Part3_S02 Combined Dwgs BD 11-12-20.pdf

EXISTING POST TO REMAIN

CHANGING RM

1Y-114

MRI

1Y-115

CONTROL RM

1Y-131

OFFICE

1Y-126

STORAGE

1Y-107

BREAK RM

1Y-107

STAFF RM

1Y-110

FEMALE TOILET

1Y-109

MALE TOILET

1Y-108

OFFICE

1Y-106

CORRIDOR

C1Y-1

MECH/ELEC

1Y-113

CHANGING RM

1Y-112

1Y-114

EXISTING POST TO REMAIN

EXISTING TS AND ANGLE

TO REMAIN

EXISTING POST TO

REMAIN

IV

1Y-110

CORRIDOR

C1Y-1

EXISTING CEILING TO REMAIN

EXISTING CEILING TO REMAIN

EXISTING CEILING TO REMAIN

LINE OF SOFFIT

TO BE REMOVED

TO 10'-0" A.F.F.

EXISTING ROOF

TO REMAIN

EXISTING WALL

NEW WALL

DEMOLISHED WALL

Engineers Architects

## KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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AD101

FIRST FLOOR DEMOLITION PLAN

1 35RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

0 2 4 8

NORTH

PLAN

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

FIRST FLOOR DEMOLITION FLOOR PLAN

1 REMOVE EXISTING DOORS, SIDELITES AND FRAME.

2 REMOVE EXISTING GLASS AND ALUMINUM FRAME

WINDOW WALL.

3 REMOVE EXISTING BRICK PIER ENCLOSURE.

4 REMOVE EXISTING WALL, INCLUDING WALL

FINISHES AND BASE.

5 REMOVE EXISTING SOFFIT AND BRICK.

6 REMOVE DOOR AND FRAME.

7 REMOVE CERAMIC TILE FLOORING AND WAINSCOT

AT ALL WALLS. REMOVE HARD CEILING, LIGHT

FIXTURES AND DIFFUSERS. EAST WALL TO BE

REMOVED AS SHOWN. OTHER WALLS TO REMAIN.

8 REMOVE MEDICAL GASES. GAS FIXTURES TO BE

RELOCATED.

9 NOT USED.

10 REMOVE EXISTING BRICK.

11 REMOVE SHELF.

12 NOT USED.

13 REMOVE EXISTING SUSPENDED ACOUSTICAL

CEILING TILE AND GRID AND SPEAKERS, LIGHTING,

DIFFUSERS, FIRE PROTECTION, ETC.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

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

FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN

LEGEND

0 2 4 8

NORTH

PLAN

GENERAL

1. SEE SHEET GI003 FOR ICRA PLAN AND DETAILS.

2. SEE SHEET GI004 FOR INTERIM LIFE SAFETY PLAN.

DocuSign Envelope ID: 35F56701-DC70-47B5-A50E-7108A2FACA35

10/8/2020

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

IDPH ILLINOIS DEPARTMENT OF

PUBLIC HEALTH

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TPO THERMO PLASTIC OLLEPOLYFIN

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

DEMOLITION KEYNOTE

WINDOW TYPE

TOILET ACCESSORY

WALL TYPE

ROOF PITCH SYMBOL

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

-1

GENERAL NOTES

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND

CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS USED ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS, OR OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER

QUANTITY OF WORK.

5. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE COR OF ANY

DISCREPANCY DISCOVERED.

6. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

7. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD

CONDITIONS NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

8. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL

GOVERN.

9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

10. THE CONTRACTOR AND SUBCONTRACTORS INVOLVED IN THIS PROJECT SHALL BE RESPONSIBLE FOR DESIGNING AND INSTALLING THEIR RESPECTIVE WORK AND SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, LAWS, SAFETY REGULATIONS, HAZARDOUS WASTE LAWS, ETC. THE CONTRACTOR

SHALL FURNISH ALL NECESSARY PERMITS.

11. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND THE SCOPE OF THE DRAWINGS TO BE THE FOLLOWING: THESE CONSTRUCTION DOCUMENTS (DRAWINGS, SPECIFICATIONS, ADDENDA, ETC.)

INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPTS, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, AND THE MAJOR STRUCTURAL, MECHANICAL, ELECTRICAL, AND DATA SYSTEMS. THE DOCUMENTS DO NOT AND ARE NOT INTENDED TO INDICATE OR DESCRIBE IN DETAIL ALL THE NECESSARY WORK REQUIRED FOR FULL PERFORMANCE OF, AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED IN THESE DOCUMENTS, THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THEIR WORK. ALL WORK SHALL BE COMPLETE IN EVERY DETAIL AND THE CONTRACTORS SHALL PROVIDE A ONE YEAR WARRANTY FOR THEIR WORK UNLESS A LONGER WARRANTY IS

INDICATED IN THE SPECIFICATIONS.

12. CONTRACTORS SHALL FOLLOW AND OBEY ALL FEDERAL, STATE AND LOCAL CODES, LAWS, SAFETY

REGULATIONS AND HAZARDOUS WASTE LAWS, ETC.

DEMOLITION NOTES

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT

GENERAL WORK AND DO NOT PORTRAY FULL SCOPE OF THE PROJECT. SEE

SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA

OF DEBRIS PRIOR TO PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OFF MEDICAL

CENTER GROUNDS.

4. PATCH WALL OPENING SHALL MATCH THE INTEGRITY OF ADJACENT

CONSTRUCTION UNLESS INDICATED OTHERWISE.

5. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR

INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND

INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

6. THE INFORMATION CONTAINED IN THESE DEMOLITION DOCUMENTS DEFINES

GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE

COMPLETION OF THE PROJECT.

7. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION

REGARDING DEMOLITION OF ELECTRICAL SYSTEMS.

8. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND

THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW OR OUTSIDE

PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE

DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE

SCOPE OF THE PROJECT.

9. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND

DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF

SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE.

DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERENTLY FROM THAT

INDICATED OR THAT ARE NOT IDENTIFIED. SHALL BE REPORTED TO THE

CONTRACTING OFFICER.

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A001

ARCHITECTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

2 35RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND

CEILING

STEEL STUDS

(3 5/8") (UNO)

UNDERSIDE OF

STRUCTURE

GYP WALL BD (5/8")

FLOOR SLAB

SEALANT

*SEAL ALL

PENETRATIONS

WITH SEALANT

TYPE 3.0C

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

/2

ANGLE BRACING TO

STRUCTURE @ 4' OC

WHERE STUDS ARE

BLOCKED FROM

EXTENDING TO

STRUCTURE.

BASE AS SCHEDULED

EXTEND

STUDS TO

STRUCTU

RE AND

SECURE

STEEL STUDS (3

5/8")

F

IE

L D

V E

R

IF

Y

/2

CHASE

CEILINGSTEEL STUDS

(3 5/8") (UNO)

@ 16" OC

GYP WALL BD (5/8")

FLOOR SLAB

SEALANT*SEAL ALL

PENETRATIONS

WITH SEALANT

TYPE 3.0

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

/2

2.0 SIMILAR

WITH 2 1/2" STUDS

4.0 SIMILAR

WITH 4" STUDS

1.0 SIMILAR

WITH 1 5/8" STUDS

6.0 SIMILAR

WITH 6" STUDS

SOUND

ATTENUATION

INSULATION

BASE AS

SCHEDULED

EXTEND STUDS

TO STRUCTURE

AND SECURE W/

SLIP TRACK

UNDERSIDE OF

FLOOR OR ROOF

ASSEMBLY

STC-49

WALL FINISH

(REFER TO

ROOM FINISH

SCHEDULE)

RF SHIELDING

STEEL STUDS

(3 5/8") (UNO)

@ 16" O.C.

