUCTWORK

ANNULAR

FIRESTOPPING

THICKNESS

REQUIREMENTS TO

COMPLY WITH

ANSI/UL263-DESIGN No.

CAJ7026 OR APPROVED

EQUIVALENT

ASSEMBLY VARIES

SEE ARCHITECTURAL

PLANS & DETAILS

METALLIC PIPE 8" DIA

OR LARGER

FIRESEAL ON FIRESAFING

SYSTEMS SEE SPECS

WALL PENETRATION FIRESTOP

1HR / 2HR FIRE - RATED

ANSI\UL #263 DESIGN WL1029

WP- 2

STEEL PIPE SLEEVE

20 GA MIN

STEEL SLEEVE

20 GA MIN

METALLIC PIPE 8" DIA

OR LARGER

ELECTRICAL CONDUIT /

CABLE (SINGLE OR BUNDLE

UP TO 4 1/2" DIA)

ASSEMBLY VARIES SEE

ARCHITECTURAL PLANS &

DETAILS

ANNULAR FIRESTOPPING

THICKNESS REQUIREMENTS

TO COMPLY WITH

ANSI/UL263 DESIGN No.

WL3076 OR APPROVED

EQUIVALENT

WALL PENETRATION FIRESTOP

1HR / 2HR FIRE - RATED

ANSI\UL #263 DESIGN WL3076

WP- 5

NOTE:

ANNULUS RANGING

FROM POINT

CONTACT TO 2"

MAXIMUM

ANNULAR FIRESTOPPING

THICKNESS

REQUIREMENTS TO

COMPLY WITH ANSI/UL263-

DESIGN No. WL1049 OR

APPROVED EQUIVALENT

ASSEMBLY VARIES SEE

ARCHITECTURAL PLANS &

DETAILS

METALLIC PIPE 6"

DIA OR SMALLER

FIRESEAL ON

FIRESAFING SYSTEMS

SEE SPECS

WALL PENETRATION FIRESTOP

1HR / 2HR FIRE - RATED

ANSI\UL #263 DESIGN WL1049

WP- 3

METALLIC PIPE 6" DIA

OR SMALLER

FIRE DAMPER

NFPA 101/90A METHOD C2/G

ANNULAR FIRESTOPPING

THICKNESS REQUIREMENTS

TO COMPLY WITH

ANSI/UL263-DESIGN No.

FC7002 OR APPROVED

EQUIVALENT

ASSEMBLY VARIES SEE

ARCHITECTURAL PLANS &

DETAILS

DUCTWORK

FIRESEAL ON FIRESAFING

SYSTEMS SEE SPECS

DUCTWORK

FLOOR PENETRATION FIRESTOP

1HR / 2HR FIRE - RATED (FD N-REQD)

ANSI\UL #263 FC7002

FP- 7

REINFORCED

CONCRETE FLOOR

FIRESAFING INSUL

UL 1479/ASTM E814

FIRESTOP SEALANT

UL 723/ASTM E119

STEEL DECK RIB

GYPSUM

WALLBOARD

PARTITION TOP ASSEMBLY

1HR / 2HR FIRE - RATED

ANSI\UL #263 DESIGN HWS001

PT-1

WALL PARTITION TYPE

VARIES - SEE PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANTS

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

M-R PROJECT NO:

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

B

C

D

E

A

B

C

D

E

WBRC PROJ. # 10065.003

A u to d e s k D o c s /1

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A001

FIRESTOP DETAILS A/E REPLACE LAUNDRY HVAC

TOGUS VA MEDICAL CENTER

402-22-755

PROJECT DIRECTOR

2023-02-27 JRB AMC

0506-0018

BID DOCUMENTS

FULLY SPRINKLERED

UP

GENERAL REMOVAL NOTES:

1. LAUNDRY BUILDING MUST REMAIN

OPERATIONAL AT ALL TIMES DURING CONSTRUCTION.

2. GENERAL CONTRACTOR (GC) SHALL FIELD

VERIFY & REPORT EXISTING CONDITIONS AND

DIMENSIONS PRIOR TO REMOVALS. IF DISCREPANCIES

ARE FOUND. GC TO NOTIFY ARCHITECT FOR

CLARIFICATION BEFORE COMMENCING WITH THE

WORK.

3. GC AND SUBCONTRACTORS (SC) FOR EACH

TRADE ARE ADVISED THAT INFORMATION PERTINENT

TO THEIR WORK MAY BE INDICATED OR DESCRIBED IN

OTHER PORTIONS OF THE CONTRACT DOCUMENTS.

4. REFER TO SPECIFIC DRAWINGS FOR PLUMBING,

HVAC AND ELECTRICAL REMOVALS WORK.

5. GC AND SC ARE RESPONSIBLE FOR PROVIDING

ALL REMOVALS AND PATCHING REQUIRED TO

COMPLETE THEIR WORK IN ACCORDANCE WITH THE

DESIGN INTENT.

6. THESE REMOVALS DRAWINGS HAVE BEEN

PREPARED BASED UPON EXISTING CONSTRUCTION

DOCUMENT DRAWINGS AND FIELD OBSERVATIONS.

