36C25919R0182-002.pdf

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V a l d e z

D r i v e

K i s t e s

S t r e e t

K i s t e r e e t

W a h l n

W a y

B a k r e e t

H a l r e e t

B e n n i o

B v d

HP

HP

P a t i e

R

V

L t

V a l d i v e

V a l d i v e

R d u t

C e e k

W a h l y

BIKE

RACKS

E

C

U

500 Foothill Drive

M a r i p e c c h i i v e

V

A

NA

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S

S

IB

LE

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NA

C

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S

S

IB

LE

W a k a y

Sunnyside Avenue (8th South)

D

F o o t h i i v e

H a r e e t

T

T

K i s t e r e e t

B a k r e e t

B e n n i v d

HP

HP

C

U

500 Foothill Drive

V

A

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A

C

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B

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NA

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AREA OF WORKVICINITY MAP SHEET INDEX

SALT LAKE CITY VETERANS AFFAIRS MEDICAL CENTER

SALT LAKE CITY, UTAH

VAMC PROJECT #: 660-CSI-108

PET SCANNER SITE PREP

06/13/2019 MVP SD

GI001

COVER SHEET

VEG 18.13

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

AREA OF WORK

BUILDING 1

T r u e

N o r t h

T r u e

N o r h

View Name

1/8" = 1'-0"

SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE

ELEVATION CALLOUT EXAMPLE

DETAIL CALLOUT EXAMPLE

SECTION CALLOUT EXAMPLE

SECTION, DETAIL, OR ELEVATION

SYMBOL IDENTIFIERS

DETAIL NAME

LETTER OR NUMBER DESIGNATOR

DRAWING SEQUENCE NUMBER

INDICATES WHERE TITLE IS

LOCATED

ONE OR TWO CHARACTER

DISCIPLINE DESIGNATOR (MAY

NOT BE PRESENT IF CALLOUT

AND TITLE ARE ON DRAWINGS

WITHIN THE SAME DISCIPLINE)

A

A101

AE101

AE101

AE101

W-3

P2

RB3

DOOR NUMBER TAG

WALL TYPE TAG

WINDOW TYPE TAG

CENTER LINE

WALL FINISH TAG

A

COLUMN BUBBLE

ROOM TAG

WALL COLOR

BASE TYPE /

COLOR

MATCH LINE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

DETAIL NUMBER

ON SHEET

SHEET NUMBER

NEW LINE TYPE.

EXISTING LINE TYPE.

DEMO LINE TYPE.

ROOM NAME

DEMO HATCH TYPE.

FIRE RESISTIVE RATED WALL, 1 HOUR

FIRE RESISTIVE RATED WALL, 2 HOUR

FIRE RESISTIVE RATED WALL, 3 HOUR

FIRE RESISTIVE RATED WALL, 4 HOUR

S

S

S

S

FIRE RATED, SMOKE BARRIER WALL, 1 HOUR

FIRE RATED, SMOKE BARRIER WALL, 1 HOUR

FIRE RATED, SMOKE BARRIER WALL, 1 HOUR

FIRE RATED, SMOKE BARRIER WALL, 1 HOUR

2'-0" 2'-2"

M A

X

0'-10"

MAX.

2'-6"

M A

X

M I N

M I N

M I N

M A

X

1'-5"

MIN.

M I N

4'-0"

MIN.

19"

MAX.

MIRROR

CLEAR

FLOOR

SPACE

MAX.

0' - 6"

0'-8"

MIN.

1'-5"

MIN.

MIRROR

M A

X

M I N

M I N

0'-6"

MAX.

0'-8"

MIN.

T

O

1'-0"

MAX.

T

O

3'-6"

MIN.

3'-0"

TOILET PAPER

1'-6"

TYP.

1'-0"1'-0"

3'-0"

MIN.

T

O

T

O

(H) ACCESSIBLE TOILET WITH GRAB BAR (I) ACCESSIBLE TOILET WITH GRAB BAR

1'-6" MIN.

2'-0" PREFERRED

M

I N

PULL SIDE

PUSH SIDE

(D) FRONT APPROACHES - SWING DOORS

M

I N

4'-0" MIN. IF

DOOR HAS

BOTH LATCH

AND CLOSER

MIN.

1' - 0"

* IF DOOR HAS BOTH A

CLOSER AND LATCH

W I D

T H

CLR. LENGTH

IF WIDTH IS 5', CLR. LENGTH IS 3'-0" MIN.

IF WIDTH IS 4'-6", CLR. LENGTH IS 3'-6" MIN.

M I N

4'-6"

MIN.

4'-0" MAX. IF DOOR

HAS BOTH A CLOSER

AND LATCH.

(G) HINGE-SIDE APPROACHES - SWING DOORS

M

I N

2'-0"

MIN.

4'-6" MIN. IF DOOR

HAS CLOSER

(K) LATCH-SIDE APPROACHES - SWING DOORS

2'-0"

MIN.