GYP WALL BD (5/8")

CEILING

TYPE 4.0 (RF SHIELDING)

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

/2

GLASS FIBER OR

MINERAL WOOL

INSULATION

GYP BD (5/8")

UNDERSIDE OF

SPANCRETE ROOF

ASSEMBLY PER U.L.

DESIGN NUMBER

BASE AS SCHEDULED

EXTEND STUDS TO

STRUCTURE AND

SECURE W/ SLIP

TRACK

MRI ROOM

RF WALL

SHIELDING

1/2" THK. PROTECTIVE

CEMENT BASED

UNDERLAYMENT

1/8" FLOORING

4.1 SIMILAR

WITH 6" STUDS

STEEL STUDS

(3 5/8" OR 6")

@ 16" O.C. -

SEE PLANS

STEEL STUDS (3 5/8" OR

6") @ 16" O.C. - SEE

PLANS

STEEL STUDS (3 5/8" OR

6") @ 16" O.C. - SEE

PLANS

GYP WALL BOARD (5/8")

TYPE 5.0

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

EXISTING EXTERIOR WALL

REMOVE FACE

BRICK

EXIST. WALL CONST.

7 1/4"

TYPE 1.0 NOT USED

TYPE 2.0 NOT USEDEXPANSION JOINT DETAIL - FLOOR

SCALE: 3"=1'-0"

FLOOR FINISH

CONTINOUS

SANTOPRENE SEAL

CONTINOUS

ALUMINUM SURFACE

MOUNT FRAME

- MODEL 103 BY INPRO

2"

FLAT HEAD

CONCRETE

SCREW (7 PER

FRAME)

EXISTING CONCRETE

SLAB

4" CONCRETE

SLAB-ON-GRADE

EXPANSION JOINT DETAIL - WALL

SCALE: 3"=1'-0"

2 5/8"

3 1/2" METAL STUDS

5/8" GWB

CONTINOUS

SANTOPRENE SEAL

CONT. ALUMINUM

SURFACE MOUNT FRAME

- MODEL 103 BY INPRO

MINERAL WOOL AND

SEALANT FIRE

BARRIER (OPTIONAL)

- F140 BY INPRO

2"

STEEL STUDS - SEE WALL

PARTITION SCHEDULE FOR

SIZE AND HEIGHT

5/8" GWB 2 1/2"

2"

CONTINUOUS

SANTOPRENE SEAL

METAL FRAMING

EXPANSION JOINT DETAIL - SOFFIT

SCALE: 3"=1'-0"

5/8" GWB

CONTINUOUS DUAL

DUROMETER PLEATED

VINYL SEAL

HANGER WIRE

2"

ACT PANEL

ACT

8'-0" A.F.F.

SOFFIT

7'-8" A.F.F.

EXP. JT. COVER, BEYOND

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A002

PARTITION TYPES AND DETAILS

3 35RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

C' C'

A-201

A-201

A-201

10'-9"

/2

22'-0 1/2"

B' B'

A' A'

A-201

_____4

A-201

2.1

2.1

1.4

1.4

DRESS

1Y-152

DRESS

1Y-153

TLT

1Y-154

CORRIDOR

C1Y-4

MRI 2

1Y-156

MRI 1

1Y-158

EQUIPMENT

1Y-159

EQUIPMENT

1Y-155

CHANGING RM

1Y-114

MRI

1Y-115

ANESTHESIA

STORAGE RM

1Y-111

FEMALE TOILET

1Y-109

MALE TOILET

1Y-108

OFFICE

1Y-106

CRYOGEN

1Y-113

STATION

1Y-114A

MRI READING RM

1Y-103

A-301

A-301

A-301

(8'-0" CLEAR)

8'-0 1/2"

A-501

A-501

A-501

A-501

A-501

A-501

A-501

A-501

A-401

A-401

1Y -1

1Y-158

Y

-1

Y

-1

Y

-1

Y

-1

Y

-1

Y

-1

C1Y-1A

6'-3 1/2"

A-202

_____ 1

A-202

A-202

_____3

A-202

A-202

A-202

A-501

A-501

A-501

A-501

4'-0"H LOW

WALL

Y

-1

O P

E N

IN

G

1'-8 1/2" 10'-9" 25'-4 1/2" 5'-8 1/2" 23'-9" 1'-8 1/2"

A-501

W3

4.0

4.0

4.0

3.0

3.0

6.0

EXIST.

POST

3.0 3.0

EXIST.

POST

3.0

3.0

CURTAIN

TRACK

/2

CURTAIN

TRACK

MEDICAL

GASES

RELOCATION

8'-0" 32'-8" 8'-0"

M.O.M.O.

CRYOGEN

EXHAUST

CRYOGEN

EXHAUST

A-102

A-102

/2

(8'-3" CLEAR)

8'-4 1/2"

1'-8 1/2"

1'-8 1/2"

1'-8 1/2"

1'-8 1/2"

Y

-1

3'-8"16'-8"

69'-0"

/2

/2

/2

7'-8 1/2"

(8'- 0 1/2" CLEAR)

8'-5 1/2" 15'-11 1/2"

Y

-1

PREP

1Y-151

BAY 1

1Y-151A

BAY 2

1Y-151B

BAY 3

1Y-151C

STORAGE

1Y-150

Y

-1

3.0

3.0

18'-9" 27'-1" 20'-3"

6 1/2"9

/2

/2

9'-4"

CHANGING ROOM

1Y-112

IT ROOM

1Y-107

CONTROL

ROOM

1Y-151D

1'-2 1/2" 32'-1 1/2"

1'-2 1/2"

SIM.

W1

W3

CORRIDOR

C1Y-1

IV

1Y-110

SIM. W1

3.0C

25'-2" 11'-11" 28'-3 1/2"

Y

-1

/2

W2

/2

M .O

/2

OVERHANG

A-301

° 4

3'-2"3'-0"

/2

3' -5

/2

3' -5

/2

3'-4"

3'-4"

/2

EXIST. STORM

PIPE

Y

-1

FEC

OVERHEAD

LIFT

3.0 3.0

CORRIDOR

C1Y-1B

19'-10"

4.1

4.1

4.0 1'-10 1/2"

7'-5 1/4"

Y

X

STEEL SHIELDING

PLATE BELOW

FLOOR SLAB

T=3/16" (SHADED)

6'-4 1/2"

EXPANSION JOINT AT

FLOOR, WALLS AND

CEILING

3.0C

A-2031

6'-6 3/4"

STEEL SHIELDING

PLATE IN WALL

STEEL SHIELDING

PLATE IN WALL

A-301

SIM.

EXIST. POST

Engineers Architects

## KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-101

FIRST FLOOR PLAN

4 35RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

0 4 8 16

NORTH

PLAN

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

FIRST FLOOR PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

1. EXISTING 3'-0" X 7'-0" DOOR TO REMAIN, NEW

HARDWARE SET 5H-3F.

2. NEW EXPANSION JOINT COVER AT FLOOR, WALLS

AND CEILING. SEE DETAILS ON SHEET A002.

1. STEEL SHIELDING TO BE PROVIDED BY RF SHIELDING

CONTAINMENT SUPPLIER.

C' C'

B' B'

A' A'

EXISTING ROOF

BELOW

(DASHED) TO

REMAIN

2.11.4

1.4

EXP. JT.