THE EXACT LOCATION OF THE BUILDING STRUCTURAL

ELEMENTS (COLUMNS, BEAMS, LOAD BEARING WALLS,

ETC.) MAY BE DIFFERENT IN THE FIELD THAN WHAT IS

INDICATED OR ASSUMED ON THESE DRAWINGS. GC

SHALL FIELD VERIFY THE LOCATION OF ALL BUILDING

STRUCTURAL ELEMENTS. ALL BUILDING STRUCTURAL

ELEMENTS SHALL REMAIN UNLESS INDICATED TO BE

REMOVED ON THE STRUCTURAL DRAWINGS. ANY

BUILDING STRUCTURAL ELEMENT INDICATED AS BEING

REMOVED ON THIS DRAWING SHALL BE CONFIRMED

WITH THE ARCHITECT PRIOR TO COMMENCING

REMOVALS

7. PROVIDE NEW LINTELS AT NEW OPENINGS IN

EXISTING WALLS. SEE STRUCTURAL DRAWINGS FOR

INFORMATION ON LINTELS. IF NEW LINTEL IS NOT

INDICATED, NOTIFY ARCHITECT FOR DIRECTION PRIOR

TO PROCEEDING.

8. GC SHALL PROTECT, REPLACE OR REPAIR ANY

EXISTING CONSTRUCTION SCHEDULED TO REMAIN

WHICH IS DAMAGED DURING REMOVALS

9. GC SHALL PROVIDE REQUIRED SHORING OR

TEMPORARY BRACING DURING REMOVALS

10. REMOVE EXISTING CEILINGS AND SUPPORTS

WHERE NEW CEILINGS ARE SCHEDULED IN THE ROOM

FINISH SCHEDULE.

11. REMOVE PARTITIONS, SHELVING, CABINETRY

AND ALL MISCELLANEOUS ITEMS SHOWN WITH

DASHED LINES.

12. PATCH ALL FLOORS, WALLS, BASE AND

CEILINGS WHERE PARTITIONS OR MISCELLANEOUS

ITEMS ARE REMOVED.

13. REMOVE DOORS, FRAMES AND SIDELIGHTS

SHOWN WITH DASHED LINES, UNLESS OTHERWISE

NOTED.

14. REMOVE TOILET PARTITIONS AND GRAB BARS

SHOWN WITH DASHED LINES. REPAIR EXISTING

CONSTRUCTION SCHEDULED TO REMAIN.

15. REMOVE EXISTING FLOORING WERE NEW

FLOORING IS SCHEDULED IN THE ROOM FINISH

SCHEDULE. PREPARE EXISTING FLOOR SURFACES TO

RECEIVE NEW FLOORING.

16. CONTRACTOR SHALL VERIFY WITH THE OWNER

THOSE REMOVED ITEMS TO BE TURNED OVER TO THE

OWNER.

D

C

B

A

2 3 4 5 6 7 8 9 10 11

DIRTY LAUNDRY

DOCK

MAINTENANCE

LOUNGE

MEN

WOMEN

LAUNDRY

OFFICE

DOCK

104R5

R1

R1

R1

R6

R6

R6

R4

R4 R4

R4

R3

R2

R7

EXISTING WALL TO BE

REMOVED

EXISTING WALL TO REMAIN

WALL LEGEND:

NEW PARTITION

(SEE WALL TYPES FOR

ADDITIONAL INFO)

TEMPORARY PARTITION

TEMPORARY PARTITION SHALL RESIST THE PASSAGE OF

SMOKE PER NFPA 241.

1-HR PATITION IS REQUIRED IF FIRE SUPPRESSION

SYSTEM IS DISABLED.

LOCATION OF TEMPORARY PARTITIONS ARE GENERAL IN

NATURE. GC TO LOCATE ALL TEMPORARY PARTITIONS

AND DOORS AS REQUIRED TO PROTECT THE AREA

UNDER CONSTRUCTION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANTS

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

M-R PROJECT NO:

PLAN

NORTH

ACTUAL

NORTH

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

B

C

D

E

A

B

C

D

E

WBRC PROJ. # 10065.003

A u to d e s k D o c s /1

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AD101

ARCHITECTURAL REMOVALS PLAN

FIRST FLOOR

A/E REPLACE LAUNDRY HVAC

TOGUS VA MEDICAL CENTER

402-22-755

PROJECT DIRECTOR

2023-02-27 JRB AMC

0506-0018

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"1 FIRST FLOOR REMOVALS

R1 REMOVE AND DISPOSE OF EXISTING DOOR AND FRAME

SYSTEM - PREP EXISTING OPENING TO RECIEVE NEW

DOOR AND FRAME.

R2 PREPARE EXISTING FLOOR AS REQUIRED TO RECIEVE

NEW FLOOR FINISHES - COORDINATE EXTENTS WITH

NEW FINISHES.

R3 DASHED LINE DENOTED APPROXIMATE EXTENT OF

EXISTING CEILING AND GRID TO BE REMOVED -

COORDINATE EXTENTS OF REMOVAL WITH NEW CLEAN

LINEN ROOM FOOTPRINT.

