Amendment 09 - 03-Arch 18-314 Add01.pdf

S SS

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

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

PP PUSH PLATE DOOR ACTUATOR

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 COORDINATE CHANGES TO OTHER MATERIALS OR

PRODUCTS THAT ARE NECESSARY BECAUSE OF PRODUCT SUBSTITUTIONS.

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 DISCREPANCY

DISCOVERED.

6. NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE DRAWINGS AND SPECIFICATIONS.

7. VERIFY 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.

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.

2 HOUR FIRE SEPARATION

1 HOUR FIRE SEPARATION

SMOKE RATED

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 INDICATED 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

COR.

Revisions: Date

Drawing Title

Approved: Project Director

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.

Spur Design 312 SW 25th Street Oklahoma City, OK 73109 405.842.6100 www.spur-design.com

Mechanical/Electrical/Plumbing:

Foresite Group, LLC 3740 Davinci Court, Suite 100 Peachtree Corners, GA 30092 770.368.1399 www.fg-inc.net

Structural:

/3 /2

:4

:2

P

M

A-001

ARCHITECTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

1 14LG/CK

EXPAND LINEN

DISTRIBUTION CENTER

SALT LAKE CITY VA MEDICAL CENTER

SALT LAKE CITY, UT 84148

NOVEMBER 04, 2022

100% CONSTRUCTION DOCUMENTS

660-18-24318-314

1, 7, 14

CK

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND

DocuSign Envelope ID: 72A06BBB-767F-4E9D-B4F0-0D458E7809F7

11/3/2022

UP

DN

DN

DN

CORRIDOR

BC00

MECHANICAL

BC03

STORAGE

BC05

TELE/DATA

BC07

ELECTRICAL

BC08

ELEVATOR

BCE1STAIR

BCA

MECHANICAL

BB02

CORRIDOR

BB00

MECHANICAL

BB14

MECHANICAL

BB15

MECHANICAL

BB05

LOBBY

BB06

CORRIDOR

BC00B

CORRIDOR

BC00C

TOILET

BC10

LOADING

DOCK

BC00D

ELECTRICAL

BC08B

ELECTRICAL

BC08A

CORRIDOR

BC00E

LOBBY

BC00F

ELEVATOR

BBE1

ELEVATOR

BBE2

FUTURE

ELEVATOR

BBE3

FUTURE

ELEVATOR

BBE4

AREA OF WORK

04 05

STORAGE

1C27

THERAPY

1C29

OFFICE

1C29A

HAC

1C25

TOILET

1C21A

THERAPY

1C16

KITCHEN

1C16A

ELEC

1C14

TELE/DATA

STAIR

1CA

STORAGE

1C33A

CLEAN

UTILITY

1C33SOILED

UTILITY

1C31

SOILED

LINEN

1C31B

MECH

1C31A

STORAGE,

TRASH

1C31C

STORAGE,

BIO-HAZ

1C31D

VESTIBULE

1C00C

CORRIDOR

1C00B

OFFICE

1C21

CORRIDOR

1C00A

AREA OF WORK

1C31B

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

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.

Spur Design 312 SW 25th Street Oklahoma City, OK 73109 405.842.6100 www.spur-design.com

Mechanical/Electrical/Plumbing:

Foresite Group, LLC 3740 Davinci Court, Suite 100 Peachtree Corners, GA 30092 770.368.1399 www.fg-inc.net

Structural:

/3 /2

:4

:4

P

M

AD101

BLDG 1 & BLDG 14 DEMOLITION PLANS

- PHASE 1

2 14LG/CK

EXPAND LINEN

DISTRIBUTION CENTER

SALT LAKE CITY VA MEDICAL CENTER

SALT LAKE CITY, UT 84148

NOVEMBER 04, 2022

100% CONSTRUCTION DOCUMENTS

660-18-24318-314

1, 7, 14

CK

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

V A

N A

C C E

S

SI

B

L E

V A

N A

C C E

S

SI

B

L E

BLDG 7

BLDG 14

BLDG 1

TRUE

NORTH

01 REMOVE PORTION OF WALL.

02 REMOVE EXISTING DOOR AND FRAME.

03 REMOVE LINEN/ TRASH CHUTE AND ACCESS

DOORS AT ALL LEVELS. INFILL OPENING WTH 2-HR

FIRE-RATED CONSTRUCT TO MATCH ADJACENT

SHAFT WALLS.

04 AT FLOOR LEVEL ABOVE THIS SPACE, CONSTRUCT

2-HR HORIZONTAL SHAFT WALL TO TERMINATE

EXISTING CHUTE SHAFT.

05 REMOVE TILE FROM FLOOR AND WALLS AND

PREPARE FOR NEW FINISHES.

06 REMOVE EXISTING DOOR. FRAME TO REMAIN.

07 REMOVE EXISTING WALL PROTECTION.

08 REMOVE EXISTING CEILING GRID AND ACOUSTICAL

TILE.

0 4 8 16

NORTH

PLAN

0 4 8 16

NORTH

PLAN

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

BASEMENT DEMOLITION PLAN - BLDG 14

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

FIRST FLOOR DEMOLITION PLAN - BLDG 1

7 8 8.3 9.1 10 11 11.9 12

'G

W

X

Y

MAINTENANCE

BENCH

STOCK

BA06

STAIR

BA03

STAIR

BA01

MECH RM

BA02

ELEC

BA04

EQUIP

ROOM

BA05

Z

7.4 9.99

01 02

AREA OF WORK

15'-5 1/4" 1'-10 3/8"

/8

/8

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

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.

Spur Design 312 SW 25th Street Oklahoma City, OK 73109 405.842.6100 www.spur-design.com

Mechanical/Electrical/Plumbing:

Foresite Group, LLC 3740 Davinci Court, Suite 100 Peachtree Corners, GA 30092 770.368.1399 www.fg-inc.net

Structural:

/3 /2

:4

:4

P

M

AD102

BLDG 7 BASEMENT DEMOLITION PLAN -

PHASE 2

3 14LG/CK

EXPAND LINEN

DISTRIBUTION CENTER

SALT LAKE CITY VA MEDICAL CENTER

SALT LAKE CITY, UT 84148

NOVEMBER 04, 2022

100% CONSTRUCTION DOCUMENTS

660-18-24318-314

1, 7, 14

CK

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

V A

N A

C C E

S

SI

B

L E

V A

N A

C C E

S

SI

B

L E

BLDG 7

BLDG 14

BLDG 1

TRUE

NORTH

0 4 8 16

NORTH

PLAN

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

BASEMENT DEMOLITION PLAN - BLDG 7

01 PREPARE CONCRETE SLAB FOR NEW FLOOR

FINISHES.

02 CUT SLAB AND EXCAVATE FOR ELEVATOR PIT.

7 8 8.3 9.1 10 11 11.9 12 12.9 13 14

'S

'A

'B

'C

'E

'G

W

X

Y

HAC

1B03

TOILET,

MEN

1B04

ELEC

1B05

TOILET,

WOMEN

1B06

OFFICE,

DCSCO

1B07

CORRIDOR

1B00A

STAIR

1BA

SHOWER/LOCKER

1B06A

SHOWER/LOCKER

1B04A

HAC

1B02A

OFFICE

1B02B

ENTRY

1B00

TELE/DATA

1B08

CORRIDOR

1C00

RECEIVING/WAREHOUSE

1C01

OFFICE,

WILL CALL

1C02

STORAGE

(EQUIP)

1C03

OFFICE

1C04

VAULT

1C05

BREAKROOM

1C06

TOILET/SHOWER

1C07

HAC

1C08TELE/DATA

1C10

ELEC

1C12

MECHANICAL

1C01A

WILL CALL

1C02A

WAREHOUSE

1C09

WAREHOUSE

1C09A

WAREHOUSE

1C09B

LOCKERS

1C09C

WAREHOUSE

1C09D

WAREHOUSE

1C09E

AREA OF WORK

Z

7.4 9.99

'T

08 08 08

/2

/4

11'-5 1/2" 3'-10 1/4"

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

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.