TPO ROOFING WITH

TAPERED

INSULATION

EXISTING BUILDING

TOP OF MASONRY

(EL. 218'-0")

EXISTING

BUILDING

S L O

P E

/ 4

F

T

S L O

P E

/4

F

T

SD

PD

PD SD

S L O

P E

/ 4

F

T

S L O

P E

/4

F

T

SLOPE: 1/4"/FT.

SLOPE: 1/4"/FT.

SLOPE: 1/4"/FT.

SLOPE: 1/4"/FT.

RIDGE +4

+4 +1

+4

+4

RIDGE +4.25

+1

+4

+4

+2.5

A-102

A-102

QUENCH

VENT

EXHAUST

FAN

MRI AIR HANDLER UNIT WITH

ROOF CURB - SEE 3/A-102

AND MECH. 1

A-102

A-102

A-102

A-102

A-102

A-102

A-302

A-302

RELIEF

EXHAUST RELIEF

EXHAUST

QUENCH

VENT

ROOF ANCHOR

(X7) SEE DETAIL 5

THIS SHEET

TOP OF MASONRY

217.01

TOP OF SPANCRETE

216.26

1'-8 1/2"

TOP OF MASONRY

217.01

TOP OF SPANCRETE

216.26

EXP. JT.

1"

DRAIN STRAINER

CLAMPING RING

ROOF MEMBRANE

3" ROOF INSULATION

SPANCRETE -

SEE STRUCT.

TAPERED INSULATION

INSTALL SEALANT BETWEEN DRAIN

BOWL FLANGE AND ROOF MEMBRANE

DECK CLAMP

DRAIN BOWL

ROUND CUT IN THERMOPLASTIC MEMBRANE;

EXTEND APPROX. 1" PAST CLAMPING RING

HOLE IN MEMBRANE SHOULD BE LARGER THAN

DRAIN PIPE DIAMETER

NOTE:

PROVIDE SLIP SHEET BELOW MEMBRANE WHEN OVERLAYING INSULATIONS OR SUBSTRATES AS

RECOMMENDED BY MANUFACTURER

1/2" PROTECTION BOARD

PRIMARY DRAIN SHOWN.

SECONDARY DRAIN SIMILAR.

SPANCRETE - SEE STRUCT.

1/2" PROTECTION BOARD

ROOF MEMBRANE

CONT. SEALANT

SEALANT

STEEL PIPE W/ FULLY-

WELDED CAP, WELDED TO

BASE PLATE, GALVANIZED,

PAINTED

STEEL EYE, GALVANIZED

FILL PIPE W/ PREFORMED

URETHANE INSULATION

STEEL BASE PLATE,

GALVANIZED

STEEL BOLTS, GALVANIZED

PREFABRICATED PIPE BOOT

AND COMPRESSION RING

TAPERED INSULATION

3" ROOF INSULATION

CURB BEARING

CONFIGURATION VARIES

FLASHING MEMBRANE

BASE OF UNIT 1/2''

MIN.BEYOND TOP OF

CURB

MECHANICAL UNIT, HATCH, ETC.

COUNTERFLASHING

WOOD NAILER

1'' MIN. BELOW TOP OF CURB

FASTENERS

INSULATION

COMPRESSIBLE

ELASTOMERIC SEALANT

PREFABRICATED CURB

WOOD NAILER

THERMOSET ROOF

MEMBRANE

ROOF DECK

ROOF SYSTEM VARIES

SEAM PLATES AND FASTENERS

FLASHING MEMBRANE 8"

MIN. HEIGHT

REMOVABLE SHEET METAL

COUNTERFLASHING

GASKETED FASTENERS

MIN. TWO FASTENERS PER

SIDE

COMPRESSIBLE

ELASTOMERIC SEALANT -

CONTINUOUS

PREFABRICATED CURB

SEALANT

Engineers Architects

## KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-102

ROOF PLAN

5 35RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

0 4 8 16

NORTH

PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

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

ROOF PLAN

Scale: 1 1/2" = 1'-0"

PARAPET SECTION

Scale: 1 1/2" = 1'-0"

EXPANSION JOINT DETAIL

Scale: 1 1/2" = 1'-0"

ROOF DRAIN DETAIL

CONCRETE BEAM -

SEE STRUCT.

SPANCRETE - SEE

STRUCT.

SPANCRETE - SEE

STRUCT.

3" ROOF INSULATION

TAPERED INSULATION

SEALANT

1/2" PROTECTION BOARD

EXISTING BUILDING

EXP. JT. COVER

ROOF MEMBRANE

SEALANT

3" ROOF INSULATION

TAPERED INSULATION

SEALANT

ROOF MEMBRANE UP &

OVER PARAPET

SLOPE

ALUMINUM FASCIA

EXTERIOR

SHEATHING

MOISTURE BARRIER

2" RIGID INSULATION

2" AIR SPACE

FACE BRICK

EXISTING

TAPERED

INSULATION

EXISTING

ROOF

STRUCTURE

1. NOTE: AT ALT. ROOF DRAINS (SD) - PIPE TO

DAYLIGHT ABOVE GRADE.

Scale: 1 1/2" = 1'-0"

TYPICAL GUY WIRE ANCHOR DETAIL

1/2" PROTECTION BOARD

ROOF MEMBRANE

Scale: 6" = 1'-0"

CURB ISOMETRIC DETAIL

EXISTING FACE

BRICK

C' C'

B' B'

A' A'

2.1

2.1

1.4

1.4

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.8' - 0"

A.F.F.8' - 0"

A.F.F.8' - 0"

A.F.F.10' - 0"

EXISTING CEILING TO REMAIN

EXISTING CEILING TO REMAIN

EXISTING CEILING TO REMAIN

DOWNLIGHTS

A.F.F.9' - 0"

A.F.F.8' - 0"

A.F.F.9' - 0"

SOFFIT

DRESS

1Y-152

DRESS

1Y-153

TLT

1Y-154

CORRIDOR

C1Y-4

MRI 2

1Y-156

MRI 1

1Y-158

EQUIPMENT

1Y-159

EQUIPMENT

1Y-155

PREP

1Y-151

BAY 1

1Y-151A

BAY 2

1Y-151B

BAY 3

1Y-151C

STORAGE

1Y-150

IT ROOM

1Y-107

CONTROL

ROOM

1Y-151D

CORRIDOR

C1Y-1

IV

1Y-110

A.F.F.8' - 0"

A.F.F.7' - 8"

A.F.F.8' - 0"

CORRIDOR

C1Y-1B

A-110

LOCATION OF EXAM

LIGHT (CENTER IN TILE)

LOCATION OF EXAM LIGHT

(CENTER IN TILE)

A.F.F.7' - 4"

REFLECTED CEILING PLAN

LEGEND

DENOTES GWB

SOFFIT/CEILING

CEILING HEIGHT

DESIGNATION (WHEN

HEIGHT VARIES FROM

TYPICAL)

FLUORESCENT LIGHT

FIXTURE

EQ. A EQ. A

E Q

B

E Q

B

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF EGRESS)

SUPPLY DIFFUSER

PENDANT MOUNTED

LIGHT

DOWN LIGHT

FIXTURE

CEILING CONTRACTOR TO MEASURE EACH CEILING

AREA AND ESTABLISH A CEILING LAYOUT TO BALANCE

BORDER WIDTHS AT OPPOSITE EDGES OF EACH

ROOM. AVOID USE OF LESS-THAN 6" TILES.