R4 HATCHED AREAS DENOTE APPROXIMATE LOCATIONS

OF FLOOR DEMOLITION REQUIRED TO INSTALL

STRUCTURAL STEEL DUNNAGE - COORDINATE WITH

STRUCTURAL DRAWINGS.

R5 REMOVE AND DISPOSE OF EXISTING OVERHEAD DOOR -

PREPARE OPENING TO RECIEVE NEW OVERHEAD

DOOR.

R6 REMOVE AND DISPOSE OF EXISTING DOOR HARDWARE -

PREPARE TO RECIEVE NEW HARDWARE AS

SCHEDULED.

R7 APPROXIMATE LOCATION OF TEMPORARY PARTITION

TO BE INSTALLED FOR CONSTRUCTION OF THE CLEAN

LINEN ROOM. GC TO COORDINATE WITH VA FOR

TEMPORARY INFECTION CONTROL REQUIREMENTS &

METHODS FOR ALL MEP/FP WORK (INCLUDING ABOVE

CEILING) TO OCCUR OUTSIDE THE AREA PROTECTED BY

THE CONSTRUCTION BARRIER.

C

B

A

2 3 4 5 6 7 8 9 10 11

SERVICE

PIPE BASEMENT

STORAGE

R6

F8

F10 F10

F10F10

EXISTING WALL TO BE

REMOVED

EXISTING WALL TO REMAIN

WALL LEGEND:

NEW PARTITION

(SEE WALL TYPES FOR

ADDITIONAL INFO)

TEMPORARY PARTITION

TEMPORARY PARTITION SHALL RESIST THE PASSAGE OF

SMOKE PER NFPA 241.

1-HR PATITION IS REQUIRED IF FIRE SUPPRESSION

SYSTEM IS DISABLED.

LOCATION OF TEMPORARY PARTITIONS ARE GENERAL IN

NATURE. GC TO LOCATE ALL TEMPORARY PARTITIONS

AND DOORS AS REQUIRED TO PROTECT THE AREA

UNDER CONSTRUCTION.

GENERAL NOTES:

1. LAUNDRY BUILDING MUST REMAIN OPERATIONAL AT

ALL TIMES DURING CONSTRUCTION.

2. ALL WALL PARTITION TYPES ARE M2 UNLESS NOTED

OTHERWISE. SEE SHEET AE301 FOR PARTITION TYPES.

3. REFER TO A000 SHEET FOR ALL ARCHITECTURAL

ABBREVIATIONS AND SYMBOLS.

4. REFER TO ALL DRAWINGS INCLUDING

ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING,

AND ELECTRICAL DRAWINGS FOR ADDITIONAL GENERAL

NOTES, ABBREVIATIONS, AND SYMBOLS

5. VERIFY ALL EQUIPMENT OPENINGS &

RECOMMENDATIONS. LOCATION AND SIZES SHOWN ARE

FOR INTENT PURPOSES ONLY. ADJUST ROUGH OPENINGS

AND LOCATIONS AS REQUIRED PER ACTUAL EQUIPMENT.

6. DOOR JAMBS ARE 4" FROM NEAREST ADJACENT

INTERSECTING PARTITION UNLESS NOTED OTHERWISE. SEE

DOOR DETAILS FOR FURTHER INFORMATION

7. G.C. TO PROVIDE & INSTALL ALL IN-WALL OR IN-

CEILING BLOCKING / BRACING AS REQUIRED FOR ALL

MILLWORK ITEMS, EQUIPMENT, SHELVING, AND

ACCESSORIES WHETHER ITEMS ARE BY G.C. OR OTHERS

COORDINATE WITH OWNER

8. G.C. SHALL BE RESPONSIBLE FOR LAYING OUT THE

SPACE PRIOR TO COMMENCING WORK AND SHALL NOTIFY

THE ARCHITECT AND OWNER OF ANY DISCREPANCIES.

9. REFER TO SHEET AE601 FOR DOOR SCHEDULE AND

FRAMING TYPES.

10. REFER TO SHEET AE602 WINDOW TYPES AND FRAME

ELEVATIONS

11. ALL EXTERIOR DIMENSIONS ARE TO FACE STUD AND

/ OR FACE OF FOUNDATION AND MASONARY UNLESS

SPECIFICALLY NOTED OTHERWISE.

12. ALL INTERIOR DIMENSIONS SHOWN ARE TO FACE OF

FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE

13. ALL DRAWINGS ARE OF EQUAL IMPORTANCE IN

DEFINING THE WORK OF THE CONTRACT DOCUMENTS.

CONTRACTORS SHALL REVIEW ALL DRAWINGS BEFORE THE

INSTALLATION OF THEIR WORK. SHOULD THERE BE A

DISCREPANCY WITHIN AND BETWEEN THE DRAWINGS THAT

WOULD CAUSE AN AWKWARD OR IMPROPER INSTALLATION

NOTIFY ARCHITECT FOR CLARIFICATION PRIOR TO

INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN

CONFLICT WITH THE ARCHITECTURAL DRAWINGS, SHALL BE

CORRECTED BY CONTRACTOR AT THEIR EXPENSE AND AT

NO ADDITIONAL COST TO THE OWNER OR ARCHITECT.