4'-0" MIN. IF

DOOR HAS

BOTH A LATCH

AND CLOSER

(A) CLEAR FLOOR SPACE, PARALLEL APPROACH (B) HIGH AND LOW SIDE REACH

(C) MAXIMUM SIDE REACH

OVER OBSTRUCTIONS

(E) LAVATORY CLEARANCES (F) DRINKING FOUNTAIN SPOUT HEIGHT

AND KNEE CLEARANCES

(J) ROLL-IN SHOWER WITH FOLDING SEAT

M I N

2'-0"

MIN.

3'-0"

MIN.

DRAIN

NAPKIN DISPOSAL

SYMBOLS LEGENDABBREVIATIONS GENERAL NOTES

06/13/2019 MVP SD

GI002

GENERAL INFORMATION

VEG 18.13

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

& AND

@ AT

AB ANCHOR BOLT

ACFL ACCESS FLOOR

ACOUS ACOUSTICAL

AD AREA DRAIN

ADJ ADJUSTABLE

ADJT ADJACENT

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

AP ACCESS PANEL

APROX APPROXIMATE

ARCH ARCHITECTURAL

AT ACOUSTICAL CEILING TILE

AUTO AUTOMATIC

AWT ACOUSTICAL WALL TREATMENT

BD BOARD

BFE BOTTOM FOOTING ELEVATION

BG BUMPER GUARD

BKT BRACKET

BLDG BUILDING

BM BEAM

BOT BOTTOM

BP BRICK PAVING

BR BRICK

BRG BEARING

BSMT BASEMENT

C CHANNEL

CAB CABINET

CANTL CANTILEVER

CAP CAPACITY

CAT CATEGORY

CCTV CLOSED CIRCUIT TELEVISION

CD COILING DOOR

CG COILING GRILLE

CGD CORNER GUARD

CH COAT HOOK

CJT CONTROL JOINT

CL CENTER LINE

CLS CLASS

CLG CEILING

CLR CLEAR

CM CONSTRUCTION MANAGER

CMU CONCRETE MASONRY UNIT

CO CASED OPENING

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONN CONNECT/-ED/-ION

CONST CONSTRUCTION

CONT CONTINUE/CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CP CARPET

CPT CARPET MODULE TILE

CR-1 CHAIR RAIL

CR-2 CRASH RAIL

CT CERAMIC TILE

CTR CENTER

CW CURTAIN WALL

CWR COLD WATER

CYL CYLINDER

D DEPTH OR DEEP

DEMO DEMOLITION

DEPR DEPRESSION

DBL DOUBLE

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DISP DISPENSER

DIST DISTRIBUTION

DIV DIVISION

DN DOWN

DP DATA PROCESSING

DR DOOR

DS DOWNSPOUT

DWG DRAWING

ELC ELECTRICAL CABINET

EC EPOXY COATING

EF EXHAUST FAN

EFTR EXISTING FINISH TO REMAIN

EJT EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EMERG EMERGENCY

EO ELECTRICAL OUTLET

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST HOOD

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

EXT-P EXTERIOR PAINT

EXT-ST EXTERIOR STAIN

FA FIRE ALARM

FAP FIRE ALARM PANEL

FB FIRE BLANKET

FD FLOOR DRAIN

FDN FOUNDATION

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FGS FOAM GASKET SEAL

FH FIRE HOSE

FHV FIRE HOSE VALVE

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FL FLOW LINE

FP FIRE PROOFING

H HIGH

HB HOSE BIB

HD HAND DRYER

HDCP HANDICAP

HDR HEADER

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HPT HIGH POINT

HR HANDRAIL

HT HEIGHT

HTR HEATER

HVAC HEATING, VENTILATING,

AIR CONDITIONING

HW HOT WATER

HWD HARDWOOD

ICB INTEGRAL COVE BAS

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

ISO ISOLATION

JAN JANITOR

JB JUNCTION BOX

JST JOIST

JT JOINT

KO KNOCK OUT

L LAVATORY

LB POUND

LCD LINEAR CEILING DIFFUSER

LF LINE FIGURED

LIN LINEAR

LKR LOCKER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMC LINEAR METAL CEILING