A.F.F.10' 6"

PERIMETER

RECESSED WALL

SLOT LIGHT FIXTURE

EXTERIOR WALL

SCONCE

FIRE ALARM STROBE

FAA

FIRE ALARM ANNUCIATOR

F

FIRE ALARM PULL

STATION

FIRE ALARM

STROBE LIGHT

S

H

HEAT DETECTOR

SMOKE DETECTOR

FIRE ALARM / HORN /

STROBE LIGHT - WALL

MOUNTED

FIRE ALARM / HORN /

STROBE LIGHT - CEILING

MOUNTED

SPRINKLER HEAD

RETURN GRILL

EXHAUST GRILL

DECORATIVE

CEILING MURAL

WALL MOUNT (ABOVE

EXAM LIGHT CEILING)

LED STRIP LIGHT

CURTAIN TRACK

LINEAR

RECESSED LIGHT

LINEAR AIR DIFFUSER

NOT IN SCOPE OF WORK

3 5/8" METAL STUDS @

16" O.C. BRACED TO

STRUCTURE ABOVE

5/8" GYP BD

ACOUSTICAL TILE

CEILING

EXPANSION JOINT

ROOF DECK

STRUCTURE ABOVE

VIF

2'-0"

5/8" GYP BD

CEILING

8'-0" A.F.F.

B.O. SOFFIT

7'-8" A.F.F.

CEILING

9'-0" A.F.F.

CONTINUOUS

CORNER BEAD,

TYP.

ACOUSTICAL

TILE CEILING

3 5/8" METAL STUDS @

16" O.C. BRACED TO

STRUCTURE ABOVE

5/8" GYP BD

EXIST. FACE BRICK

EXP. JT.

1" 1'-1"

B.O. SOFFIT

7'- 3 3/8" A.F.F.

EXISTING

STRUCTURAL STL.

TUBE AND STL.

ANGLE

5/8" GYP. BD. ON 7/8"

FURRING

5/8" GYP. BD. ON 7/8"

FURRING

EXIST. MTL. STUDS

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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:0

:4

P

M

A-110

FIRST FLOOR REFLECTED CEILING

PLAN

6 35RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

0 4 8 16

NORTH

PLAN

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

FIRST FLOOR REFLECTED CEILING PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 1 1/2" = 1'-0"

SOFFIT DETAIL AT CORRIDOR C1Y-1B

FIRST FLOOR

199.01

TOP OF MASONRY

217.01

23 2.1 1.4

TOP OF SPANCRETE

216.26

FACE BRICK

W1W1

C.J.C.J. C.J.

FIRST FLOOR

199.01

C'

TOP OF MASONRY

217.01

B'A'

A-201

TOP OF SPANCRETE

216.26

A-202

METAL WALL

PANEL

1" EXP. JT.

1" EXP. JT.

REMOVE

EXISTING BRICK

AT EAST AND

WEST SIDES

EXISTING METAL

ROOF (BEYOND) TO

REMAIN

EXP. JT.

1"

FACE BRICKEXISTING BRICK VENEER C.J.

FIRST FLOOR

199.01

C'

TOP OF MASONRY

217.01

B' A'

A-201

TOP OF SPANCRETE

216.26

A-202

_____3

A-202

1" VERTICAL

EXPANSION JOINT

METAL WALL PANEL

FACE

BRICK

SOFFIT

209.01

C.J.

FIRST FLOOR

199.01

TOP OF MASONRY

217.01

2 32.11.4

TOP OF SPANCRETE

216.26

A-202

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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P

M

A-201

EXTERIOR ELEVATIONS AND BUILDING

SECTIONS

7 35RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

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

NORTH ELEVATION

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

EAST ELEVATION

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

WEST ELEVATION

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

BUILDING SECTION @ DRESSING ROOMS

C'

TOP OF MASONRY

217.01

B' A'

A-201

A-301

TOP OF SPANCRETE

216.26

A-202

A-202

FIRST FLOOR

199.01

TOP OF MASONRY

217.01

2 32.11.4

TOP OF SPANCRETE

216.26

A-202

EXISTING

1Y-112

A-302

A-302

SOFFIT

209.01

FIRST FLOOR

199.01

TOP OF MASONRY

217.01

2 32.11.4

TOP OF SPANCRETE

216.26

A-202

A-301

MRI 1

1Y-158

MRI 2

1Y-156

1 1/2"

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-202

BUILDING SECTIONS

8 35RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

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

BUILDING SECTION @ CORRIDOR

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

BUILDING SECTION @ CORRIDOR ENTRANCE

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

BUILDING SECTION @ MRI

C'

TOP OF SPANCRETE

216.26

MAGNETIC SHIELD

T=3/16"

6'-8" 4'-11"

/2

/2

FIRST FLOOR

199.01

11.4

TOP OF SPANCRETE

216.26

1'-10 1/2"

MAGNETIC SHIELD

T=3/16"

/2

FIRST FLOOR

199.01

1 1.4

TOP OF SPANCRETE

216.26

6'-6 3/4"6'-4 1/2"

6'-10 3/4"

MAGNETIC SHIELD

T=1/16" (BEYOND)

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-203

MRI MAGNETIC SHIELDS

9 35

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-204

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

MRI 2 BACKWALL SHIELD

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

MRI 2 SOUTH SIDEWALL SHIELD

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

MRI 2 NORTH SIDEWALL SHIELD

RERLCW

# 500

CONT. WALL BASE FLASHING

BATT INSULATION

BRICK VENEER TO MATCH EXISTING

RIGID INSULATION

EXTERIOR SHEATHING

METAL STUD FRAMING

AIR SPACE

WALL BASE

2" RF SHIELD BARRIER

5/8"

3 5/8"2"2"6"

5/8"

2"2"3 5/8"

1'-10 1/2"

2" RF SHIELD BARRIER W/ NON-

COMBUSTIBLE SUB-BASE

4" CMU

5/8" GWB

CAVITY DRAINAGE MOTAR NET

GROUT FULL

BELOW

FLASHING

FLOOR, AS SCHEDULED

WEEP HOLES @

24" O.C.

GRADE

FIRST FLOOR

199.01

2.1

TOP OF SPANCRETE

216.26

SLOPE: 1/4"

WALL BASE AS

SCHEDULED

6" METAL

STUDS @ 16"

OC

5/8" GWB

ACT CEILING

CONCRETE BEAM -

SEE STRUCT.

S T

R U

C T

S E

E

C

M U

VAPOR BARRIER

CAPILLARY FILL

PERIMETER

RIGID

INSULATION

10" SPANCRETE -

SEE STRUCT.

WEEPS CELL VENTS

@ 24" O.C.

METAL THRU-WALL

FLASHING W/ 1/4" DRIP EDGE

4" CONC. SLAB

ON GRADE

A-102

FOUNDATION DRAIN

AND DRAINAGE FILL

U T

IL

IT

Y B

R

IC

K C

O U

R S

E S

1'-8 1/2"

4'-0" H. WALL

PROTECTION

FIRST FLOOR

199.01

B'

TOP OF SPANCRETE

216.26

ACT CEILING

DOOR, AS SCHEDULED

5/8" GWB ON BOTH SIDES

3 5/8" MTL. STUDS @ 16"

O.C.

VAPOR BARRIER

CAPILLARY FILL

BRACE @ 4'-0" O.C.

FIRST FLOOR

199.01

TOP OF MASONRY

217.01

ACT CEILING

2" RF SHIELD BARRIER

WEEPS CELL VENTS @ 24" O.C.

METAL THRU-WALL FLASHING

W/ 1/4" DRIP EDGE

WALL BASE AS

SCHEDULED

VAPOR BARRIER

CAPILLARY FILL

PERIMETER RIGID

INSULATION

5/8" GWB

SLOPE: 1/4"

A-301

FOUNDATION DRAIN

AND DRAINAGE FILL

C

M U

S T

R U

C T

S E

E

A-102

SIM.