Spur Design 312 SW 25th Street Oklahoma City, OK 73109 405.842.6100 www.spur-design.com

Mechanical/Electrical/Plumbing:

Foresite Group, LLC 3740 Davinci Court, Suite 100 Peachtree Corners, GA 30092 770.368.1399 www.fg-inc.net

Structural:

/3 /2

:4

:4

P

M

AD103

BLDG 7 FIRST FLOOR DEMOLITION

PLAN - PHASE 2

4 14LG/CK

EXPAND LINEN

DISTRIBUTION CENTER

SALT LAKE CITY VA MEDICAL CENTER

SALT LAKE CITY, UT 84148

NOVEMBER 04, 2022

100% CONSTRUCTION DOCUMENTS

660-18-24318-314

1, 7, 14

CK

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

V A

N A

C C E

S

SI

B

L E

V A

N A

C C E

S

SI

B

L E

BLDG 7

BLDG 14

BLDG 1

TRUE

NORTH

0 4 8 16

NORTH

PLAN

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

FIRST FLOOR DEMOLITION PLAN - BLDG 7

01 LAUNDRY EQUIPMENT REMOVED BY VA, TYP.

02 REMOVE PORTION OF WALL INDICATED BY DASHED

LINES.

03 REMOVE CURB AND PREPARE FOR NEW

FLOORINIG.

04 PREPARE FOR NEW FLOOR FINISHES, TYP.

05 REMOVE DOOR AND FRAME.

06 REMOVE WALL FOR NEW DOOR AND FRAME.

07 CUT SLAB FOR NEW ELEVATOR AND EXCAVATE

SOIL AS REQUIRED FOR ELEVATOR PIT AND SUMP.

COORDINATE W/ ELEVATOR MFR REQUIREMENTS

AND NEW WORK.

08 REMOVE EXISTING CEILING GRID AND ACOUSTICAL

TILE.

09 REMOVE METAL GRATES AND PREPARE TRENCH

FOR INFILL.

10 REMOVE STEEL PLATE AND PREPARE WATER PITS

FOR CONCRETE INFILL.

11 COORDINATE USE OF LOADING DOCK AND DOORS

FOR CONSTRUCTION ACCESS WITH VA COR.

12 CUT SLAB AND EXCAVATE FOR NEW SANITARY

LINE.

13 EXISTING RECESSED SCALE TO REMAIN.

14 EXISTING DOCK LEVELER TO REMAIN.

A. CONSTRUCTION TRAILER, LAYDOWN, AND CRANE

MUST BE RESTRICTED TO NORTHEAST SIDE OF

BUILDING.

B. CONTRACTOR SHALL PROVIDE TEMPORARY

CONSTRUCTION FENCE AROUND CONSTRUCTION

AREA.

C. CONTRACTOR SHALL NOT BLOCK VEHICULAR

ACCESS TO ADJACENT BUILDING TO THE

NORTHEAST THAT SHARES AN ACCESS DRIVE.

D. ALL SITE LOGISTICS SHALL BE COORDINATED WITH

AND APPROVED BY THE COR BEFORE PROCEEDING.

E. WHERE NEW FLOOR FINISHES ARE SCHEDULED,

DEMOLISH EXISTING FLOOR FINISH AND PREPARE

SUBSTRATE TO RECEIVE NEW FLOORING. THIS

INCLUDES DEMOLITION OF EXISTING TILE IF

PRESENT.

F. WHERE NEW WALL FINISHES ARE SCHEDULED,

PREPARE EXISTING SURFACE FOR NEW FINISHES.

THIS INCLUDES DEMOLITION OF EXISTING TILE IF

PRESENT.

G. WHERE EXISTING GYP BD CEILINGS RECEIVE NEW

PAINT, PREPARE EXISTING SURFACE FOR NEW

FINISHES.

1 ADD 01 11/04/2022

UP

DN

DN

DN

CORRIDOR

BC00

MECHANICAL

BC03

STORAGE

BC05

TELE/DATA

BC07

ELECTRICAL

BC08

CLEAN

LINEN

BC09

ELEVATOR

BCE1STAIR

BCA

MECHANICAL

BB02

CORRIDOR

BB00

MECHANICAL

BB14

MECHANICAL

BB15

MECHANICAL

BB05

LOBBY

BB06

CORRIDOR

BC00B

CORRIDOR

BC00C

TOILET

BC10

LOADING

DOCK

BC00D

ELECTRICAL

BC08B

ELECTRICAL

BC08A

CORRIDOR

BC00E

LOBBY

BC00F

ELEVATOR

BBE1

ELEVATOR

BBE2

FUTURE

ELEVATOR

BBE3

FUTURE

ELEVATOR

BBE4

BC09

AREA OF WORK

U L R

U L R

F

F

F

F

F

F

F

F

F

F

F

F

F

ULR01 ULR01 ULR01 ULR01 ULR01

ULR01

U L R

U L R

U L R

U L R

U L R

U L R

U L R

U L R

U L R

U L R

U L R

1 OFFICE

BC04

F

B C

9'-0"

ALIGN

CLR

6'-0"

F3.0

G3.0

G3.0

F3.0

PP

PP

G3.0

3'-9"

STORAGE

1C27

THERAPY

1C29

OFFICE

1C29A

HAC

1C25

TOILET

1C21A

THERAPY

1C16

KITCHEN

1C16A

ELEC

1C14

TELE/DATA

STAIR

1CA

STORAGE

1C33A

CLEAN

UTILITY

1C33SOILED

UTILITY

1C31

SOILED

LINEN

1C31B

MECH

1C31A

STORAGE,

TRASH

1C31C

STORAGE,

BIO-HAZ

1C31D

VESTIBULE

1C00C

CORRIDOR

1C00B

OFFICE

1C21

CORRIDOR

1C00A

AREA OF WORK

F

F

F

F

F

F

F

F

F

F

F

F

F

F

PP

PP 1C31B

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

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:

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

Spur Design 312 SW 25th Street Oklahoma City, OK 73109 405.842.6100 www.spur-design.com

Mechanical/Electrical/Plumbing:

Foresite Group, LLC 3740 Davinci Court, Suite 100 Peachtree Corners, GA 30092 770.368.1399 www.fg-inc.net

Structural:

/3 /2

:4

:3

P

M

A-101

BLDG 1 & BLDG 14 FLOOR PLANS -

PHASE 1

5 14LG/CK

EXPAND LINEN

DISTRIBUTION CENTER

SALT LAKE CITY VA MEDICAL CENTER

SALT LAKE CITY, UT 84148

NOVEMBER 04, 2022

100% CONSTRUCTION DOCUMENTS

660-18-24318-314

1, 7, 14

CK

0 4 8 16

NORTH

PLAN

01 1-HR ICRA BARRIER.

02 USE EXISTING OVERHEAD COILING DOOR

FOR CONSTRUCTION ACCESS.

05 USE EXISTING EXTERIOR DOOR FOR

CONSTRUCTION ACCESS.