LOC LOCATION OR LOCATE

LPT LOW POINT

LS LAWN SPRINKLING

LT LIGHT

LTG LIGHTING

LVR LOUVER

LWC LINEAR WOOD CEILING

MAT MATERIAL

MAX MAXIMUM

MBD MARKER BOARD

MC MEDICINE CABINET

MCU MODULAR COOLING UNIT

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MRF MANUFACTURER

MH MANHOLE

MIL MILLIMETER

MN MINIMUM

MR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MONO MONOLITHIC

MPU MULTI- PURPOSE UNIT

MTD MOUNTED

MTL METAL

MTR MOTOR

MULL MULLION

PNL PANEL

PR PAIR

PRELIM PRELIMINARY

PRES PLASTIC RESIN

PRESS PRESSURE

PRIM PRIMARY

PROJ PROJECTION

PRV POWER ROOF VENTILATOR

PT PAINT

PTR PRINTER

PVC POLYVINYL CHLORIDE

R RADIUS

RI RISER

RA RETURN AIR

RB RESILIENT BASE/RUBBER BASE

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REIN REINFORCE/-ED/-ING

REM REMOVE

REQD REQUIRED

RET RETAINING

REVS REVERSE

REV REVISE

RF RESILIENT FLOOR

RFI REQUEST FOR INFORMATION

RH ROOF HATCH

RM ROOM

RO ROUGH OPENING

RS ROUGH SLAB

RSF RESILIENT SHEET FLOOR

RWC RAIN WATER CONDUCTOR

SI SINK

SCHED SCHEDULE

SD SHOWER DRAIN

SDR SMOKE DAMPER

SDISP SOAP DISPENSER

STF STORE FRONT

SF SQUARE FOOT

SH SHOWER

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SM SURFACE MOUNTED

SNC SANITARY NAPKIN CABINET

SND SANITARY NAPKIN DISPOSER

SP STANDPIPE

SPEC SPECIFICATIONS

SPR SINGLE PLY ROOF

SQ SQUARE

SQ YD SQUARE YARD

SR SERVICE RECEPTOR

SS SERVICE SINK

SST STAINLESS STEEL

STR STREET

ST STAIN

STC SOUND TRANSMISSION

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

T TOP

TAN TANGENT

TCAB TOWEL CABINET

TDR TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TG TONGUE & GROVE

THRES THRESHOLD

TOIL TOILET

TPH TOILET PAPER HOLDER

TR TREAD

TRANSF TRANSFORMER

TS TUBE SECTION

TV TELEVISION

TYP TYPICAL

U URINAL

UCT UNDERCUT

UCR UNDERCOUNTER

UFD UNDER FLOOR DUCT

UG UNDERGROUND

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

US UTILITY SHELF

UTIL UTILITY

VIF VERIFY IN FIELD

VC VALVE CABINET

VCT VINYL COMPOSITION TILE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

W WIDTH/WIDE

WF WIDE FLANGE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDW WINDOW

WG WALL GUARD

WH WALL HYDRANT

WHCH WHEELCHAIR

WHTR WATER HEATER

WPL WALL PANEL

WP WATERPROOF

WR WASTE RECEPTACLE

WS WEATHERSTRIP

WSCT WAINSCOT

WSF WELDED SEAM-RESILIENT

SHEET FLOORING

WDT WINDOW TREATMENT

WT WEIGHT

WW WOOD WINDOW

WWF WELD WIRE FABRIC

NA NOT APPLICABLE

NC NURSE CALL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NT NOTE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OP OPERABLE PARTITION

OPER OPERATOR

OPNG OPENING

OPP OPPOSITE

OFD OVERFLOW ROOF DRAIN

FRMG FRAMING

FSTOP FIRE STOPPING

FT FOOT/FEET

FTG FOOTING

FURR FURRING

GA GAUGE

GAL GALLONS

GALV GALVANIZED

GB GRAB BAR

GBM GRADE BEAM

GC GENERAL CONTRACTOR

GENL GENERAL

GENR GENERATOR

GL GLASS

GR GRADE

GRT GROUT

GWB GYPSUM WALLBOARD

GYP GYPSUM

P PAINT

PART PARTITION

PB PUSH BUTTON

PC PRECAST CONCRETE

PCD PAPER CUP DISPENSER

PED PEDESTAL

PLT PLATE

PROP PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLS PLASTER

PLW PLYWOOD

ACCESSIBILITY GUIDELINES

CODE DATA

COR CONTRACTING OFFICER'S

REPRESENTATIVE

1. ALL CONTRACTORS AND THEIR SUPERVISORY PERSONNEL MUST REVIEW THE GENERAL AND

SUPPLEMENTARY CONDITIONS TO THE CONTRACT.

2. ALL WORK MUST CONFORM WITH APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCES.

3. CONTRACTOR MUST OBTAIN ALL REQUIRED BUILDING AND OCCUPANCY PERMITS.

4. CONTRACTOR MUST BECOME FULLY ACQUAINTED WITH CONDITIONS RELATED TO THE WORK.

5. CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF

CONSTRUCTION AND THE SAFETY OF ALL CONSTRUCTION PERSONNEL AND VISITORS.

6. DRAWINGS CONTAINED IN THIS SET MUST NOT BE REPRODUCED FOR SHOP DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP DRAWINGS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.

7. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE CONTRACTOR AND VA COR IN WRITING ANY CONDITIONS DETRIMENTAL TO

THE PROPER AND TIMELY EXECUTION OF THAT INSTALLER'S WORK. DO NOT PROCEED UNTIL

UNSATISFACTORY CONDITIONS ARE CORRECTED. COMMENCING WITH INSTALLATION WILL CONSTITUTE

ACCEPTANCE OF THE SUBSTRATE AND/OR CONDITIONS.

8. DO NOT SCALE DRAWINGS: FOLLOW WRITTEN DIMENSIONS AND NOTES. CONTACT COR FOR CLARIFICATIONS, IF REQUIRED.

9. DIMENSIONS SHOWN ON THE FLOOR PLAN ARE TO THE FACE OF GYP. BOARD/ WALL (FOG), FACE OF MASONRY (FOM), FACE OF CONCRETE WALLS (FOC) AND COLUMN GRID LINES, UNLESS OTHERWISE NOTED OR

INDICATED.

10. NOTE: WALL THICKNESSES ARE NOMINAL DIMENSIONS, NOT ACTUAL DIMENSIONS. ALL STUD WALL

THICKNESSES ARE 5 INCHES, UNLESS DIMENSIONED OTHERWISE.