STEEL PLATE

SHIELDING (SEE

ELEVATIONS 1, 2 AND

3/A/203 FOR LOCATIONS)

3/16" STEEL PLATE

SHIELDING BELOW

FLOOR SLAB - SEE PLAN

2" RF SHIELD BARRIER

A-301

FIRST FLOOR

199.01

A'

TOP OF SPANCRETE

216.26

A-102

WALL BASE AS

SCHEDULED

5/8" GWB ON 3 5/8"

MTL. STUD

VAPOR BARRIER

CAPILLARY FILL

ACT CEILING

REMOVE EXISTING

FACE BRICK AND

PARAPET COPING

ROOF STRUCTURE

TO REMAIN

CANTILEVERED

CONCRETE PLANK -

SEE STRUCT.

ROOF DRAIN -

SEE PLUMBING

CONCRETE BEAM

- SEE STRUCT. DWGS.

ROOF DRAIN OVERFLOW

- SEE PLUMBING DWGS.

EXISTING CEILING

EXISTING

STRUCTURAL STEEL

TUBE TO REMAIN

EXISTING EXTERIOR

SHEATHING, 6" MTL.

STUD AND 5/8" GWB TO

REMAIN

5/8" GWB

STEEL PLATE SHIELDING (SEE

ELEVATIONS 1, 2 AND 3/A/203

FOR LOCATIONS)

BATT INSULATION

BRICK VENEER TO

MATCH EXISTING

RIGID INSULATION

EXTERIOR SHEATHING

METAL STUD FRAMING

AIR SPACE

2" RF SHIELD BARRIER

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/7 /2

:5

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P

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A-301

WALL SECTIONS

10 35RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

Scale: 3" = 1'-0"

TYPICAL EXTERIOR WALL SECTION @ MRI

Scale: 3/4" = 1'-0"

WALL SECTION, TYP.

Scale: 3/4" = 1'-0"

WALL SECTION, INTERIOR

Scale: 3/4" = 1'-0"

WALL SECTION @ MRI

Scale: 3/4" = 1'-0"

WALL SECTION @ EXISTING BUILDING

Scale: 3" = 1'-0"

DETAIL SECTION @ MRI STEEL PLATE SHIELDING

TOP OF MASONRY

217.01

2.1

TOP OF SPANCRETE

216.26

EXISTING CEILING

EXISTING

WALL

METAL WALL PANEL

6" MTL. STUDS (CLIP

TO CONC. PLANK)

CLOSURE TRIM

CONCRETE

COLUMN, BEYOND -

SEE STRUCT.

EXISTING FOOTING TO REMAIN

5/8" EXT. GYP.

SHEATHING

A-302

A-302

7/8" FURRING (GALV.)

2" RIGID INSULATION

E X

P J T

METAL STUD

BRACING

FIRST FLOOR

199.01

TOP OF MASONRY

217.01

1.4

TOP OF SPANCRETE

216.26

METAL WALL PANEL

ON 5/8" EXTERIOR

SHEATHING

OUTSIDE

CORNER

TRIM

LIGHT FIXTURE - SEE

REFLECTED CEILING

PLAN

SUPPORT BRACING

CLOSURE

TRIM

ALUM.

STOREFRONT AND

DOOR - SEE

SCHEDULE

BATT INSULATION

CONC. COLUMN,

BEYOND - SEE

STRUCT.

ACT CEILING

6" MTL. FRAMING

HUNG FROM

STRUCTURE

METAL SOFFIT PANEL

B

R

IC

K C

O U

R S

E S

/8

M .O

A-302

1'-8 1/2"

A-302

1/4"/FT SLOPE

EXISTING

FOUNDATION WALL

CONCRETE

FOUNDATION WALL -

SEE STRUCT.

CAPILLARY FILL

COMPACTED EARTH

TOP OF MASONRY

217.01

2.1

TOP OF SPANCRETE

216.26

METAL WALL PANEL

5/8" EXT. GYP.

SHEATHING

SINGLE-PLY MEMBRANE

UP & OVER PARAPET

ROOFING INSULATION

SPANCRETE - SEE

STRUCT.

1'-3 3/4"

1'-8 1/2"

6" MTL. STUDS (CLIP TO

CONC. PLANK)

2" RIGID INSULATION

4 3/4"

SEALANT, TYP.

TAPERED INSULATION

CONCRETE

COLUMN, BEYOND -

SEE STRUCT.

ALUM. FASCIA

WD. BLOCKING

7/8" FURRING (GALV.)

2.1

CLOSURE TRIM

EXISTING WALL

SEALANT

5/8" EXT. GYP, SHEATHING

ON 6" MTL. STUDS

ALIGN MTL.

STUDS

MTL. WALL PANEL ON

7/8" FURRING (GALV.)

BATT INSULATION

1'-8 1/2"

E X

P J T

A .F

.F

TOP OF MASONRY

217.01

1.4

TOP OF SPANCRETE

216.26METAL

WALL PANEL

TAPERED INSULATION

ROOFING INSULATION

SPANCRETE - SEE

STRUCT.

6" MTL. STUDS

(CLIP TO

CONC. PLANK)

ALUM. FASCIA

WOOD

BLOCKING

SEALANT, TYP.

SINGLE-PLY MEMBRANE

UP & OVER PARAPET

7/8" FURRING

(GALV.)

2" RIGID

INSULATION

5/8" EXT. GYP.

SHEATHING

CONCRETE

COLUMN, BEYOND -

SEE STRUCT.

1.4

1'-0 1/4"8 1/4"

1'-8 1/2"

SOFFIT

209.01

METAL WALL

PANEL

BATT

INSULATION

METAL SOFFIT PANEL ON

5/8" EXT. SHEATHING

OUTSIDE

CORNER TRIM

3 5/8" METAL

STUDS

Engineers Architects

## KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-302

WALL SECTIONS

11 35RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 3/4" = 1'-0"

WALL SECTION @ EXISTING CHANGING ROOM

Scale: 3/4" = 1'-0"

WALL SECTION @ CORRIDOR ENTRANCE

Scale: 1 1/2" = 1'-0"

PARAPET SECTION @ METAL WALL PANEL

Scale: 1 1/2" = 1'-0"

SECTION @ METAL WALL PANEL

Scale: 1 1/2" = 1'-0"

PARAPET DETAIL @ CORRIDOR ENTRANCE

Scale: 1 1/2" = 1'-0"

SOFFIT SECTION @ CORRIDOR ENTRANCE

B'

A'

1.4 A-501

A-501

A-501

NEW POST

Y

-1

Y

-1

DRESS

1Y-152

DRESS

1Y-153

TLT

1Y-154

6 1/2"

7'-2 1/2"

6 1/2"

7'-2 1/2"

6 1/2"

7'-2 1/2"

Y

-1

ROBE

HOOK

ROBE

HOOK

ROBE

HOOK

C'

11'-1 1/2"

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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P

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A-401

ENLARGED FLOOR PLAN LAYOUTS

12 35RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 1/2" = 1'-0"

ENLARGED FLOOR PLAN @ CHANGING ROOM & TOILET

Scale: 1/2" = 1'-0"

ENLARGED FLOOR PLAN @ COMPUTER STATIONS

E .J

B'

1.4

7 1/2"7 1/2"

/2

1'-8 1/2"

/2

/2

C'

1'-8 1/2"

/2

2'-4"

1'-8 1/2"

C'

/2

7 1/2"

B'

2.1

7 1/2"

/2

NEW CONC. COLUMN - SEE

STRUCTURAL

5/8" GYPSUM

BOARD ON 7/8" HAT

CHAN.