06 PROVIDE WALL PROTECTION, BUMPER

GUARD AND HANDRAIL. MATCH MOUNTING

HEIGHTS OF EXISTING GUARDS AND RAILS IN

ADJACENT AREAS OF CORRIDOR.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

V A

N A

C C E

S

SI

B

L E

V A

N A

C C E

S

SI

B

L E

BLDG 7

BLDG 14

BLDG 1

TRUE

NORTH

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

BASEMENT FLOOR PLAN - BLDG 14

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

FIRST FLOOR PLAN - BLDG 1 0 4 8 16

NORTH

PLAN

EQUIPMENT SCHEDULE (BASIS OF DESIGN)

JSN Description Manufacturer Model Furnish/Install

A1030 LOCKER, 3-TIER REFER TO

SPECIFICATIONS

REFER TO SPECIFICATIONS CC

A5075 DISPENSER, SOAP, WALL-MOUNT N/A N/A VC

A5080 DISPENSER, PAPER TOWEL, WALL-MOUNT N/A N/A VC

A5212 BRACKET, TELEVISION, WALL-MOUNT N/A N/A VV

F0510 CART, SOILED LINEN N/A N/A VV

F0515 CART, CLEAN LINEN EXCHANGE N/A N/A VV

F3050A WHITEBOARD, LARGE N/A N/A VV

K4665 MICROWAVE N/A N/A VV

R7000 REFRIGERATOR, DOMESTIC N/A N/A VV

ULR01 RACK, CLEAN LINEN, 24"X72"X72" N/A N/A VV

1 ADD 01 11/04/2022

MAINTENANCE

BENCH

STOCK

BA06

STAIR

BA03

7 8 8.3 9.1 10 11 11.9 12

'G

W

X

Y

STAIR

BA01

MECH RM

BA02

ELEC

BA04

EQUIP

ROOM

BA05

Z

7.4 9.99

A-301

A-301

M8.1

M8.1

M8.1

A-501

VERIFY W/ MFR

10'-2" 4'-6"

V E

R

IF

Y W

M

F R

/2

M8.1

B A

ELEV MACH

BA07 01

7'-8"

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

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:

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

Spur Design 312 SW 25th Street Oklahoma City, OK 73109 405.842.6100 www.spur-design.com

Mechanical/Electrical/Plumbing:

Foresite Group, LLC 3740 Davinci Court, Suite 100 Peachtree Corners, GA 30092 770.368.1399 www.fg-inc.net

Structural:

/3 /2

:4

:3

P

M

A-102

BLDG 7 BASEMENT FLOOR PLAN -

PHASE 2

6 14LG/CK

EXPAND LINEN

DISTRIBUTION CENTER

SALT LAKE CITY VA MEDICAL CENTER

SALT LAKE CITY, UT 84148

NOVEMBER 04, 2022

100% CONSTRUCTION DOCUMENTS

660-18-24318-314

1, 7, 14

CK

0 4 8 16

NORTH

PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

V A

N A

C C E

S

SI

B

L E

V A

N A

C C E

S

SI

B

L E

BLDG 7

BLDG 14

BLDG 1

TRUE

NORTH

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

BASEMENT FLOOR PLAN - BLDG 7

01 NEW FLOOR SLAB INFILL. REFER TO

STRUCTURAL.

02 PIT LADDER.

03 SUMP PIT, 24"L X 24"W X 24"D, VERIFY

LOCATION W/ ELEVATOR MANUFACTURER.

A. COORDINATE ELEVATOR SHAFT AND PIT SIZES WITH

SELECTED ELEVATOR EQUIPMENT.

MAINTENANCE

BENCH

STOCK

1B02

HAC

1B03

TOILET,

MEN

1B04

ELEC

1B05

TOILET,

WOMEN

1B06

OFFICE,

DCSCO

1B07

CORRIDOR

1B00A

STAIR

1BA

SHOWER/LOCKER

1B06A

SHOWER/LOCKER

1B04A

HAC

1B02A

1B02B

OFFICE

WAREHOUSE

1B01

CONFERENCE

1B01A

ENTRY

1B00

TELE/DATA

1B08

CORRIDOR

1C00

RECEIVING/WAREHOUSE

1C01

OFFICE,

WILL CALL

1C02

STORAGE

(EQUIP)

1C03

OFFICE

1C04

VAULT

1C05

BREAKROOM

1C06

TOILET/SHOWER

1C07

HAC

1C08TELE/DATA

1C10

ELEC

1C12

MECHANICAL

1C01A

WILL CALL

1C02A

WAREHOUSE

1C09

WAREHOUSE

1C09A

WAREHOUSE

1C09B

LOCKERS

1C09C

WAREHOUSE

1C09D

WAREHOUSE

1C09E

AREA OF WORK

7 8 8.3 9.1 10 11 11.9 12 12.9 13 14

'S

'A

'B

'C

'E

'G

W

X

Y

CHECK

OUT

1B02C

Z

OFFICE,

CSCO

1B07A

1B02E

OIT CLOSET

1B02F

OFFICE, MGMT

ANALYSIS

BREAK

ROOM

1B01C

LOGISTICS

ADMIN

1B20

1B02F

1B02E

1B02B

1B07A

B

B

E

B

C

CORRIDOR

1B01B

7.4 9.99

'T

/8

A L

IG

N

2'-5 5/8"

1'-10 3/4" TYP.

/2

T Y

P

22'-0 7/8"

6" FROM CORNER

A-301

A-301

1B01B

A-501

2'-4"

M8.1

G3.0

G3.0

G3.0

G3.0

G3.0

G3.0

F3050A

A5212

A-401

R7000

A5080

A5075 K4665

A1030

S4.1

A-501

VERIFY W/ MFR

10'-2" 4'-6"

V E

R

IF

Y W

M

F R

/2

M8.1

M8.103

1'-0"

5'-0"

ALIGN

1B02G

1B02G

OFFICE, MGMT

ANALYSIS

G3.0

VIF

D=48"

VIF

D=48"

VIF

D=60"

2'-0" VIF

V

IF

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

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:

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

Spur Design 312 SW 25th Street Oklahoma City, OK 73109 405.842.6100 www.spur-design.com

Mechanical/Electrical/Plumbing:

Foresite Group, LLC 3740 Davinci Court, Suite 100 Peachtree Corners, GA 30092 770.368.1399 www.fg-inc.net

Structural:

/3 /2

:4

:3

P

M

A-103

BLDG 7 FIRST FLOOR PLAN - PHASE 2

7 14LG/CK

EXPAND LINEN

DISTRIBUTION CENTER

SALT LAKE CITY VA MEDICAL CENTER

SALT LAKE CITY, UT 84148

NOVEMBER 04, 2022

100% CONSTRUCTION DOCUMENTS

660-18-24318-314

1, 7, 14

CK

0 4 8 16

NORTH

PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

V A

N A

C C E

S

SI

B

L E

V A

N A

C C E

S

SI

B

L E

BLDG 7

BLDG 14

BLDG 1

TRUE

NORTH

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

FIRST FLOOR PLAN - BLDG 7

01 INFILL TRENCH WITH CONCRETE.

02 MASONRY CONTROL JOINT

03 NEW FLOOR SLAB INFILL. REFER TO

STRUCTURAL.

04 INFILL WATER PITS WITH CONCRETE.

05 SHOWER WALLS SHALL RECEIVE TILE FINISH

PER DETAIL 7/IF001

06 INFILL SLAB OPENING WITH CONC SLAB

OVER NEW GRANULAR BASE AND VAPOR

BARRIER, FLUSH WITH EXISTING SLAB.

DOWEL INTO EXISTING SLAB.

07 EXISTING SCALE TO REMAIN. COORDINATE

FLOOR FINISH FLUSH TO EDGE OF SCALE

FRAME.

08 EXISTING DOCK LEVELER TO REMAIN.

COORDINATE FLOOR FINISH FLUSH TO EDGE

OF FRAME.

EQUIPMENT SCHEDULE (BASIS OF DESIGN)

JSN Description Manufacturer Model Furnish/Install

A1030 LOCKER, 3-TIER REFER TO

SPECIFICATIONS

REFER TO SPECIFICATIONS CC

A5075 DISPENSER, SOAP, WALL-MOUNT N/A N/A VC

A5080 DISPENSER, PAPER TOWEL, WALL-MOUNT N/A N/A VC

A5212 BRACKET, TELEVISION, WALL-MOUNT N/A N/A VV

F0510 CART, SOILED LINEN N/A N/A VV

F0515 CART, CLEAN LINEN EXCHANGE N/A N/A VV

F3050A WHITEBOARD, LARGE N/A N/A VV

K4665 MICROWAVE N/A N/A VV

R7000 REFRIGERATOR, DOMESTIC N/A N/A VV

ULR01 RACK, CLEAN LINEN, 24"X72"X72" N/A N/A VV

A. COORDINATE ELEVATOR SHAFT AND PIT SIZES WITH

SELECTED ELEVATOR EQUIPMENT.