14. DO NOT SCALE DRAWINGS, THE DRAWINGS ARE NOT

NECESSARILY TO SCALE - USE GIVEN DIMENSIONS.

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND

DIMENSIONS AT THE JOB SITE PRIOR TO THE START OF

CONSTRUCTION. IF DISCREPANCIES ARE FOUND, NOTIFY

ARCHITECT FOR CLARIFICATION BEFORE COMMENCING THE

WORK.

15. PLAN ELEMENTS NOTED AS PROVIDED BY OWNER

ARE SHOWN FOR COORDINATION ONLY.

16. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER

TO THOSE SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS,

OR DESIGN INTENT CANNOT BE DETERMINED CONSULT

ARCHITECT BEFORE PROCEEDING WITH THE WORK.

17. FINISH FLOOR ELEVATIONS ARE TO TOP OF

CONCRETE, UNLESS OTHERWISE NOTED.

18. INSTALL ALL RECESSED CABINETS, PANELS, BOXES

LOCATED IN FIRE-RATED PARTITIONS TO MAINTAIN THE

FIRE-RATED CONSTRUCTION

19. REFER TO MECHANICAL AND ELECTRICAL

CONTRACTORS DRAWINGS AND MANUFACTURES TEMPLATE

DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL

EQUIPMENT SUPPORTS, BOLT SETTING TEMPLATES,

ISOLATIONS, SPRING ISOLATION, ETC. NOT SHOWN ON THE

DRAWINGS

20. OWNER FURNISHED ITEMS THE G.C. SHALL

COORDINATE AND PROVIDE ELECTRICAL, PLUMBING, AND

MECHANICAL CONNECTIONS FOR ALL EQUIPMENT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANTS

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

M-R PROJECT NO:

PLAN

NORTH

ACTUAL

NORTH

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

B

C

D

E

A

B

C

D

E

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AE100

ARCHITECTURAL BASEMENT PLAN A/E REPLACE LAUNDRY HVAC

TOGUS VA MEDICAL CENTER

402-22-755

PROJECT DIRECTOR

2023-02-27 JRB AMC

0506-0018

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"1 BASEMENT PLAN

F8 PROVIDE SAFETY AND SECURITY FILM AT EXISTING 1/2

LITE DOOR GLAZING (BASIS OF DESIGN: 3M BRAND S140

FILM).

F10 NEW STRUCTURAL FOOTINGS FOR ROOFTOP DUNNAGE

- SEE STRUCTURAL DRAWINGS.

R6 REMOVE AND DISPOSE OF EXISTING DOOR HARDWARE -

PREPARE TO RECIEVE NEW HARDWARE AS

SCHEDULED.

C

B

A

2 3 4 5 6 7 8 9 10 11

28' - 6" 17' - 3"

LAUNDRY

OFFICE

106LOUNGE

WOMEN

MEN

DIRTY LAUNDRY

MAINTENANCE

DOCK

553 SF

CLEAN LINEN

ROOM

DOCK

105A

B

C

12' - 6"

C

LR

6' -7

/2

M8s M8s

M6s

A

102B

102A

100A

C

100B

104A1 B

8' - 6"

AE201

AE201

AE201

108 107

103B

F7

F7

F1

F2

F6F4F4

F3 F3

EXISTING EXTERIOR WINDOW MODIFICATIONS:

ALL EXISTING DOUBLE HUNG WINDOWS TO BE CLOSED AND

SECURED SHUT WITH SCREWS. OPERABLE WINDOWS PRESENT

AN ISSUE FOR SECURITY AND THE NEW HVAC SYSTEM.

CHEM STOR

101A

101A

F11

AE201 7

S im

F5

EXISTING WALL TO BE

REMOVED

EXISTING WALL TO REMAIN

WALL LEGEND:

NEW PARTITION

(SEE WALL TYPES FOR

ADDITIONAL INFO)

TEMPORARY PARTITION

TEMPORARY PARTITION SHALL RESIST THE PASSAGE OF

SMOKE PER NFPA 241.

1-HR PATITION IS REQUIRED IF FIRE SUPPRESSION

SYSTEM IS DISABLED.

LOCATION OF TEMPORARY PARTITIONS ARE GENERAL IN

NATURE. GC TO LOCATE ALL TEMPORARY PARTITIONS

AND DOORS AS REQUIRED TO PROTECT THE AREA

UNDER CONSTRUCTION.

GENERAL NOTES:

1. LAUNDRY BUILDING MUST REMAIN OPERATIONAL AT

ALL TIMES DURING CONSTRUCTION.

2. ALL WALL PARTITION TYPES ARE M2 UNLESS NOTED

OTHERWISE. SEE SHEET AE301 FOR PARTITION TYPES.

3. REFER TO A000 SHEET FOR ALL ARCHITECTURAL

ABBREVIATIONS AND SYMBOLS.