5/8" GYPSUM BOARD ON

7/8" HAT CHAN.

5/8" GYPSUM BOARD

ON BOTH SIDES 3 5/8"

MTL. STUD.

MOISTURE

BARRIER

MASONRY

WALL TIES

A'

2.1

/2

/2

A'

1.4

/2

FACE BRICK

AIRSPACE

5/8" GYPSUM BOARD

ON 6" MTL. STUD ON

5/8" EXT. SHEATHING

NEW CONC.

COLUMN - SEE

STRUCTURAL

5/8" GYPSUM BOARD ON

7/8" HAT CHAN.

2" RIGID

INSULATION

1'-8 1/2"

MASONRY

WALL TIES

MOISTURE

BARRIER

ROOF COW'S

TONGUE

DOWNSPOUT -

SEE PLUMBING

B'

1'-8 1/2" 7 1/2"

/2

/2

/2

/2

C'

/2

E .J

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/7 /2

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P

M

A-501

EXTERIOR WALL AND COLUMN

DETAILS

13 35RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

Scale: 1 1/2" = 1'-0"

COLUMN DETAIL

Scale: 1 1/2" = 1'-0"

COLUMN DETAIL

Scale: 1 1/2" = 1'-0"

EXTERIOR WALL DETAIL

Scale: 1 1/2" = 1'-0"

EXTERIOR WALL DETAIL

Scale: 1 1/2" = 1'-0"

EXTERIOR WALL DETAIL

Scale: 1 1/2" = 1'-0"

COLUMN DETAIL

Scale: 1 1/2" = 1'-0"

EXTERIOR WALL DETAIL

Scale: 1 1/2" = 1'-0"

EXTERIOR WALL DETAIL

Scale: 1 1/2" = 1'-0"

EXTERIOR WALL DETAIL

Scale: 1 1/2" = 1'-0"

EXTERIOR WALL DETAIL

EXISTING

CONCRETE

COLUMN

CORNER

GUARD, TYP.

EXISTING

STRUCTURAL

POST TO

REMAIN

5/8" GYPSUM BOARD ON

6" MTL. STUDS @ 16" O.C.

2" RIGID

INSULATION

EXISTING

FACE BRICK

CONC. COLUMN - SEE

STRUCTURAL

5/8" GYPSUM BOARD

ON 7/8" HAT CHAN.

NEW CONC. COLUMN -

SEE STRUCTURAL

5/8" GYPSUM BOARD

ON 7/8" HAT CHAN.

5/8" GYPSUM BOARD

ON 6" MTL. STUD ON

5/8" SHEATHING

FACE BRICK

5/8"

SHEATHING

FACE BRICK

2" RIGID

INSULATION

2" AIR SPACE

5/8" GYPSUM

BOARD ON 3 5/8"

MTL. STUDS AND 2"

RF SHIELDING

5/8" GYPSUM BOARD

ON 3 5/8" MTL. STUD.

6" MTL. STUD

5/8" SHEATHING

FACE BRICK

2" RIGID INSULATION

2" AIR SPACE

6" MTL. STUD

EXT. FRAMING

5/8" SHEATHING

CONCRETE COL.

1" EXP. JT. @ FACE OF

BRICK (SEALANT W/

BACKER ROD)

EXISTING

EXTERIOR WALL

5/8" GYPSUM BOARD

ON 7/8" HAT CHAN.

5/8" GYPSUM BOARD ON

3 5/8" MTL. STUDS ON 2"

RF SHIELDING

EXTERIOR

FACE BRICK

2" RIGID

INSULATION

2" AIR SPACE

2" AIR SPACE

6" MTL. STUD

W/ BATT INSUL.

5/8" SHEATHING

NEW CONC.

COLUMN - SEE

STRUCTURAL

5/8" GYPSUM BOARD

ON 3 5/8" MTL. STUD

CONC. COLUMN - SEE

STRUCTURAL

5/8" GYPSUM BOARD ON

7/8" HAT CHAN.

FACE BRICK

2" RIGID INSULATION

2" AIR SPACE

6" MTL. STUD W/

BATT INSUL.

5/8" GYPSUM BOARD ON

3 5/8" MTL. STUDS AND 2"

RF SHIELDING

FACE BRICK

2" RIGID

INSULATION

2" AIR SPACE

6" MTL. STUD

5/8" SHEATHING

5/8" GYPSUM

BOARD ON 3

5/8" MTL STUD.

Scale: 1 1/2" = 1'-0"

EXTERIOR WALL DETAIL

FACE BRICK

5/8" GYPSUM

BOARD ON 6" MTL.

STUDS @ 16" O.C.

2" RIGID

INSULATION

NEW

STRUCTURAL

POST

WINDOW - SEE

SCHEDULE

5/8" SHEATHING

BATT

INSULATION

BATT

INSULATION

5/8" GYPSUM BOARD

ON 6" MTL. STUD

2" AIR SPACE

2" RIGID

INSULATION

EXISTING SHEATHING

TO REMAIN

5/8" GYPSUM

BOARD

BACKSPLASH

RF SHIELDING

RF GLAZING &

WINDOW FRAME

WALL EXP. ST.

COVER

GYPSUM BOARD

ON 7/8" FURRING

1" EXP. JT. @ FACE

OF BRICK (SEALANT

W/ BACKER ROD)

CERAMIC WALL TILE

LIQUID APPLIED

AIR/MOISTURE BARRIER

MASONRY

WALL TIE

MOISTURE

BARRIER

MASONRY

WALL TIES

MASONRY

WALL TIES

MOISTURE

BARRIER

MOISTURE BARRIER

MASONRY WALL TIES

MOISTURE

BARRIER

MASONRY WALL TIES

MOISTURE BARRIER

MOISTURE

BARRIER

MOISTURE

BARRIER

MASONRY

WALL TIES

MASONRY

WALL TIES

5/8" GYPSUM BOARD

ON 6" MTL. STUD.

E X

IS

T

B

L D

G

N E

W

A D

D

IT

IO

N

EXISTING BRICK

REMOVED

C6 STEEL

CHANNEL

SOUND ATTENUATION

BLANKETS

SOUND ATTENUATION

BLANKETS

SOUND ATTENUATION

BLANKETS

3/8" SEALANT

AND BACKER

ROD

BRAKE METAL

DOOR - SEE

SCHED.

WALL CONTROL

JOINT

O P

E N

IN

G

OPENING

NOTES:

1. PROVIDE FIRE-RATED GLASS AT FIRE RATED CONDITIONS

2. ALL EXTERIOR GLASS SHALL BE INSULATED

3. ALL GLASS MUST BE TEMPERED

B CA

S E

E S

C H

E D

U L E

SCHEDULE

SEE

SCHEDULE

SEE

S E

E S

C H

E D

U L E

S E

E S

C H

E D

U L E

SCHEDULE

SEE

3" 8"

8" 1'-8" 8"

S E

E S

C H

E D

U L E

SCHEDULE

SEE

D

3" 8" 8" 3"

G

S E

E S

C H

E D

U L E

SCHEDULE

SEE

6" 6"

2" 2"

SCHEDULE

SEE

S E

E S

C H

E D

U L E

2"

S E

E S

C H

E D

U L E

4 7

SINGLE WITH

SIDELITE

2"

SCHED.