11. ALL MASONRY WALL THICKNESSES ARE 8 INCHES, UNLESS DIMENSIONED OR OTHERWISE NOTED.

12. "TYPICAL", AS USED IN THESE DOCUMENTS, MEANS THAT THE CONDITION OR DIMENSION IS REPRESENTATIVE

OF, OR THE SAME, FOR SIMILAR CONDITIONS THROUGHOUT.

13. IF THERE IS A DISCREPANCY BETWEEN SMALL SCALE AND LARGE SCALE DRAWINGS, (PLAN, SECTION & DETAIL DRAWINGS, ETC.), CONTACT COR FOR CLARIFICATION. FOR BIDDING PURPOSES: THE MOST EXPENSIVE AND/OR STRICTEST REQUIREMENTS MUST GOVERN. FOR CLARIFICATIONS DURING CONSTRUCTION, THE MOST

EXPENSIVE AND/OR STRICTEST REQUIREMENTS, AS INDICATED BY THE COR, MUST GOVERN.

14. IF THERE ARE ANY DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS, CONTACT COR FOR CLARIFICATION. FOR BIDDING PURPOSES: THE MOST EXPENSIVE AND/OR STRICTEST REQUIREMENTS MUST GOVERN. FOR CLARIFICATIONS DURING CONSTRUCTION: THE MOST EXPENSIVE AND/OR STRICTEST

REQUIREMENTS, AS INDICATED BY THE COR, MUST GOVERN.

15. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS MUST BE REPORTED TO THE COR IN

WRITING FOR RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK.

16. ANY AND ALL DISCREPANCIES MUST BE REPORTED TO THE COR IN WRITING FOR RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK. IN THESE INSTANCES, NO CHANGE ORDERS OR EXTENSIONS OF TIME WILL BE ALLOWED OR ACCEPTED FOR PROCEEDING WITH THE WORK WITHOUT THE COR'S WRITTEN DIRECTION AND APPROVAL. ALSO, CONTRACTOR MUST REPAIR AND/OR REPLACE ANY UNAUTHORIZED WORK, AS INDICATED

BY THE COR, AT NO ADDITIONAL COST TO THE OWNER.

17. ALL DISSIMILAR METAL MATERIALS MUST BE ISOLATED WITH AN APPROVED NONMETAL ISOLATION MATERIAL.

18. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALL PANELS AND AT PENETRATIONS OF UTILITIES THROUGH THE BUILDING ENVELOPE, ETC, MUST BE SEALED, CAULKED, FLASHED OR WEATHER-STRIPPED, AS REQUIRED, FOR COMPATIBILITY WITH ADJACENT MATERIALS

AND TO ELIMINATE AIR LEAKAGE AND WATER ENTRY.

19. PROVIDE SEALANT AND/OR CAULKING BETWEEN DISSIMILAR ADJOINING INTERIOR MATERIALS. (I.E. WINDOW

SILLS TO GYP. BD., ACT CEILINGS TO MASONRY WALLS, ETC.)

20. DOOR OPENINGS NOT LOCATED BY DIMENSION MUST BE CENTERED IN WALL SHOWN OR LOCATED 2 INCHES FROM FINISH WALL TO FINISH JAMB, ALWAYS ALLOWING A MINIMUM OF 18" FROM THE PULL SIDE OF THE DOOR

TO THE INTERSECTING WALL.

21. CONTRACTOR MUST VERIFY THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES AND THEIR SERVICE

CONNECTIONS WITH THE PROPER UTILITY COMPANY.

22. CONTRACTOR MUST COORDINATE SIZE, LOCATIONS AND NUMBER OF ALL ROOF OPENINGS AND ROOF ACCESSORIES WITH ALL OTHER TRADES. REFER TO THE ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS.

23. LOCATIONS AND SIZES OF ALL CONCRETE MECHANICAL AND ELECTRICAL PADS MUST BE COORDINATED BY THE MECHANICAL AND ELECTRICAL CONTRACTORS, WITH THE SELECTED EQUIPMENT MANUFACTURER/SUPPLIER

AND ARE TO BE APPROVED BY THE COR PRIOR TO PROCEEDING WITH THE WORK.

24. EXCEPT AT FIRE-RATED PARTITIONS, ALL WALL AND COLUMN GYPSUM BOARD FACING MUST BE HELD AT 5/8

INCH BELOW STRUCTURE, UNLESS DETAILED OR NOTED OTHERWISE.

25. AT ALL TELECOMMUNICATION ROOMS: PROVIDE 3/4" X 8'-0" HIGH FIRE-RETARDANT-TREATED WOOD SHEATHING OR PROVIDE PLYWOOD OVER NON-COMBUSTIBLE SHEATHING, BOTTOM TO BE LOCATED AT 4" A.F.F. VERIFY

LENGTHS AND LOCATIONS WITH ELECTRICAL DRAWINGS.

26. GLASS DOORS, ADJACENT PANELS AND ALL GLAZED OPENINGS WITHIN 1'-6" OF THE FLOOR, AND WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF A DOOR, ETC., MUST BE SAFETY GLAZING AS APPROVED FOR

IMPACT BY APPLICABLE BUILDING CODES, AND MUST BE LABELED AS SUCH.