4. REFER TO ALL DRAWINGS INCLUDING

ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING,

AND ELECTRICAL DRAWINGS FOR ADDITIONAL GENERAL

NOTES, ABBREVIATIONS, AND SYMBOLS

5. VERIFY ALL EQUIPMENT OPENINGS &

RECOMMENDATIONS. LOCATION AND SIZES SHOWN ARE

FOR INTENT PURPOSES ONLY. ADJUST ROUGH OPENINGS

AND LOCATIONS AS REQUIRED PER ACTUAL EQUIPMENT.

6. DOOR JAMBS ARE 4" FROM NEAREST ADJACENT

INTERSECTING PARTITION UNLESS NOTED OTHERWISE. SEE

DOOR DETAILS FOR FURTHER INFORMATION

7. G.C. TO PROVIDE & INSTALL ALL IN-WALL OR IN-

CEILING BLOCKING / BRACING AS REQUIRED FOR ALL

MILLWORK ITEMS, EQUIPMENT, SHELVING, AND

ACCESSORIES WHETHER ITEMS ARE BY G.C. OR OTHERS

COORDINATE WITH OWNER

8. G.C. SHALL BE RESPONSIBLE FOR LAYING OUT THE

SPACE PRIOR TO COMMENCING WORK AND SHALL NOTIFY

THE ARCHITECT AND OWNER OF ANY DISCREPANCIES.

9. REFER TO SHEET AE601 FOR DOOR SCHEDULE AND

FRAMING TYPES.

10. REFER TO SHEET AE602 WINDOW TYPES AND FRAME

ELEVATIONS

11. ALL EXTERIOR DIMENSIONS ARE TO FACE STUD AND

/ OR FACE OF FOUNDATION AND MASONARY UNLESS

SPECIFICALLY NOTED OTHERWISE.

12. ALL INTERIOR DIMENSIONS SHOWN ARE TO FACE OF

FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE

13. ALL DRAWINGS ARE OF EQUAL IMPORTANCE IN

DEFINING THE WORK OF THE CONTRACT DOCUMENTS.

CONTRACTORS SHALL REVIEW ALL DRAWINGS BEFORE THE

INSTALLATION OF THEIR WORK. SHOULD THERE BE A

DISCREPANCY WITHIN AND BETWEEN THE DRAWINGS THAT

WOULD CAUSE AN AWKWARD OR IMPROPER INSTALLATION

NOTIFY ARCHITECT FOR CLARIFICATION PRIOR TO

INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN

CONFLICT WITH THE ARCHITECTURAL DRAWINGS, SHALL BE

CORRECTED BY CONTRACTOR AT THEIR EXPENSE AND AT

NO ADDITIONAL COST TO THE OWNER OR ARCHITECT.

14. DO NOT SCALE DRAWINGS, THE DRAWINGS ARE NOT

NECESSARILY TO SCALE - USE GIVEN DIMENSIONS.

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND

DIMENSIONS AT THE JOB SITE PRIOR TO THE START OF

CONSTRUCTION. IF DISCREPANCIES ARE FOUND, NOTIFY

ARCHITECT FOR CLARIFICATION BEFORE COMMENCING THE

WORK.

15. PLAN ELEMENTS NOTED AS PROVIDED BY OWNER

ARE SHOWN FOR COORDINATION ONLY.

16. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER

TO THOSE SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS,

OR DESIGN INTENT CANNOT BE DETERMINED CONSULT

ARCHITECT BEFORE PROCEEDING WITH THE WORK.

17. FINISH FLOOR ELEVATIONS ARE TO TOP OF

CONCRETE, UNLESS OTHERWISE NOTED.

18. INSTALL ALL RECESSED CABINETS, PANELS, BOXES

LOCATED IN FIRE-RATED PARTITIONS TO MAINTAIN THE

FIRE-RATED CONSTRUCTION

19. REFER TO MECHANICAL AND ELECTRICAL

CONTRACTORS DRAWINGS AND MANUFACTURES TEMPLATE

DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL

EQUIPMENT SUPPORTS, BOLT SETTING TEMPLATES,

ISOLATIONS, SPRING ISOLATION, ETC. NOT SHOWN ON THE

DRAWINGS

20. OWNER FURNISHED ITEMS THE G.C. SHALL

COORDINATE AND PROVIDE ELECTRICAL, PLUMBING, AND

MECHANICAL CONNECTIONS FOR ALL EQUIPMENT.

FINISH MATERIAL SCHEDULE:

DESIGNATION: MATERIAL: MANUFACTURER: STYLE: COLOR / SIZE: COMMENTS:

RB-1 RESELIENT WALL BASE TARKETT 4" COVE BASE 48 GRAY

FRP FIBER-REINFORCED PLASTIC CRANE COMPOSITES GLASSBOARD 85 SMOOTH WHITE FRP PANELS SHOULD BE SIZED TO MINIMIZE THE

NUBER OF VERTICAL SEAMS ON THE WALLS.