1 ADD 01 11/04/2022

CRICKET/TAPERED INSULATION

INDICATES ROOF SLOPE

SLOPE: 1/4"

7 8 8.3 9.1 10 11 11.9 12 12.9 13 14

'S

'A

'B

'C

'E

'G

W

X

Y

Z

7.4 9.99

'T

S L O

P E

SLOPE

S L O

P E

SLOPE

SLOPE

SLOPE

S L O

P E

S L O

P E

A-401

A-301 _____ 3

A-301

A-301 _____4

A-301

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

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.

Spur Design 312 SW 25th Street Oklahoma City, OK 73109 405.842.6100 www.spur-design.com

Mechanical/Electrical/Plumbing:

Foresite Group, LLC 3740 Davinci Court, Suite 100 Peachtree Corners, GA 30092 770.368.1399 www.fg-inc.net

Structural:

/3 /2

:4

:3

P

M

A-104

BLDG 7 ROOF PLAN - PHASE 2

8 14LG/CK

EXPAND LINEN

DISTRIBUTION CENTER

SALT LAKE CITY VA MEDICAL CENTER

SALT LAKE CITY, UT 84148

NOVEMBER 04, 2022

100% CONSTRUCTION DOCUMENTS

660-18-24318-314

1, 7, 14

CK

0 4 8 16

NORTH

PLAN

ROOF LEGEND

01 NEW MECHANICAL EQUIPMENT, COORDINATE

W/ EXISTING ROOFING.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

V A

N A

C C E

S

SI

B

L E

V A

N A

C C E

S

SI

B

L E

BLDG 7

BLDG 14

BLDG 1

TRUE

NORTH

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

ROOF PLAN - BLDG 7

A. COORDINATE WITH MECHANICAL DRAWINGS FOR

NEW MECHANICAL UNIT SIZE AND INSTALLATION.

B. MECHANICAL UNIT CURB IS ON RAISED SUPPORTS,

ALLOWING WATER TO FLOW BELOW THE

MECHANICAL UNIT.

C. CUT EXISTING ROOF AS REQUIRED FOR NEW CURB

SUPPORTS. SUPPORTS SHALL ALIGN WITH

EXISTING STRUCTURAL JOISTS, AS SHOWN ON

STRUCTURAL DRAWINGS.

D. PATCH ROOFING AND ROOF INSULATION AROUND

NEW CURB SUPPORTS TO WATERTIGHT CONDITION.

SUPPORTS SHALL HAVE PREFORMED BOOTS

SIMILAR TO 12/A-501.

E. PROVIDE TEMPORARY WEATHER PROTECTION AS

REQUIRED DURING INSTALLATION OF MECHANICAL

CURB SUPPORTS.

1 ADD 01 11/04/2022

AREA OF WORK

CLEAN

LINEN

BC09

AREA OF WORK

SOILED

LINEN

1C31B

REFLECTED CEILING PLAN

LEGEND

DENOTES GWB

SOFFIT/CEILING

CEILING HEIGHT

DESIGNATION

(WHEN HEIGHT

VARIES FROM

TYPICAL)

LIGHT FIXTURE

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF

EGRESS)

SUPPLY DIFFUSER

RETURN GRILL

PENDANT

MOUNTED LIGHT

DOWN LIGHT

FIXTURE

A.F.F.10' 6"

PERIMETER

RECESSED WALL

SLOT LIGHT FIXTURE

FIRE ALARM

STROBE

FAA

FIRE ALARM

ANNUCIATOR

F

FIRE ALARM PULL

STATION

FIRE ALARM

STROBE LIGHT

S

H

HEAT DETECTOR

SMOKE DETECTOR

SPRINKLER HEAD

LIGHT FIXTURE

A. ACCESS PANELS ARE NOT PERMITTED IN

SOFFITS, CHECK ALL VALVES, FIRE DAMPERS,

REHEAT BOXES, ETC. FOR ACCESS POINTS.

ARRANGE FIRE AND SMOKE DAMPER ACCESS

FROM NON-CORRIDOR SIDE.

B. LIGHTS, DIFFUSERS, EXIT SIGNAGE,

SPRINKLER HEADS, AND SMOKE DETECTORS

MUST BE CENTERED IN CEILING PANELS IN

WHICH THEY OCCUR.

C. PAINT CUT EDGES OF ACT TO MATCH CEILING

TILE WHERE EXPOSED TO VIEW.

D. MEASURE EACH CEILING AREA AND

ESTABLISH A CEILING LAYOUT TO BALANCE

BORDER WIDTHS AT OPPOSITE EDGES OF

EACH ROOM.

E. REVIEW CEILING LAYOUT AS SHOWN AND

NOTIFY VA COR OF ANY CONFLICTS BEFORE

PROCEEDING WITH CONSTRUCTION

F. ALL CEILINGS AT 8'-0'' A.F.F, UNLESS NOTED

OTHERWISE.

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

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.

Spur Design 312 SW 25th Street Oklahoma City, OK 73109 405.842.6100 www.spur-design.com

Mechanical/Electrical/Plumbing:

Foresite Group, LLC 3740 Davinci Court, Suite 100 Peachtree Corners, GA 30092 770.368.1399 www.fg-inc.net

Structural:

/3 /2

:4

:4

P

M

AC101

BLDG 1 & BLDG 14 REFLECTED CEILING

PLANS - PHASE 1

9 14LG/CK

EXPAND LINEN

DISTRIBUTION CENTER

SALT LAKE CITY VA MEDICAL CENTER

SALT LAKE CITY, UT 84148

NOVEMBER 04, 2022

100% CONSTRUCTION DOCUMENTS

660-18-24318-314

1, 7, 14

CK

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

V A

N A

C C E

S

SI

B

L E

V A

N A

C C E

S

SI

B

L E

BLDG 7

BLDG 14

BLDG 1

TRUE

NORTH

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

FIRST FLOOR REFLECTED CEILING PLAN - BLDG. 14

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

SECOND FLOOR REFLECTED CEILING PLAN - BLDG. 1 0 4 8 16

NORTH

PLAN

0 4 8 16

NORTH

PLAN

7 8 8.3 9.1 10 11 11.9 12 12.9 13 14

'S

'A

'B

'C

'E

'G

W

X

Y

Z

7.4 9.99

'T

AREA OF WORK

A-301

A-301

A-301 _____3

A-301

9' - 0"

9' - 0"

7' - 8"

A. ACCESS PANELS ARE NOT PERMITTED IN

SOFFITS, CHECK ALL VALVES, FIRE DAMPERS,

REHEAT BOXES, ETC. FOR ACCESS POINTS.

ARRANGE FIRE AND SMOKE DAMPER ACCESS

FROM NON-CORRIDOR SIDE.

B. LIGHTS, DIFFUSERS, EXIT SIGNAGE,

SPRINKLER HEADS, AND SMOKE DETECTORS

MUST BE CENTERED IN CEILING PANELS IN

WHICH THEY OCCUR.

C. PAINT CUT EDGES OF ACT TO MATCH CEILING

TILE WHERE EXPOSED TO VIEW.

D. MEASURE EACH CEILING AREA AND

ESTABLISH A CEILING LAYOUT TO BALANCE

BORDER WIDTHS AT OPPOSITE EDGES OF

EACH ROOM.

E. REVIEW CEILING LAYOUT AS SHOWN AND

NOTIFY VA COR OF ANY CONFLICTS BEFORE

PROCEEDING WITH CONSTRUCTION

F. ALL CEILINGS AT 8'-0'' A.F.F, UNLESS NOTED

OTHERWISE.