27. ALL CEILING HEIGHTS AS SHOWN ON PLANS AND DETAILS ARE FROM SLAB OR TILE FLOOR (FINISHED FLOOR) TO

FINISHED CEILING.

28. PROVIDE INDEPENDENT FRAMING AND ATTACHMENTS TO THE STRUCTURE, ADEQUATE TO SUPPORT THE CEILING SYSTEM, LIGHT FIXTURES, DUCTS, DIFFUSERS, SPRINKLER PIPING AND BUS DUCTS.

29. ALL CLOSETS AND ALCOVES WITHOUT A SPACE IDENTIFICATION NUMBER MUST HAVE THE SAME FINISHES AS

ADJOINING SPACES.

30. CONTRACTOR TO INSTALL WOOD BLOCKING AND PLYWOOD, AS REQUIRED, FOR THE MOUNTING OF ALL TOILET ACCESSORIES, MILLWORK/ CASEWORK, AV EQUIPMENT, MEP ITEMS AND RADIOLOGY EQUIPMENT, ETC.

31. REFER TO SPECIFICATIONS FOR ALL REQUIRED TESTING AND INSPECTIONS.

32. ANY/ ALL PROPRIETARY PRODUCTS DESCRIBED AND/OR DRAWN IN THE DOCUMENTS (BUT NOT SPECIFIED) ARE TO MEET THE MANUFACTURER'S STANDARD CRITERIA WHICH IS NOT LIMITED TO THE FOLLOWING:

PERFORMANCE REQUIREMENTS, QUALITY ASSURANCE REQUIREMENTS, APPLICABLE CODES AND INDUSTRY STANDARDS, FABRICATION, ASSEMBLY, HANDLING, DELIVERY, STORAGE, INSTALLATION, OPERATION, ADJUSTMENTS, ETC. PROVIDE THE MANUFACTURER'S STANDARD WARRANTY AND STANDARD FINISH WARRANTY. PROVIDE PRODUCT DATA, SHOP DRAWINGS, SAMPLES AND MAINTENANCE DATA, AS REQUIRED.

REFER TO DIVISION 01 SPEC. SECTIONS WHICH ALSO APPLY, SUCH AS SUBSTITUTION PROCEDURES, SUBMITTAL PROCEDURES, QUALITY REQUIREMENTS, REFERENCES, EXECUTION AND CLOSEOUT PROCEDURES.

NOTE: ANY SUBSTITUTIONS MUST MEET THE DESIGN INTENT, AS WELL AS THE CRITERIA DESCRIBED ABOVE.

33. ALL EXTERIOR EXPOSED STEEL MUST BE PAINTED.

CONSTRUCTION SAFETY RISK ASSESSMENT CHECKLIST

06/13/2019 MVP SD

GI003

CONSTRUCTION SAFETY RISK

ASSESSMENT CHECKLIST

VEG 18.13

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

FOR

REFERENCE

ONLY

INTERIM LIFE SAFETY MEASURES (ILSM) ASSESSMENT

GI004

ILSM AND ICRA

VEG 18.13

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

INFECTION CONTROL RISK ASSESSMENT (ICRA)

FOR

REFERENCE

ONLY

34A3433A31A

T Q1

S R

P

A. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL

DEMO INFORMATION.

B. GENERAL CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT

ANY DISCREPANCIES TO THE CONTRACTING OFFICER'S REPRESENTATIVE (COR)

BEFORE PROCEEDING WITH WORK.

C. INFECTION CONTROL BARRIERS TO BE 3-5/8" METAL STUDS WITH (1) ONE LAYER OF

GYP. BD. EACH SIDE. MUD TAPE & PAINT. PROVIDE TEMPORARY HOLLOW METAL

DOOR AND H.M. FRAME.

D. PER NFPA 241 (2013) PARAGRAPH 8.6.2, IN ROOMS WHERE CEILINGS ARE REMOVED,

TEMPORARY UPRIGHT SPRINKLERS MUST BE INSTALLED UNTIL FINISHED CEILING IS

REPLACED AND NEW SPRINKLERS ARE INSTALLED.

DEMO EXISTING WALL AND ALL ASSOCIATED CONSTRUCTION. REFER TO ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION REGARDING ELECTRICAL DEMOLITION.

DEMO OF EXISTING SCANNER AND EQUIPMENT BY OTHERS.

DEMO EXISTING DOOR, FRAME AND ASSOCIATED CONSTRUCTION.

DEMO OF CONTROL EQUIPMENT BY OTHERS.

DEMO EXISTING RESILIENT SHEET FLOORING AND INTEGRAL COVE BASE AND PREP SUB

FLOOR FOR NEW FLOORING.

DEMO EXISTING CASEWORK AND COUNTERTOPS.

REMOVE EXISTING LOCKERS AND RETURN TO MEDICAL CENTER.

DEMOLISH EXISTING CABINETS, COUNTERTOP AND SINK. CAP EXISTING WATER SUPPLY

AND SANITARY WASTE LINES IN PLACE.