SEE2"1'-10"2"

S E

E S

C H

E D

U L E

DOOR AND FRAME -

SEE DOOR SCHEDULE

CAULK BOTH SIDES OF

DOOR - CONTINUOUS

(2) 2x METAL STUDS TO

FORM HEADER

SEE DOOR

SCHEDULE

TYPES

SEE PARTITION

DOOR AND

FRAME - SEE

DOOR

SCHEDULE

CAULK BOTH

SIDES OF DOOR -

CONTINUOUS

(2) 2x METAL

STUDS TO

FORM JAMBT

Y P

E S

S E

E P

A R

T

IT

IO

N

DOOR AND FRAME -

SEE DOOR SCHEDULE

CAULK BOTH SIDES OF

DOOR - CONTINUOUS

(2) 2x METAL STUDS TO

FORM HEADER

SEE DOOR

SCHEDULE

CORRIDOR

5/8" GWB TWO LAYERS

TYP. ON CORRIDOR

SIDE, ONE

ELSEWHERE TYP. UNO

DOOR AND

FRAME - SEE

DOOR SCHEDULE

CAULK BOTH

SIDES OF DOOR -

CONTINUOUS

DOUBLE 20

GA STUDES

AT EACH

JAMB

2 LAYERS 5/8"

GWB AT PATIENT

ROOM SIDE ONE

LAYER OF GWB

TYP ELSEWHERE

CORRIDOR

2"

DOOR AND

FRAME - SEE

DOOR SCHEDULE

CAULK BOTH

SIDES OF DOOR -

CONTINUOUS

(2) 2x METAL

STUDS TO FORM

HEADER

SEE DOOR

SCHEDULE

TYPES

SEE PARTITION

CERAMIC WALL

TILE ON

CEMENTITIOUS

BACKER BOARD

SUBSTRATE

5/8" GWB ON

METAL STUD

DOOR AND FRAME - SEE

DOOR SCHEDULE

CAULK BOTH SIDES OF

DOOR - CONTINUOUS

(2) 2x METAL STUDS

TO FORM JAMB

T Y

P E

S

S E

E P

A R

T

IT

IO

N

CERAMIC WALL TILE ON

CEMENTITIOUS BACKER

BOARD SUBSTRATE

REMARKS:

1.

ALUMINUM ENTRANCE

AND STOREFRONT

CORNER BEAD,

TYP.

/2

R-19 BATT

INSULATION

LIQUID APPLIED

WEATHER BARRIER

EXTERIOR SHEATHING

MEMBRANE FLASHING

CAVITY DRAINAGE MATERIAL

IN AIRSPACE

2" RIGID INSULATION

WEEPS AT 24" O.C.

STAINLESS STEEL FLASHING

WITH 1/4" DRIP EDGE

UTILITY SIZE BRICK VENEER

UTILITY BRICK BEYOND

6" BOX BEAM

HEADER

1/4" SEALANT JOINT

ON BACKER ROD

7'-4"

B.O. ANGLE

1'-2 7/8"

STEEL ANGLE -

SEE STRUCTURAL

SEALANT,

BOTH SIDES

5/8"6"

5/8"

2"2"3 5/8"

5/8" GYPSUM

WALL BOARD

METAL STUD WALL

FRAMING

THRESHOLD

RE: HARDWARE SETS

SCHEDULED ANODIZED ALUM.

STOREFRONT DOOR

FLOOR

RE: STRUCT

JOINT SEALANT AND BACKER ROD

FINISH FLOOR

RE: FINISH SCHEDULE

5/8" GWB

SOUND ATTENUATION

3 5/8" MTL. STUD

3/4" CONDUIT FROM RF FILTER

@ PENETRATION PANEL

WD. BLOCKING

STAINLESS REMOVABLE DOOR

TRIM

STAINLESS STEEL DOORJAMB

2" RF WALL PANEL W/ 3 OZ

COPPER SHIELD

5/8" GWB ON 3 5/8" MTL. STUD

MRI ROOM CONTROL ROOM

/2

H

IG

H R

O U

G H

O P

E N

IN

G

W

ID

E R

O U

G H

O P

E N

IN

G

5 1/16"

6" BOX BEAM HEADER

6" BOX BEAM HEADER

5/8" GWB ON 3 5/8" MTL. STUDS

SOUND ATTENUATION BATT

STAINLESS STEEL DOOR JAMB

STAINLESS REMOVABLE DOOR TRIM

2" RF WALL PANEL W/ 3 OZ.

COPPER SHIELD

5/8" GWB ON 3 5/8" MTL. STUDS MRI ROOM

CONTROL ROOM

/8

/8

/2

" 3

/8 "5

/8 "2

NON-CONDUCTIVE ISOLATOR

STAINLESS STEEL THRESHOLD

1/8" ALUMINUM SHIM PLATE

1/2" THK. PROTECTIVE CEMENT

BASED UNDERLAYMENT

1/8" FLOORING

CONCRETE SLAB ON GRADE

MRI ROOM

CONTROL ROOM

RF SHIELDING

6" DOUBLE METAL

STUDS AT JAMB

SEALANT AND

BACKER ROD,

BOTH SIDES

MASONRY TIES @ 16" O.C. VERTICAL &

16" O.C. HORIZONTAL (MAX.)

ALUMINUM ENTRANCE

AND STOREFRONT

2"

Engineers Architects

## KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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P

M

A-601

DOOR SCHEDULE, TYPES, DETAILS

14 35RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

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

DOOR ELEVATIONS

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

FRAME ELEVATIONS

Scale: 3" = 1'-0" H2

HEAD DETAIL @ METAL STUD

Scale: 3" = 1'-0"

J2

JAMB DETAIL @ METAL STUD

Scale: 3" = 1'-0" H1

HEAD DETAIL

Scale: 3" = 1'-0"

J1

JAMB DETAIL

Scale: 3" = 1'-0" H3

HEAD DETAIL @ CERAMIC WALL

Scale: 3" = 1'-0"

J3

JAMB DETAIL @ CERAMIC WALL

PNT= PAINT

SCW= SOLID CORE WOOD

SS= STAINLESS STEEL

STN= STAIN

WD= WOOD

HM= HOLLOW METAL

IHM= INSULATED HOLLOW METAL

OHD= OVERHEAD DOOR

PF= PREFINISHED

AL= ALUMINUM

ALCW= ALUMINUM CLAD WOOD

ANOD= ANODIZED

EXIST= EXISTING

FRP= FIBER REINFORCED

PLASTIC

DOOR SCHEDULE

DOOR DOOR FRAME HEAD

DETAIL NO.

JAMB

DETAIL NO.

THRESH

DETAIL NO. LBL

HDWR

SET REMARKSNO. WIDTH HEIGHT THICK MAT'L FINISH ELEV MAT'L FINISH ELEV

FIRST FLOOR

1Y-150 3' - 0" 7' - 0" 1 3/4" WD. STN. A HM PNT. 1 H1 J1 - - 5B

1Y-151 4' - 0" 7' - 0" 1 3/4" WD. STN. B HM PNT. H1 J1 - - 1D

1Y-152 3' - 0" 7' - 0" 1 3/4" WD. STN. A HM PNT. 1 H1 J1 - - 2C

1Y-153 3' - 0" 7' - 0" 1 3/4" WD. STN. A HM PNT. 1 H1 J1 - - 2C

1Y-154 3' - 0" 7' - 0" 1 3/4" WD. STN. A HM PNT. 1 H3 J3 - - 2B

1Y-155 3' - 0" 7' - 0" 1 3/4" WD. STN. A HM PNT. 1 H2 J2 - - 5B

1Y-156 4' - 0" 7' - 0" 1 3/4" WD. STN. G SS - H5 J5 T5 - 7B RF SHIELDED

1Y-158 4' - 0" 7' - 0" 1 3/4" WD. STN. G SS - H5 J5 T5 - 7B RF SHIELDED

1Y-159 3' - 0" 7' - 0" 1 3/4" WD. STN. A HM PNT. 1 H2 J2 - - 5B

1Y-162 4' - 0" 7' - 2" 1 3/4" AL. ANOD. G AL. ANOD. 7 H4 J4 T4 - E4

C1Y-1A 7' - 4" 7' - 0" 1 3/4" WD. STN. D HM PNT. 6 H2 J2 - - 8E AUTO DOOR

OPENER

Scale: 3" = 1'-0" H4

HEAD DETAIL

Scale: 3" = 1'-0" T4

THRESHOLD DETAIL

Scale: 3" = 1'-0" H5

MRI DOOR - HEAD DETAIL

Scale: 3" = 1'-0" J5

MRI DOOR - JAMB DETAIL

Scale: 3" = 1'-0" T5

MRI DOOR - THRESHOLD DETAIL

Scale: 3" = 1'-0" J4B

JAMB DETAIL

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

8'-0"