REFLECTED CEILING PLAN

LEGEND

DENOTES GWB

SOFFIT/CEILING

CEILING HEIGHT

DESIGNATION

(WHEN HEIGHT

VARIES FROM

TYPICAL)

LIGHT FIXTURE

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF

EGRESS)

SUPPLY DIFFUSER

RETURN GRILL

PENDANT

MOUNTED LIGHT

DOWN LIGHT

FIXTURE

A.F.F.10' 6"

PERIMETER

RECESSED WALL

SLOT LIGHT FIXTURE

FIRE ALARM

STROBE

FAA

FIRE ALARM

ANNUCIATOR

F

FIRE ALARM PULL

STATION

FIRE ALARM

STROBE LIGHT

S

H

HEAT DETECTOR

SMOKE DETECTOR

SPRINKLER HEAD

LIGHT FIXTURE

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

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.

Spur Design 312 SW 25th Street Oklahoma City, OK 73109 405.842.6100 www.spur-design.com

Mechanical/Electrical/Plumbing:

Foresite Group, LLC 3740 Davinci Court, Suite 100 Peachtree Corners, GA 30092 770.368.1399 www.fg-inc.net

Structural:

/3 /2

:4

:4

P

M

AC103

BLDG 7 FIRST FLOOR REFLECTED

CEILING PLAN - PHASE 2

10 14LG/CK

EXPAND LINEN

DISTRIBUTION CENTER

SALT LAKE CITY VA MEDICAL CENTER

SALT LAKE CITY, UT 84148

NOVEMBER 04, 2022

100% CONSTRUCTION DOCUMENTS

660-18-24318-314

1, 7, 14

CK

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

V A

N A

C C E

S

SI

B

L E

V A

N A

C C E

S

SI

B

L E

BLDG 7

BLDG 14

BLDG 1

TRUE

NORTH

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

1ST FLOOR REFLECTED CEILING PLAN - BLDG 7 0 4 8 16

NORTH

PLAN

01 NO CEILING.

BLDG 7 - 1ST FLOOR

-10' - 0"

BLDG 7 - BASEMENT

-22' - 0"

BLDG 7 - HIGH ROOF

10' - 8"

X 2

A-301

_____ FIRESTOPPING AS REQUIRED

TO MAINTAIN RATING

ELEVATOR DOOR FRAME

8" CMU, PAINTED

11 1/2"

ELEVATOR SILL

CONC. FILL

CUT CMU AS REQUIRED TO

CONTINUE SLAB

1/2" FIBER REINFORCED JOINT

FILLER

EXISTING FOUNDATION WALL

1/2" FIBER - REINFORCED

JOINT FILLER

CONC SLAB ON GRADE,

REF TO STRUCTURAL

A-501

A-501

A-501

Sim

PAINTED STEEL PIT LADDER, MIN. 1/4"X2"

VERTICAL BARS AND 1" DIA RUNGS

DAMPPROOFING

STEEL ANGLE, REFER TO

STRUCTURAL

COORDINATE SUMP PUMP

W/ PLUMBING DWGS.

M8.1

M8.1

CONC PIT WALL AND SLAB,

REFER TO STRUCTURAL

CONCRETE SLAB INFILL ON METAL

DECK, REF TO STRUCTURAL

1'-6"

T Y

P

BACKFILL PER STRUCTURAL NOTES

1-HOUR HORIZONTAL SHAFTWALL

SYSTEM TO BE INSTALLED TO

SEPARATE ELEVATOR SHAFT FROM

EXISTING ROOF DRAIN LEADER

EXISTING ROOF SYSTEM

OVER METAL DECK

CUT CMU TO REDUCE GAP TO

BETWEEN CMU AND ROOF DECK TO

2" OR LESS

EXISTING STEEL BEAM

BLDG 7 - 1ST FLOOR

-10' - 0"

BLDG 7 - BASEMENT

-22' - 0"

BLDG 7 - HIGH ROOF

10' - 8"

11.9

A-301

8" CMU, PAINTED

EXISTING FOUNDATION WALL

1/2" FIBER - REINFORCED JOINT

FILLER

EXISTING SLAB

CONCRETE SLAB INFILL

ON METAL DECK, REF TO

STRUCTURAL

DAMPPROOFING

STEEL CHANNEL. REF TO

STRUCTURAL

STEEL ANGLE CLOSURE AND

BRACING, REF TO STRUCTURAL

M8.1 M8.1

CONC PIT WALL AND SLAB,

REFER TO STRUCTURAL

FIRESTOPPING AS REQUIRED

TO MAINTAIN RATING

CONC SLAB ON GRADE,

REF TO STRUCTURAL

BACKFILL PER STRUCTURAL NOTES

1-HOUR HORIZONTAL SHAFTWALL

SYSTEM TO BE INSTALLED TO

SEPARATE ELEVATOR SHAFT FROM

EXISTING ROOF DRAIN LEADER

EXISTING ROOF SYSTEM

OVER METAL DECK

CUT CMU TO REDUCE GAP TO

BETWEEN CMU AND ROOF DECK TO

2" OR LESS

9.19

REMOVE EXISTING WINDOW

EXISTING WALL TO REMAIN

EXISTING FLASHING TO REMAIN

THE PURPOSE OF REMOVING THE EXISTING

WINDOW IS TO ACCOMMODATE NEW

DUCTWORK FROM A NEW AHU. COORDINATE

WHICH WINDOW TO REMOVE WITH

MECHANICAL WORK.

EXISTING ROOF TO REMAIN

9.19

EXISTING WALL TO REMAIN

EXISTING FLASHING TO REMAIN

CONTRACTOR TO COORDINATE THE

INSTALLATION OF THE DUCTWORK AND

BLANK-OFF PANELS TO ENSURE WEATHER-

TIGHT CONSTRUCTION.

EXISTING ROOF TO REMAIN

NEW STAINLESS STEEL

FLASHING THROUGH WALL

CONT SEALANT BETWEEN

FLASHING AND DUCT, ALL SIDES

FIRE-RETARDANT PRESSURE

TREATED WOOD BLOCKING, ALL SIDES

FIRE-RETARDANT PRESSURE TREATED

WOOD BLOCKING, ALL SIDES

NEW STAINLESS STEEL

FLASHING THROUGH WALL

CONT SEALANT BETWEEN

FLASHING AND DUCT, ALL SIDES

DUCT, REF MECH DWGS

ROCK WOOL INSULATION, FIT TIGHT AND

SEAL EDGES TO MASONRY AND DUCT

ROCK WOOL INSULATION, FIT TIGHT AND

SEAL EDGES TO MASONRY AND DUCT

RUBBERIZED ASPHALT FLASHING

WRAPPED AROUND BLOCKING AND

SEALED TO MASONRY

CONT SEALANT

FIRE-RETARDANT PRESSURE

TREATED WOOD BLOCKING, ALL SIDES

NEW STAINLESS STEEL

FLASHING THROUGH WALL

CONT SEALANT BETWEEN

FLASHING AND DUCT, ALL SIDES

DUCT, REF MECH DWGS

ROCK WOOL INSULATION, FIT TIGHT AND

SEAL EDGES TO MASONRY AND DUCT

CONT SEALANT BETWEEN

FLASHING AND MASONRY

CONT SEALANT BETWEEN

FLASHING AND DUCT, ALL SIDES

CONT SEALANT BETWEEN

FLASHING AND MASONRY

ROCK WOOL INSULATION, FIT TIGHT AND

SEAL EDGES TO MASONRY AND DUCT

CONT SEALANT BETWEEN

FLASHING AND DUCT, ALL SIDES

RUBBERIZED ASPHALT FLASHING

WRAPPED AROUND BLOCKING AND

SEALED TO MASONRY

RUBBERIZED ASPHALT FLASHING

WRAPPED AROUND BLOCKING AND

SEALED TO MASONRY

J-RUNNER, EA SIDE

1" GYP LINER PANEL

C-H STUD

(2) LAYERS 5/8" GYP BD

EXISTING FLOOR STRUCTURE

EXISTING FLOOR STRUCTURE

OPTION 1: INFILL BETWEEN SLAB

J-RUNNER, EA SIDE

1" GYP LINER PANEL

C-H STUD

(2) LAYERS 5/8" GYP BD

EXISTING FLOOR STRUCTURE

EXISTING FLOOR STRUCTURE

OPTION 2: SET BELOW SLAB

FIRESTOPPING SEALANT

PROVIDE A COMPLETE

SYSTEM PER MFR'S

INSTRUCTIONS

PROVIDE A COMPLETE

SYSTEM PER MFR'S

INSTRUCTIONS

FIRESTOPPING SEALANT

Revisions: Date

Drawing Title

Approved: Project Director

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.