EXISTING OMNICELL. PROTECT FROM DAMAGE AT ALL TIMES OR COORDINATE WITH

MEDICAL CENTER FOR TEMPORARY RELOCATION.

SAW CUT AND REMOVE EXISTING CONCRETE SLAB, AS REQUIRED, TO ALLOW FOR

INSTALLATION OF ELECTRICAL RACEWAYS AND MECHANICAL PIPING. AFTER INSTALLATION

REPLACE CONCRETE SLAB IN KIND.

DEMO EXISTING MILLWORK, BREATHING APPARATUS AND ALL ASSOCIATED

CONSTRUCTION. SEE MECHANICAL AND ELECTRICAL FOR MORE DEMO INFORMATION.

TEMPORARY INFECTION CONTROL BARRIER. REFER TO ARCHITECTURAL GENERAL NOTE C

FOR MORE INFORMATION.

ARCHITECTURAL GENERAL NOTES - DEMOLITION:

KEY NOTES:

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

1' 2' 4' 8' 16'0

DEMOLITION FLOOR PLAN

06/13/2019 MVP MVP

AD101

DEMOLITION FLOOR PLAN

VEG 18.13

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

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CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

KEY PLAN

1E20

PATIENT

DRESSING RM

1E22-1

TREATMENT

PETSCAN

1E18

TREATMENT #01

(114, INJECTION)

1E21

PATIENT PREP

INJECTION

1E19

PATIENT PREP

INJECTION

1E24-1

CONTROL RM

1E24

LAB

1E91

ENTRANCE

(TO UTILITY TUNNEL)1E17

RESTROOM

1E14

LAB/OFFICE

1E16

LAB/OFFICE

1E15

LAB/OFFICE

1EA

STAIR LEVEL

1EAA

ELECTRICAL

1EAB

ENTRY

(UTILITIES)

1EAC

TEL/DATA

1EAD

AUX. SYSTEMS

1E92

EXTRASTITIAL

SPACE

1E94

EXTRASTITIAL

SPACE

NE

W

F

LO

OR

EX

IS

T'G

F

LO

OR

NE

W

F

LO

OR

EX

IS

T'G

F

LO

OR

North

Plan T r

N r t h

HALL

Q1

S R

P

EXISTING 2x4 LIGHTS TO REMAIN.

EXISTING CEILING GRID AND TILES TO REMAIN. PROTECT FROM DAMAGE AT ALL TIMES.

DEMOLISH EXISTING CEILING GRID AND TILES.

DEMOLISH EXISTING LIGHTS. SEE ELECTRICAL FOR MORE INFORMATION.

EXISTING EXHAUST GRILLES TO REMAIN.

DEMOLISH EXISTING DIFFUSERS. SEE MECHANICAL FOR MORE INFORMATION.

REMOVE AND STORE EXISTING DIFFUSER TO BE REUSED AND RELOCATED.

EXISTING SPRINKLER HEADS TO REMAIN.

DEMOLISH EXISTING SPRINKLER HEAD.

EXISTING MED GAS OUTLETS TO REMAIN.

TEMPORARY INFECTION CONTROL BARRIER. REFER TO ARCHITECTURAL GENERAL NOTE C

FOR MORE INFORMATION.

EXISTING MECHANICAL DIFFUSER TO REMAIN.

EXISTING 2x4 LIGHTS TO BE RELOCATED. PROTECT FROM DAMAGE AT ALL TIMES.

KEY NOTES:

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

1' 2' 4' 8' 16'0

DEMOLITION REFLECTED CEILING PLAN

06/13/2019 MVP SD

AD201

DEMOLITION REFLECTED

CEILING PLAN

VEG 18.13

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

KEY PLAN

1E20

PATIENT

DRESSING RM

1E22

TREATMENT

PETSCAN

1E18

PATIENT PREP

INJECTION

1E21

PATIENT PREP

INJECTION

1E19

PATIENT PREP

INJECTION

1E24

CONTROL RM

1E24

LAB

1E17

RESTROOM

1E14

LAB/OFFICE 1E16

LAB/OFFICE

1E15

LAB/OFFICE

1EA

STAIR LEVEL

1EAA

ELECTRICAL

1EAB

ENTRY

(UTILITIES)

1EAC

TEL/DATA

1EAD

AUX. SYSTEMS

1E92

EXTRASTITIAL

SPACE

1E94

EXTRASTITIAL

SPACE

1E91

ENTRANCE

(TO UTILITY TUNNEL)

12 5

North

Plan

T r r t h

6 7

HALL

A. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL

DEMO INFORMATION.

B. GENERAL CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT

ANY DISCREPANCIES TO THE CONTRACTING OFFICER'S REPRESENTATIVE (COR)

BEFORE PROCEEDING WITH WORK.

C. PER NFPA 241 (2013) PARAGRAPH 8.6.2, IN ROOMS WHERE CEILINGS ARE REMOVED,

TEMPORARY UPRIGHT SPRINKLERS MUST BE INSTALLED UNTIL FINISHED CEILING IS

REPLACED AND NEW SPRINKLERS ARE INSTALLED.