APC ACOUSTIC PANEL CEILING ARMSTRONG ULTIMA 24x48 SQUARE LAY-IN

P-1 PAINT SHERWIN WILLIAMS SW 7009 WHITE BIRCH TYPICAL WALL PAINT

P-2 PAINT SHERWIN WILLIAMS SW 7007 CEILING BRIGHT WHITE GYPSUM SOFFITS & CEILINGS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANTS

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

M-R PROJECT NO:

PLAN

NORTH

ACTUAL

NORTH

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

B

C

D

E

A

B

C

D

E

WBRC PROJ. # 10065.003

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AE101

ARCHITECTURAL FIRST FLOOR PLAN &

FINISH SCHEDULE

A/E REPLACE LAUNDRY HVAC

TOGUS VA MEDICAL CENTER

402-22-755

PROJECT DIRECTOR

2023-02-27 JRB AMC

0506-0018

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"1 ARCHITECTURAL FIRST FLOOR PLAN

F1 NEW ROOF ACCESS LADDER - PROVIDE BLOCKING IN

NEW WALL AS REQUIRED TO INSTALL NEW LADDER.

F2 NEW WIRE MESH PARTITIONS TO SECURE NEW

ELECTRICAL / IT EQUIPMENT - SEE ELEVATIONS FOR

ADDITIONAL INFORMATION.

F3 PROVIDE SAFETY AND SECURITY FILM AT EXISTING

WINDOWS IN NEW CLEAN LINEN ROOM (BASIS OF

DESIGN: 3M BRAND S140 FILM).

F4 DIMENSIONS ARE APPROXIMATE - ALIGN WALLS WITH

NEW STRUCUTRAL STEEL DUNNAGE.

F5 PATCH & REPAIR EXISTING FLOOR SLAB AT NEW

STRUCUTRAL PIERS, TYP AT (4) COLUMN LOCATIONS.

F6 EXISTING DOOR SYSTEM TO REMAIN - PROVIDE NEW

DOOR HARDWARE AS SCHEDULED.

F7 OWNER PROVIDED STORAGE SHELVING SHOWN FOR

COORDINATION.

F11 APPROXIMATE LOCATION OF TEMPORARY PARTITION

TO BE INSTALLED FOR CONSTRUCTION OF THE CLEAN

LINEN ROOM. GC TO COORDINATE WITH VA FOR

TEMPORARY INFECTION CONTROL REQUIREMENTS &

METHODS FOR MEP/FP WORK (INCLUDING ABOVE

CEILING) TO OCCUR OUTSIDE THE AREA PROTECTED BY

THE CONSTRUCTION BARRIER.

ROOM FINISH SCHEDULE

NUMBER NAME

FLOOR BASE

FINISH

WALLS MILLWORK CEILING

FINISH COMMENTSFIELD NORTH EAST SOUTH WEST CABINET COUNTERTOP OTHER

100 LAUNDRY ETR ETR ETR ETR ETR ETR APC PROVIDE RB, FRP & P-1 AT OUTSIDE FACE OF ALL NEW CLEAN LINEN ROOM WALLS - REMOVE AND REINSTALL EXISTING

CEILING AS NEEDED TO PERFORM MEP WORK

101 DIRTY LAUNDRY ETR ETR ETR ETR ETR ETR ETR

101A CHEM STOR ETR ETR ETR ETR ETR ETR ETR

102 MAINTENANCE ETR ETR ETR ETR ETR ETR ETR REMOVE AND REINSTALL EXISTING CEILING AS NEEDED TO PERFORM MEP WORK

103 DOCK ETR ETR ETR ETR ETR ETR ETR REMOVE AND REINSTALL EXISTING CEILING AS NEEDED TO PERFORM MEP WORK

104 DOCK ETR ETR ETR ETR ETR ETR ETR REMOVE AND REINSTALL EXISTING CEILING AS NEEDED TO PERFORM MEP WORK

105 CLEAN LINEN ROOM ETR RB FRP / P-1 FRP / P-1 P-1 FRP / P-1 APC

106 OFFICE ETR ETR ETR ETR ETR ETR ETR REMOVE AND REINSTALL EXISTING CEILING AS NEEDED TO PERFORM MEP WORK

107 LOUNGE ETR ETR ETR ETR ETR ETR ETR REMOVE AND REINSTALL EXISTING CEILING AS NEEDED TO PERFORM MEP WORK

108 WOMEN ETR ETR ETR ETR ETR ETR ETR REMOVE AND REINSTALL EXISTING CEILING AS NEEDED TO PERFORM MEP WORK

109 MEN ETR ETR ETR ETR ETR ETR ETR REMOVE AND REINSTALL EXISTING CEILING AS NEEDED TO PERFORM MEP WORK

C

B

A

2 3 4 5 6 7 8 9 10 11

AE301

4' - 3"

NEW ROOF ACCESS HATCH -

COORDINATE FINAL LOCATION

WITH NEW LADDER BELOW

E X

IS

T

IN

G

R O

O F

S L O

P E

E X

IS

T

IN

G

R O

O F

S L O

P E

NEW EXHAUST FAN - SEE

MECHANICAL DRAWINGS

NEW STEEL DUNNAGE SUPPORT

& ACCESS STAIR - SEE

STRUCTURAL DRAWINGS

NEW CONDENSING UNIT - SEE

MECHANICAL DRAWINGS

NEW AIR HANDLER - SEE

MECHANICAL DRAWINGS

EXISTING ROOF WAS REPLACED IN 2020. ALL PATCH & REPAIR

REQUIRED FOR WORK IN THIS PROJECT IS TO BE DONE IN

COMPLIANCE WITH MANUFACTURERS (JOHNS MANVILLE)

WARRANTY.