A-701

A-701

FINISH FLOOR

0'-0"

2" 2" 2"1'-9 1/2" 1'-9 1/2" 1'-9 1/2" 2" 1'-9 1/2"2"

A-701

1" INSULATED

RF GLAZING

BATT INSULATION

3 5/8" METAL STUDS

AIR SPACE

GYPSUM WALL

BOARD

RF SHIELD BARRIER

1/4" TEMPERED GLAZING W/

RF SHIELDING

SEE PLAN

3 1/2"

MRI ROOMCONTROL ROOM

SOLID SURFACE STOOLCOUNTERTOP

GYPSUM WALL

BOARD

1"

3 5/8" METAL STUDS

HEADER

AIR SPACE

GYPSUM WALL

BOARD

RF SHIELD BARRIER

CEILING AS SCHED.

1/4" TEMPERED

GLAZING W/ RF

SHIELDING

CEILING AS SCHED.

SEE PLAN

2 1/2"

MRI ROOMCONTROL ROOM

BATT INSULATION

3 5/8" METAL STUDS

AIR SPACE

GYPSUM WALL

BOARD

RF SHIELD BARRIER

1/4" TEMPERED

GLAZING W/ RF

SHIELDING

SEE PLAN

2 1/2"

MRI ROOMCONTROL ROOM

SOLID SURFACE STOOL

1"

COUNTERTOP

GYPSUM WALL

BOARD

SCHEDULED

GLAZING

H.M. FRAME

WINDOW STOP

5/8" GYP BD,

BOTH SIDES

PERIMETER SEALANT,

BOTH SIDES

STEEL STUD

HEADER

4 7/8"

SCHEDULED

GLAZING

H.M. FRAME

WINDOW STOP

5/8" GYP BD,

BOTH SIDES

PERIMETER SEALANT,

BOTH SIDES

3 5/8" MTL. STUDS

4 7/8"

SCHEDULED

GLAZING

H.M. FRAME

WINDOW STOP

5/8" GYP BD,

BOTH SIDES

PERIMETER SEALANT,

BOTH SIDES

3 5/8" MTL. STUDS

4 7/8"

/2

R-19 BATT INSULATION

LIQUID APPLIED

WEATHER BARRIER

EXTERIOR SHEATHING

MEMBRANE FLASHING

CAVITY DRAINAGE MATERIAL

IN AIRSPACE, FULL HEIGHT

2" RIGID INSULATION

WEEPS AT 24" O.C.

STAINLESS STEEL FLASHING

WITH 1/4" DRIP EDGE

UTILITY SIZE BRICK VENEER

UTILITY BRICK, BEYOND

1" INSULATED RF GLASS

CEILING AS

SCHEDULED

1/4" SEALANT JOINT

ON BACKER ROD

8'-0"

B.O. ANGLE

C'

1'-10 1/2"

1'-8 1/2"

1'-0 1/2" 5"

CONTINUOUS

FLASHING TAPE

STEEL ANGLE (GALV.) - SEE

STRUCTURAL

SEALANT,

BOTH SIDES

J-CHANNEL CLIP TO SECURE

FRAME HEAD

5"

5/8" 3 5/8" 2" 2" 6"

5/8"

2" 2" 3 5/8"

5/8" GYPSUM

WALL BOARD

2" AIR SPACE

METAL STUD WALL

FRAMING

HS 6x6 HEADER

6" MTL. STUDS

2" RF SHIELD BARRIER W/

NON-COMBUSTIBLE SUB-

BASE

BRICK VENEER, BEYOND

STAINLESS STEEL FLASHING

WITH END DAMS, CONT.

CLEAT AND 1/4" DRIP EDGE

1" TEMPERED GLAZING W/ RF

SHIELDING

FLOORING AS SCHEDULED

GYP. BD., BEYOND

2" RIGID INSULATION

12" CMU

PRECAST CONC. SILL W/ 15

DEGREE SLOPE

WALL BASE

4" CONC. S.O.G.

VAPOR BARRIER

4'-0"

FINISH FLOOR

A .F

.F

2" 3'-8" 2"

A-701

A-701

A-701

8'-4"

2" 2'-7" 2" 2'-6" 2" 2'-7" 2"

A .F

.F

FINISH FLOOR

0'-0"

A-701

A-701

A-701

R-19 BATT

INSULATION

LIQUID APPLIED

WEATHER BARRIER

EXTERIOR SHEATHING

CAVITY DRAINAGE

MATERIAL IN

AIRSPACE

2" RIGID INSULATION

UTILITY SIZE BRICK

VENEER

1" INSULATED RF

GLASS

6" MTL. STUD

1/4" SEALANT JOINT

ON BACKER ROD

8'-0"

B.O. ANGLE

C'

1'-6 7/8"

1'-5"

1'-0 1/2" 5"

CONTINUOUS

FLASHING TAPE

SEALANT,

BOTH SIDES

J-CHANNEL CLIP TO

SECURE FRAME

HEAD

5/8" 3 5/8" 2" 2" 6"

5/8"

2" 2" 3 5/8"

5/8" GYPSUM

WALL BOARD

2" AIR SPACE

METAL STUD WALL

FRAMING

C6 STL. CHANNEL

MASONRY TIE, TYP.

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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P

M

A-701

WINDOW ELEVATIONS AND DETAILS

15 35RER

NEW 4TH MRI ADDITION

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 OCTOBER 7, 2020

BID DOCUMENTS

652-CSI-20419-088

LCW

Scale: 1" = 1'-0"

EXTERIOR WINDOW ELEVATION @ MRI - W1

Scale: 3" = 1'-0"

RF SHIELDING INT. WINDOW (W3) - SILL

Scale: 3" = 1'-0"

RF SHIELDING INT. WINDOW (W3)- HEAD

Scale: 3" = 1'-0"

RF SHIELDING INT. WINDOW (W3) - JAMB

Scale: 3" = 1'-0"

BORROWED LT. WINDOW DTL. (W2) - HEAD

Scale: 3" = 1'-0"

BORROWED LT. WINDOW DTL. (W2) - JAMB

Scale: 3" = 1'-0"

BORROWED LIGHT WINDOW DETAIL (W2) - SILL

Scale: 3" = 1'-0"

EXTERIOR WINDOW @ MRI - HEAD - W1

Scale: 3" = 1'-0"

EXTERIOR WINDOW @ MRI - SILL - W1

Scale: 1" = 1'-0"

RF SHIELDING INT. WINDOW ELEVATION - W3

Scale: 1" = 1'-0"

BORROWED LIGHT WINDOW DETAIL ELEVATION - W2

Scale: 3" = 1'-0"

EXTERIOR WINDOW @ MRI -JAMB - W1