ARCHITECTURAL GENERAL NOTES - DEMOLITION:

3433A

T Q1

S R

P

T S

A. GENERAL CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT

ANY DISCREPANCIES TO THE COR BEFORE PROCEEDING WITH WORK.

B. REFER TO SHEET AD101 FOR LOCATION AND TYPE OF TEMPORARY INFECTION

CONTROL CONSTRUCTION BARRIER.

NEW IMAGING SCANNER BY OTHERS.

NEW BUILT-IN COUNTERTOP. PROVIDE WIRING GROMMETS @ 4'-0" O.C.

SCANNER EQUIPMENT AND CONTROLS BY OTHERS.

NEW CABINETS WITH SOLID SURFACE COUNTERTOP.

ALIGN WITH EXISTING WALL. FINISH FLUSH AND SMOOTH.

LINE OF NEW SOFFIT ABOVE.

PROVIDE NEW RESILIENT SHEET VINYL FLOORING. COLOR AND PATTERN TO BE SELECTED BY

MEDICAL CENTER INTERIORS STAFF.

12" SOILED LINEN DROP.

8" TRASH DROP.

PROVIDE NEW 1/4" LEAD SHIELDING. CONTRACTOR MUST PROVIDE VERIFICATION TO THE COR

OF STRUCTURAL CAPACITY OF EXISTING METAL STUD FRAMING TO SUPPORT NEW LEAD

SHIELDING AND PROVIDE NEW OR REINFORCED FRAMING AS REQUIRED. CONTRACTOR MUST

COORDINATE ALL WORK ASSOCIATED WITH INSTALLATION OF LEAD SHIELDING WITH THE COR

INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, MILLWORK AND ARCHITECTURAL

FINISHES SUCH AS FLOORING, CEILING AND WALL BOARD. ETC.

ARCHITECTURAL GENERAL NOTES:

KEY NOTES:

06/13/2019 MVP MVP

A-101

FLOOR PLAN

VEG 18.13

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

KEY PLAN

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

6" 1' 2' 4' 8'0

ENLARGED DIMENSION FLOOR PLAN

1E20

PATIENT

DRESSING RM

1E22-1

TREATMENT

PETSCAN

1E18

TREATMENT #01

(114, INJECTION)

1E21

PATIENT PREP

INJECTION

1E19

PATIENT PREP

INJECTION

1E24-1A

CONTROL RM

1E24

LAB

1E91

ENTRANCE

(TO UTILITY TUNNEL)1E17

RESTROOM

1E14

LAB/OFFICE

1E16

LAB/OFFICE

1E15

LAB/OFFICE

1EA

STAIR LEVEL

1EAA

ELECTRICAL

1EAB

ENTRY

(UTILITIES)

1EAC

TEL/DATA

1EAD

AUX. SYSTEMS

1E92

EXTRASTITIAL

SPACE

1E94

EXTRASTITIAL

SPACE

1E24-1B

EQUIPMENT

ROOM 1

1E24-1C

EQUIPMENT

ROOM 2

1E24-1B1

1E24-1B2

1E24-1C1

E

A

6'-11 1/8"

4'-5 1/8"2'-6"

'-4

1/ 2"

3'-4" 11" 8"3'-10"

1E24-1B

EQUIPMENT

ROOM 1

1E24-1A

CONTROL RM

1E24-1C

EQUIPMENT

ROOM 2

1'- 8 1

/4" 6'-

2 1 /4"

6'- 4"

1 1 /2"

3'-

3 1

/4"

3'-0"

45°

3'- 7 1

/2" 2'-

0 1 /4"

1 1 /2"

4'-4"

3'- 0"

1'- 4"

1'-4"

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

1' 2' 4' 8' 16'0

FLOOR PLAN

A-101

1E00A

CORRIDOR

1E00A

CORRIDOR

1E00A

CORRIDOR

1E00A

CORRIDOR

NE

W

F

LO

OR

EX

IS

T'G

F

LO

OR

NE

W

F

LO

OR

EX

IS

T'G

FL

OO

R

NE

W

F

LO

OR

EX

IS

T'G

F

LO

OR

NE

W

FL

OO

R

EX

IS

T'G

F

LO

OR

NEW

FLOOR

EXIST'G

FLOOR

NEW

FLOOR

EXIST'G

FLOOR

North

Plan

T r r t h

North

Plan

T r r t h

1E24-1A2

A-301

A

A2

A2

A1

A A1

A2

A-301

A301

8 9

Q1

S R

P T

Q1 S

R P

34A3433A31A 34A3433A31A A. GENERAL CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ANY

DISCREPANCIES TO THE COR BEFORE PROCEEDING WITH WORK.

B. ALL NEW CEILINGS TO BE 8'-0" A.F.F. UNLESS NOTED OTHERWISE ON CEILING PLAN.

EXISTING 2x2 CEILING TILE AND GRID TO REMAIN. PROTECT FROM DAMAGE AT ALL TIMES.

REPLACE ANY DAMAGED TILES IN KIND.

EXISTING 2x4 FIXTURES TO REMAIN. PROTECT FROM DAMAGE AT ALL TIMES.

NEW 2x2 CEILING TILE AND GRID.

NEW 2x4 LIGHT FIXTURE. REFER TO LIGHTING PLAN FOR MORE INFORMATION.