AE102

AE102

PROVIDE NEW ROOF

WALKWAY PADS - WALKWAY

PADS TO BE COMPATIBLE WITH

ROOFING MANUFACTURER

ROOF TIE OFF - LOCATIONS AND

QUANTITIES ARE SHOWN FOR PRICING

PURPOSES - DELEGATED DESIGN TO

BE PROVIDED FOR QUANTITIES AND

LOCATIONS, TYP.

ROOF TIE OFF POINT

ROOF TIE OFF POINT

ROOF TIE OFF POINT

ROOF TIE OFF POINT

INFILL ROOF DECK AT FORMER AIR

INTAKE LOCATION - SEE STRUCTURAL

DWGS FOR DETAIL

PATCH ROOFING SYSTEM TO MATCH

EXISTING

INFILL ROOF DECK AT FORMER

EXHAUST FAN LOCATION - SEE

STRUCTURAL DWGS FOR DETAIL

PATCH ROOFING SYSTEM

TO MATCH EXISTING

ROOF TIE OFF POINT

DUNNAGE ACCESS LADDER -

SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

SEE MECHANICAL DWGS FOR

ADDITIONAL INFORMATION

REGARDING BLAST DAMPERS

AT AHU DUCT PENETRATIONS

PROVIDE OSHA APPROVED HATCH

AND ACCESSORIES.

REFER TO MOST CURRENT OSHA

REGULATIONS FOR REQUIREMENTS.

METAL COUNTER FLASHING FASTENED PER

ROOFING MANUFACTURERS REQUIREMENTS

ROOF ACCESS HATCH COUNTER FLASHING

6" MIN.

ROOFING SYSTEM COMPLIANT CAP PLY &

BACKER PLY LAYERS- ADHERED WITH

CEMENT PER MANUFACTURERS

REQUIREMENTS

CAP NAILS PER MANUFACTURERS

REQUIREMENTS

2x WOOD NAILER

(2) LAYERS 3/4"

EXTERIOR RATED

PLYWOOD

CONTINUOUS CANT STRIP

PT WOOD NAILER AS

REQUIRED

EXISTING ROOFING SYSTEM TO REMAIN

SEE STRUCUTRAL DRAWINGS FOR

ANY REQUIRED REINFORCEMENT AT

EQUIPMENT OPENINGS

M

IN

T

O

M A

X

NOTE:

DETAIL AT TOP OF CURB MAY VARY

PER EQUIPMENT MANUFACTURERS

CURB REQUIREMENTS

METAL COUNTER FLASHING FASTENED PER

ROOFING MANUFACTURERS REQUIREMENTS

PREFABRICATED EQUIPMENT CURB

6" MIN.

ROOFING SYSTEM COMPLIANT CAP PLY &

BACKER PLY LAYERS- ADHERED WITH

CEMENT PER MANUFACTURERS

REQUIREMENTS

M

IN

CAP NAILS PER MANUFACTURERS

REQUIREMENTS

2x WOOD NAILER

INSULATION AT

EQUIPMENT CURB

CONTINUOUS CANT STRIP

PT WOOD NAILER AS

REQUIRED

EXISTING ROOFING SYSTEM TO REMAIN

SEE STRUCUTRAL DRAWINGS FOR

ANY REQUIRED REINFORCEMENT AT

EQUIPMENT OPENINGS

FLASHING SCRIM EMBEDDED IN 30MIL. BASE COAT OF

MBR FLASHING CEMENT AND COVERED WITH 60 MIL.

FINISH COAT OF MBR FLASHING CEMENT

NEW HSS STEEL TUBE = SEE

STRUCTURAL DRAWINGS

EXISTING ROOFING SYSTEM TO REMAIN

8"1/2"

/2

NEW HSS STEEL TUBE = SEE

STRUCTURAL DRAWINGS

/2

DASHED LINE IS OUTLINE OF

SCRIM

MASKED TARGET AREA - BASE

AND FINISH COATS OF MBR

FLASHING CEMENT EXTENDS

1/2" BEYOND SCRIM OUTLINE

EXISTING ROOF SYSTEM

NOTES:

1. MASK TARGET AREA ON EXISTING ROOF

MEMBRANE

2. CLEAN & PRIME ALL NON-POROUS AREAS

REQUIRING LIQUID MEMBRANE

3. REMOVE MASKING IMMEDIATELY AFTER

APPLICATION OF FINISH COAT

PLAN

SECTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANTS

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

M-R PROJECT NO:

PLAN

NORTH

ACTUAL

NORTH

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

B

C

D

E

A

B

C

D

E

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AE102

ARCHITECTURAL ROOF PLAN A/E REPLACE LAUNDRY HVAC

TOGUS VA MEDICAL CENTER

402-22-755

PROJECT DIRECTOR

2023-02-27 JRB AMC

0506-0018

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"1 ARCHITECTURAL ROOF PLAN

SCALE: 3" = 1'-0"3 ROOF HATCH DETAIL

SCALE: 3" = 1'-0"2 FLASHING AT ROOF EQUIPMENT CURB

SCALE: 1 1/2" = 1'-0"4 FLASHING AT ROOF DUNNAGE

OSOSOSOS

OSOSOSOS

OSOSOSOS

OSOSOSOS

GENERAL CEILING PLAN NOTES:

1. LAUNDRY BUILDING MUST REMAIN

OPERATIONAL AT ALL TIMES DURING CONSTRUCTION.