Spur Design 312 SW 25th Street Oklahoma City, OK 73109 405.842.6100 www.spur-design.com

Mechanical/Electrical/Plumbing:

Foresite Group, LLC 3740 Davinci Court, Suite 100 Peachtree Corners, GA 30092 770.368.1399 www.fg-inc.net

Structural:

/3 /2

:4

:3

P

M

A-301

SECTIONS

11 14LG/CK

EXPAND LINEN

DISTRIBUTION CENTER

SALT LAKE CITY VA MEDICAL CENTER

SALT LAKE CITY, UT 84148

NOVEMBER 04, 2022

100% CONSTRUCTION DOCUMENTS

660-18-24318-314

1, 7, 14

CK

Scale: 3/8" = 1'-0"

SECTION AT ELEVATOR - NORTH-SOUTH - BLDG 7

Scale: 3/8" = 1'-0"

SECTION AT ELEVATOR - EAST-WEST - BLDG 7

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

DEMOLITION SECTION AT WINDOW FOR HVAC

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

SECTION AT WINDOW FOR HVAC

0 1 2

0 1 2

0 21 4 0 21 4Scale: 3/4" = 1'-0"

PLAN DETAIL AT HVAC PENETRATION

0 1 2

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

TYPICAL HORIZONTAL SHAFTWALL INFILL DETAIL

1 ADD 01 11/04/2022

DOOR

FACE OF SHIM TO BE

PAINTED BLACK

WALL

SLOPED FILLER PANEL

SEE ELEVATIONS

FOR LOCATIONS

NOTE: SEE MILLWORK

GENERAL NOTES FOR

CABINET CONSTRUCTION

/2

6"

FINISH TO MATCH

CABINET DOOR

DOOR

4" WIRE PULL

FINISH FASCIA PANEL

BLOCKING AS REQ'D.

FINISH EXPOSED SURFACES

1"

/4

BACK PANEL

1' - 0" 1"

1' - 1"

BASE AS SCHEDULE

NOTE: SEE MILLWORK

GENERAL NOTES FOR

CABINET CONSTRUCTION

WOOD BLOCKING

INTERIOR FINISH-

MELAMINE U.N.O.

3"

4"

SOLID SURFACE

SEALANT

SUBSTRATE

BACKSPLASH -

ENDSPLASH WHERE

MILLWORK ABUTS

WALL

CONTINUOUS

SEALANT TO MATCH SOLID

SURFACE COLOR

NOTE: SEE MILLWORK

GENERAL NOTES FOR

CABINET CONSTRUCTION

VARIES - SEE PLAN

BULLNOSE EDGE

1"

/2

BACKER SHEET (TYP)

FOR UNEXPOSED SURFACES

MOUNT OUTLET IN MILLWORK;

COORDINATE WITH ELECTRICAL

MICROWAVE. VERIFY SIZE AND

MANF. INSTALLATION PRIOR TO

FABRICATION OF MILLWORK TO

CONFIRM SHELF DEPTH REQUIRED

BY MICROWAVE.

3"

/8

/8

V A

R

IE

S

S E

E E

L E

V A

T

IO

N

BACKSPLASH-ENDSPLASH

WHERE MILLWORK ABUTS

WALL

CONTINUOUS CAULK

4" WIRE PULL CENTERED

HORIZONTALLY ON DRAWER

SCHEDULED BASE

PROVIDE MILLWORK WITH MATCHING FINISH ON

INTERIOR AND EXTERIOR SURFACES

2' - 0"

WOOD BLOCKING

SCHEDULED BASE

2" WIDE FILLET OVER EACH

LONGITUDINAL BRACE AND ALL

SIDE/END PANELS

BACKSPLASH-

ENDSPLASH

WHERE MILLWORK

ABUTS WALL

NOTE: SEE MILLWORK

GENERAL NOTES FOR

CABINET CONSTRUCTION

V A

IR

E

S S

E E

E L

E V

A T

IO

N

U.N.O.

2' - 0"

CONTINUOUS CAULK

/2

MAX.

9" LC DRAIN

REFER TO PLUMBING

DRAWINGS FOR SINK AND

FAUCET WORK

REMOVABLE RADIUS PANEL

ON "Z" CLIPS OR HINGED,

TO BE FACED IN PLASTIC

LAMINATE

6"

M

IN

LINE OF STRAIGHT

PANEL BEYOND

8" MIN

11" MIN

BLOCKING AS REQUIRED

ADJUSTABLE SHELVES,

SEE ELEVATIONS FOR QUANTITY

DOORS FACED IN PLASTIC LAMINATE

TO MATCH BASE CABINET BELOW, U.N.O.

RECESSED STANDARDS

BACK PANEL TO BE FACED IN MELAMINE

ANGLED FILLER PANEL (WHERE INDICATED)

V A

R

IE

S

S E

E E

L E

V A

T

IO

N

WIRE PULL

1'-3"

BLDG 7 - 1ST FLOOR

-10' - 0"

A1030

A5080

A5075

K4665

R7000

4 EQ

6'-3" 9'-10 3/4"

2'-9" 3'-6"

A-401

A-401 _____ 7

A-401

Revisions: Date

Drawing Title

Approved: Project Director

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.

Spur Design 312 SW 25th Street Oklahoma City, OK 73109 405.842.6100 www.spur-design.com

Mechanical/Electrical/Plumbing:

Foresite Group, LLC 3740 Davinci Court, Suite 100 Peachtree Corners, GA 30092 770.368.1399 www.fg-inc.net

Structural:

/3 /2

:4

:3

P

M

A-401

CASEWORK ELEVATIONS AND DETAILS

12 14LG/CK

EXPAND LINEN

DISTRIBUTION CENTER

SALT LAKE CITY VA MEDICAL CENTER

SALT LAKE CITY, UT 84148

NOVEMBER 04, 2022

100% CONSTRUCTION DOCUMENTS

660-18-24318-314

1, 7, 14

CK

Scale: 3" = 1'-0"

WALL CABINET - SLOPED FILLER PANEL DETAIL

Scale: 3" = 1'-0"

WALL CABINET - WIRE PULL DETAIL

Scale: 3" = 1'-0"

BASE CABINET - TOE KICK DETAIL

Scale: 6" = 1'-0"

BASE CABINET BULLNOSE DETAIL

Scale: 1" = 1'-0"

BASE CABINET - DRAWER AND MICROWAVE SHELF

Scale: 1" = 1'-0"

BASE CABINET - SINK W/ECLOSED- APRON -ADA

Scale: 1" = 1'-0"

WALL CABINET - DOORS W/ SLOPED TOP

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

BREAKROOM

0 2 4 8 0 2"1" 3"

0 4"2" 8"

0 4"2" 8"

0 4"2" 8"0 1 2

0 1 2

0 1 2

+/- 10" COORD. W/ MFR.

2"

CON'T SEALANT ALL

AROUND

ELEVATOR DOOR

JAMB. COORD. FINAL

SHAPE W/ MFR.

1 1/2"

CONCRETE WALL

COORDINATE R.O.

SIZE WITH VENDOR

AND COR. INFILL

MUST MEET 2-HR

RATING

CONCRETE

WALL

2"

R

/2

COORDINATE

R.O. SIZE WITH

VENDOR AND

COR. INFILL

MUST MEET 2-

HR RATING

BLDG 7 - 1ST FLOOR

-10' - 0"

W

EXISTING DRAINAGE TRENCH.

F R

O M

T

O

D E

P T

H T

A P

E R

S

FILL TRENCH W/

CONCRETE

EXISTING SLAB

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

SEALANT 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

REINFORCEMENT -

SEE STRUCTURAL

8" CMU LINTEL - SEE

STRUCTURAL

DOOR & FRAME -

SEE SCHEDULE

CAULK BOTH

SIDES (TYP)

GROUT FRAME

SOLID

SEE DOOR

SCHEDULE

CAULK BOTH SIDES OF

DOOR - CONTINUOUS

8" CMU, FULLY

GROUTED

DOOR & FRAME - SEE

DOOR SCHEDULE

REINFORCEMENT - SEE

STRUCTURAL

GROUT FRAME

SOLID

BULLNOSE

CORNERS - TYPICAL

EXTRUDED

ALUMINUM SILL WITH

LEVELING

BRACKETS. FINAL

HT.

5" BY 5" STEEL

ANGLE BOLTED TO

SLAB EDGE. COORD

FINAL SIZE WITH

MFR.

VERIFY FLOOR

THICKNESS PRIOR

TO INSTALLATION

OF SILL.

FIRE SEALANT

FLOOR SLAB

CEILING

FIRE RATED

GYP WALL BD (5/8")

STEEL CH STUDS (2 1/2")

SHAFTWALL LINER

PANEL (1")

UNDERSIDE OF

STRUCTURE

*FIRESTOP ALL

PENETRATIONS

TYPE S2.1, (1-HR)

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

STC-42

UL-U415 1 HOUR & 2 HOUR

/8

S2.2 (2-HR) SIMILAR W/ TWO (2)

LAYERS OF FIRE RATED GYP

WALL BD (5/8")

S4.1 (1-HR) SIMILAR W/ STEEL

CH STUDS (4")

S4.2 (2-HR) SIMILAR W/ TWO (2)

LAYERS OF FIRE RATED GYP

WALL BD (5/8") AND STEEL CH

STUDS (4")

SHAFTWALL LINER

PANEL (1")

FIRE-RATED SEALANT

SYSTEM

BASE AS SCHEDULED

CEILING

STEEL STUDS (3 5/8")

UNDERSIDE OF STRUCTURE

GYP WALL BD (5/8")

SEALANT

FLOOR SLAB

SEALANT

*SEAL ALL

PENETRATIONS WITH

SEALANT

TYPE G3.0

SCALE: 1-1/2"=1'-0"STC-49 SA870717

/8

G2.0 SIMILAR

WITH 2 1/2" STUDS

G4.0 SIMILAR

WITH 4" STUDS

G1.0 SIMILAR

WITH 1 5/8" STUDS

G6.0 SIMILAR

WITH 6" STUDS

SOUND ATTENUATION

INSULATION

BASE AS SCHEDULED

SEALANT

FLOOR SLAB

GYP WALL BD (5/8")

STEEL STUDS (3 5/8")

CEILING

UNDERSIDE OF STRUCTURE

F2.0 SIMILAR

WITH 2 1/2" STUDS

SEALANT

TYPE F3.0

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

/8

F4.0 SIMILAR

WITH 4" STUDS

F1.0 SIMILAR

WITH 1 5/8" STUDS

BASE AS SCHEDULED

F0.0 SIMILAR

WITH 7/8" HAT CHANNELS

STEEL STUDS

GYP WALL BD

SEALANT

WALL CONTROL JOINT

SCALE: 3"=1'-0"

VERTICAL CONTROL JOINT

AT 30' O.C. MAX. UNLESS

NOTED OTHERWISE

INSTALL CONTROL JOINTS AT

GYPSUM BOARD WALLS AND

SOFFITS

3/ 8"

FLOOR SLAB

FIRE SEALANT

STEEL STUDS (3 5/8")

@ 16" ON CENTER

FIRE RATED GYP WALL

BD (5/8")

CEILING

UNDERSIDE OF STRUCTURE

*FIRESTOP ALL

PENETRATIONS

TYPE G3.1, (1-HR)

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

STC-49 SA870717

UL-U419 1 HOUR

/8

G4.1 SIMILAR

WITH 4" STUDS

G6.1 SIMILAR

WITH 6" STUDS

GLASS FIBER OR MINERAL

WOOL INSULATION

FIRE-RATED SEALANT SYSTEM

BASE AS SCHEDULED

*FIRESTOP ALL

PENETRATIONS

WALL PRIORITY PLAN & LEGEND

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

2- H

R R

A

TE

D W

A

LL

NON-RATED

WALL

RATED WALL

N O

N -R

A

TE

D

W A

LL

1-HR RATED

WALL

2-HR RATED

WALL

1-HR RATED

WALL

ONE (1)

LAYER OF

GYP. BD. AT

1-HR RATED

WALL

HOLLOW METAL FRAME

JAMB STUDS AS

REQUIRED

HIGHER PRIORITY WALL

METAL STUDS AS

PRESCRIBED

TWO-HOUR FIRE & SMOKE BARRIER

TWO-HOUR FIRE BARRIER

TWO-HOUR SHAFT WALL

ONE-HOUR FIRE & SMOKE BARRIER

ONE-HOUR FIRE BARRIER

SMOKE PARTITION

NON-RATED WALL

PRIORITY 1 (HIGHEST)

PRIORITY 2

PRIORITY 2

PRIORITY 3

PRIORITY 4

PRIORITY 5

PRIORITY 6 (LOWEST)

WALL PRIORITY LEGEND

2" M

A X

2" MAX.

3/8" NOM. MORTAR

THICKNESS. STAGGER

VERTICAL JOINTS

FLOOR SLAB

8" CONCRETE MASONRY

UNIT: D-2 (2 HR)

UNDERSIDE OF FLOOR OR

ROOF ASSEMBLY PER U.L.

DESIGN NUMBER

SEALANT SYSTEM COMPLIANT

WITH UL# HW-D-0030

TYPE M8.1

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

M8.0 SIMILAR

WITH NON-RATED CMU AND

NON-RATED SEALANT AT

TOP.

M A

X

1"

UL U905

SEALANT SYSTEM

COMPLIANT WITH UL# WW-

D-0022

M A

T E

R

IA

L M

A Y

V A

R Y

S

E E

F

LO

O R

P

LA

N

*FIRESTOP ALL

PENETRATIONS

CEILING

STEEL STUDS (3 5/8")

UNDERSIDE OF STRUCTURE

GYP WALL BD (5/8")

FLOOR SLAB

SEALANT

*SEAL ALL

PENETRATIONS WITH

SEALANT

TYPE G3.0H

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

/8

ANGLE BRACING TO

STRUCTURE @ 4' O.C.

G2.0H SIMILAR

WITH 2 1/2" STUDS

G4.0H SIMILAR

WITH 4" STUDS

SOUND ATTENUATION

INSULATION

G1.0H SIMILAR

WITH 1 5/8" STUDS

STC-49 SA870717

G6.0H SIMILAR

WITH 6" STUDS

BASE AS SCHEDULED

BLDG 7 - 1ST FLOOR

-10' - 0"

W

EXISTING WATER PIT

CONC SLAB, REF TO

STRUCTURAL

EXISTING SLAB

6'-8" VIF

FILL PIT W/ SOIL, REF TO

STRUCTURAL

6"

C E

IL

IN

G P

LA

N

V A

R

IE

S

S E

E R

E F

LE

C

T E

D

METAL STUDS @ 16" O.C.