2. REFER TO SHEET A000 FOR ALL

ABBREVIATIONS

3. ALL HEIGHTS GIVEN ARE FROM FINISHED

FLOOR OF BUILDING

4. CONTRACTOR TO VERIFY LOCATION OF MAIN

CEILING TEE'S BEFORE PROCEEDING WITH FIXTURE

INSTALLATION. NOTIFY ARCHITECT OF INTERFERENCES

5. NOTIFY ARCHITECT OF ANY DISCREPANCIES

BETWEEN ARCHITECTURAL REFLECTED CEILING PLANS

AND ELECTRICAL LIGHTING PLANS PRIOR TO

CONSTRUCTION.

6. REFER TO ELECTRICAL PLANS FOR LOCATION

OF STROBES AND EXIT SIGNS.

7. ALL CEILING GRILLES, TRIM EDGES, AND SLOT

DIFFUSERS TO MATCH ADJACENT CEILING COLOR.

8. ALL SPRINKLER HEADS TO OCCUR AT CENTER

OF TILE.

9. LAYOUT TILES AS SHOWN IN REFLECTED

CEILING PLAN.

10. ALL CEILINGS TO MATCH EXISTING CEILING

HEIGHTS UNLESS NOTED OTHERWISE.

11. SEE ELECTRICAL, MECHANICAL, AND PLUMBING

SHEETS FOR ADDITIONAL INFORMATION.

12. ALL RECESSED LIGHT FIXTURES IN ACOUSTIC

PANEL CEILING GRID TO BE CENTERED IN THE TILE

UNLESS NOTED OTHERWISE.

CEILING LEGEND

GWB ATTACHED TO HM STUD

ELECTRICAL SYMBOLS

INDICATING LIGHTING

LOCATIONS, SPEAKERS,

FIRE ALARM EQUIPMENT,

EXIT SIGNS AND

OCCUPANCY SYMBOLS.

REFER TO EL SHEETS FOR

SIZE/ TYPE OF FIXTURE

MECHANICAL SYMBOLS INDICATING

SUPPLY DIFFUSER OR EXHAUST/

RETURN GRILLE LOCATIONS.

REFER TO MH SHEETS FOR SIZE/

TYPE OF DIFFUSER/ GRILLE.

ACOUSTICAL PANEL CEILING 2'-0" x 2'-0"

ON METAL SUSPENSION GRID,

APC-1 U.N.O.

HS/COSHFAA

SP

EB

SPSP

D

C

B

A

2 3 4 5 6 7 8 9 10 11

DIRTY LAUNDRY

LAUNDRY

CLEAN LINEN

ROOM

OFFICE

WOMEN

MEN

LOUNGE

C3

C2

C1

CHEM STOR

101A

C4

EXISTING WALL TO BE

REMOVED

EXISTING WALL TO REMAIN

WALL LEGEND:

NEW PARTITION

(SEE WALL TYPES FOR

ADDITIONAL INFO)

TEMPORARY PARTITION

TEMPORARY PARTITION SHALL RESIST THE PASSAGE OF

SMOKE PER NFPA 241.

1-HR PATITION IS REQUIRED IF FIRE SUPPRESSION

SYSTEM IS DISABLED.

LOCATION OF TEMPORARY PARTITIONS ARE GENERAL IN

NATURE. GC TO LOCATE ALL TEMPORARY PARTITIONS

AND DOORS AS REQUIRED TO PROTECT THE AREA

UNDER CONSTRUCTION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANTS

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

M-R PROJECT NO:

PLAN

NORTH

ACTUAL

NORTH

2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

B

C

D

E

A

B

C

D

E

WBRC PROJ. # 10065.003

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AE112

ARCHITECTURAL 1ST FLOOR

REFLECTED CEILING PLAN

A/E REPLACE LAUNDRY HVAC

TOGUS VA MEDICAL CENTER

402-22-755

PROJECT DIRECTOR

2023-02-27 JRB AMC

0506-0018

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"1 FIRST FLOOR REFLECTED CEILING PLAN

C1 EXISTING CEILING TO REMAIN - CONTRACTOR TO

UNINSTALL AND REINSTALL AS REQUIRED TO PERFORM

THE ABOVE CEILING WORK.

C2 NEW CEILING AS NOTED.

C3 NEW GYPSUM SOFFIT TO DECK ABOVE - SEE NOTED

SECTION FOR ADDITIONAL INFORMATION.

C4 APPROXIMATE LOCATION OF TEMPORARY PARTITION

TO BE INSTALLED FOR CONSTRUCTION OF THE CLEAN

LINEN ROOM. GC TO COORDINATE WITH VA FOR

TEMPORAR…