BRACED TO STRUCTURE

ABOVE

5/8" GYP BD

CEILING AS SCHEDULED

CONTINUOUS CORNER

BEAD

SHEET METAL ENCLOSURE

WITH REMOVABLE TOP -

CROSSBREAK OR SLOPE

FOR DRAINAGE

INSULATE VOID

TO PREVENT

CONDENSATION

SHEET METAL OR

FLEX-TUBE COLLAR

SLOPE PIPES DOWN AND

AWAY FROM HOOD

REMOVABLE SHEET METAL

COUNTERFLASHING

ROOF DECK

THERMOSET ROOF MEMBRANE

ROOF SYSTEM VARIES

GASKETED FASTENERS

MINIMUM TWO FASTENERS

PER SIDE

SHEET METAL

FLASHING RECEIVER

WOOD NAILERS AND CURB

MIN. 4'' CLEARANCE

FROM PIPE TO TOP OF CURB -

MIN. 2'' BETWEEN PIPES

PITCH POCKETS ARE NOT ACCEPTABLE.

REINFORCED MEMBRANE

ATTACHMENT STRIP WITH

SEAM PLATES AND

FASTENERS

FLASHING MEMBRANE 8"

MIN. HEIGHT

ENCLOSURE FOR MULTIPLE PIPING/CONDUIT

PIPES/CONDUITS SHALL HAVE A

MINIMUM OF 12 INCHES OF

CLEARANCE ON ALL SIDES FROM

WALLS, CURBS, AND OTHER

PROJECTIONS FOR PROPER

FOR MULTIPLE PIPE/CONDUIT

PENETRATIONS WHERE 12"

CLEARANCE IS UNAVAILABLE, SEE ROOF DECK

ROOF SYSTEM VARIES

ROOF MEMBRANE

BASE MEMBRANE

ATTACHMENT

SEALANT

PREFABRICATED

MEMBRANE FLASHING 8''

MIN. HEIGHT

SEALANT BETWEEN

PIPE/CONDUIT AND

PREFABRICATED

MEMBRANE FLASHING

PIPE/CONDUIT

DRAWBAND

SEALANT

FLASHING FOR INDIVIDUAL PIPING/CONDUIT

Revisions: Date

Drawing Title

Approved: Project Director

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.

Spur Design 312 SW 25th Street Oklahoma City, OK 73109 405.842.6100 www.spur-design.com

Mechanical/Electrical/Plumbing:

Foresite Group, LLC 3740 Davinci Court, Suite 100 Peachtree Corners, GA 30092 770.368.1399 www.fg-inc.net

Structural:

/3 /2

:4

:4

P

M

A-501

DETAILS

13 14LG/CK

EXPAND LINEN

DISTRIBUTION CENTER

SALT LAKE CITY VA MEDICAL CENTER

SALT LAKE CITY, UT 84148

NOVEMBER 04, 2022

100% CONSTRUCTION DOCUMENTS

660-18-24318-314

1, 7, 14

CK

Scale: 3" = 1'-0"

ELEVATOR DOOR HEAD - CMU CONCRETE

Scale: 3" = 1'-0"

ELEVATOR DOOR JAMB - CMU CONCRETE

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

TRENCH INFILL DETAIL

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

HEAD DETAIL @ METAL STUD

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

JAMB DETAIL @ METAL STUD

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

HEAD DETAIL @ CMU

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

JAMB DETAIL @ CMU

Scale: 3" = 1'-0"

ELEVATOR - Elevator Sill

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

WATER PIT INFILL DETAIL

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

CEILING - BULKHEAD DETAIL

Scale: 6" = 1'-0"

ROOF - Penetration Detail

Scale: 6" = 1'-0"

ROOF - Pipe Flashing

DETAIL REMOVED

1 ADD 01 11/04/2022

NOTES:

1. PROVIDE FIRE-RATED GLASS AT FIRE RATED CONDITIONS

2. ALL EXTERIOR GLASS SHALL BE INSULATED

3. ALL GLASS MUST BE TEMPERED

N GF

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

4" 8"

1'-8" 8"

1 2

2" 2"

SCHEDULE

SEE 2"

SCHEDULE

SEE 2"

S E

E S

C H

E D

U L E

S E

E S

C H

E D

U L E

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

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.

Spur Design 312 SW 25th Street Oklahoma City, OK 73109 405.842.6100 www.spur-design.com

Mechanical/Electrical/Plumbing:

Foresite Group, LLC 3740 Davinci Court, Suite 100 Peachtree Corners, GA 30092 770.368.1399 www.fg-inc.net

Structural:

/3 /2

:4

:4

P

M

A-601

DOOR SCHEDULE AND ELEVATIONS

14 14LG/CK

EXPAND LINEN

DISTRIBUTION CENTER

SALT LAKE CITY VA MEDICAL CENTER

SALT LAKE CITY, UT 84148

NOVEMBER 04, 2022

100% CONSTRUCTION DOCUMENTS

660-18-24318-314

1, 7, 14

CK

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

V A

N A

C C E

S

SI

B

L E

V A

N A

C C E

S

SI

B

L E

BLDG 7

BLDG 14

BLDG 1

TRUE

NORTH

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

BLDG 7 - BASEMENT

BA07 3' - 8" 7' - 0" 1 3/4" HMTL PAINT F HMTL PAINT 2 6/A-501 7/A-501 N/A 60 MIN HW-07

BLDG 7 - 1ST FLOOR

1B01C 3' - 0" 7' - 0" 1 3/4" WD REF

SPEC

F HMTL PAINT 2 6/A-501 7/A-501 N/A N/A HW-08

1B01E 3' - 0" 7' - 0" 1 3/4" WD REF

SPEC

F HMTL PAINT 2 6/A-501 7/A-501 N/A N/A HW-08

1B02B 3' - 0" 7' - 0" 1 3/4" WD REF

SPEC

F HMTL PAINT 2 6/A-501 7/A-501 N/A N/A HW-02

1B02E 3' - 0" 7' - 0" 1 3/4" WD REF

SPEC

F HMTL PAINT 2 6/A-501 7/A-501 N/A N/A HW-02

1B02F 3' - 0" 7' - 0" 1 3/4" WD REF

SPEC

F HMTL PAINT 1 4/A-501 5/A-501 N/A N/A HW-01

1B02G 3' - 0" 7' - 0" 1 3/4" WD REF

SPEC

F HMTL PAINT 1 4/A-501 5/A-501 N/A N/A HW-01

1B07A 3' - 0" 7' - 0" 1 3/4" WD REF

SPEC

F HMTL PAINT 2 6/A-501 7/A-501 N/A N/A HW-02

1B20 3' - 0" 7' - 0" 1 3/4" WD REF

SPEC

F HMTL PAINT 1 4/A-501 5/A-501 N/A N/A HW-04 CARD ACCESS CONTROL

BLDG 14 - BASEMENT

BC04 3' - 0" 7' - 0" 1 3/4" WD REF

SPEC

G HMTL PAINT 1 4/A-501 5/A-501 N/A N/A HW-03

BC09 6' - 0" 7' - 0" 1 3/4" WD REF

SPEC

F HMTL PAINT 1 4/A-501 5/A-501 N/A N/A HW-06 CARD ACCESS CONTROL

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

DOOR ELEVATIONS

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

FRAME ELEVATIONS

MODIFICATIONS TO EXISTING DOORS

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

BLDG 7 - 1ST FLOOR

1B01B 6' - 0" 7' - 0" 1 3/4" HMTL PAINT F HMTL PAINT N/A N/A N/A N/A 45 MIN HW-10 CARD ACCESS CONTROL

BLDG 1 - FIRST FLOOR

1C31B 4' - 0" 7' - 0" 1 3/4" HMTL PAINT F HMTL PAINT N/A N/A N/A N/A 45 MIN HW-09