NEW RECESSED CAN LIGHT. REFER TO LIGHTING PLAN FOR MORE INFORMATION.

NEW LIGHT FIXTURE. REFER TO LIGHTING PLAN FOR MORE INFORMATION.

RELOCATED EXISTING DIFFUSERS.

NEW SPRINKLER HEAD. SEE FP-101 FOR MORE INFORMATION.

NEW CEILING TILE TO MATCH EXISTING.

ADJUST EXISTING CEILING GRID AS REQUIRED FOR ADDED LEAD SHIELDING THICKNESS.

COORDINATE ALL WORK WITH COR.

CEILING MOUNTED PATIENT LIFT BY OTHERS.

ARCHITECTURAL GENERAL NOTES

KEY NOTES:

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

1' 2' 4' 8' 16'0

REFLECTED CEILING PLAN

06/13/2019 MVP SD

A-201

REFLECTED CEILING PLAN

VEG 18.13

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

KEY PLAN

1E20

PATIENT

DRESSING RM

1E18

PATIENT PREP

INJECTION

1E21

PATIENT PREP

INJECTION

1E19

PATIENT PREP

INJECTION

1E24

CONTROL RM

1E24

LAB

1E17

RESTROOM

1E94

EXTRASTITIAL

SPACE

1E14

LAB/OFFICE 1E16

LAB/OFFICE

1E15

LAB/OFFICE

1EA

STAIR LEVEL

1EAA

ELECTRICAL

1EAB

ENTRY

(UTILITIES)

1EAC

TEL/DATA

1EAD

AUX. SYSTEMS

1E92

EXTRASTITIAL

SPACE

1E91

ENTRANCE

(TO UTILITY TUNNEL)

1E22

TREATMENT

PETSCAN

1 3

North

Plan

T r r t h

A-502

8'-0"

9'-0"

1E00A

CORRIDOR

9 TYP.

A-301

A-301

A-301

A-301

A-301

A-301

A-301

2'- 6"

7'- 0"

4'- 2"

4"

1'-0"

2'-0" 3/4"

3"

2'- 6"

3'- 0"

1 1 /2"

4"

4"

1'- 6"

1'-0"

4"

2"

2'- 6"

3'- 0"2'-

6" 4"

1 1 /2"

2'-0" 3/4"

3'- 0"

4" 2'-

6" 1 1

/2"

4"

1 1 /2"

3'- 0"

VEG 18.13

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

06/13/2019 MVP SD

A-301

INTERIOR ELEVATIONS

SOLID SURFACE

COUNTERTOP

PREFAB 24"x18"

COUNTER

SUPPORT BRACKET

NEW DOOR AND FRAME

IN EXISTING OPENING.

SEE DOOR SCHEDULE

EXISTING SHIELDED

GLASS

PAINTED HOLLOW METAL

WINDOW FRAME

1'-0"

SCHEDULED BASE

3'-0"

SHIELDED GLASS

SCHEDULED BASE

SOLID SURFACE

COUNTERTOP

ADJUSTABLE SHELF WITH

METAL STANDARDS

PLASTIC LAMINATE

FINISHED END

SLOPED TOP

SOAP DISPENSER

PAPER TOWEL

DISPENSER

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

6" 1' 2'0

CASEWORK SECTION 5

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

9" 1'-6" 3' 6' 12'0

INTERIOR ELEVATION @ CONTROL ROOM

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

9" 1'-6" 3' 6' 12'0

INTERIOR ELEVATION @ CONTROL ROOM

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

9" 1'-6" 3' 6' 12'0

INTERIOR ELEVATION CABINETS

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

9" 1'-6" 3' 6' 12'0

INTERIOR ELEVATION @ TREATMENT ROOM

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

6" 1' 2'0

CASEWORK SECTION 6

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

6" 1' 2'0

CASEWORK SECTION 7

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

6" 1' 2'0

CASEWORK SECTION 8

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

6" 1' 2'0

CASEWORK SECTION 9

W36 W36 W36 W36 W36 W24

2" FILLER PANEL WOOD BLOCKING. TYP.

SCHEDULED BASE

SOLID SURFACE

COUNTERTOP

SUPPORT BRACKETS

@ 48" O.C. MAX.

SOLID SURFACE

BACKSPLASH, TYP.

WOOD BLOCKING. TYP.

SOLID SURFACE

COUNTERTOP

PREFAB

POLYSTYRENE TOE

KICK MOULDING

PLAM 1

SCHEDULED BASE

WOOD BLOCKING. TYP.

MELAMINE ADJ. SHELF

PLAM 1

SCHEDULED BASE

3/4" SOLID SURFACE

BACKSPLASH, TYP.

WOOD BLOCKING. TYP.

SOLID SURFACE

COUNTERTOP

MELAMINE ADJ. SHELF

PLAM 1

SCHEDULED BASE

PLAM 1

PLAM 1 SLOPED TOP

PER ELEVATION

SOLID SURFACE

BACKSPLASH, TYP.

WOOD BLOCKING. TYP.

SOLID SURFACE

COUNTERTOP

PLAM 1

SCHEDULED BASE

PLAM 1

PLAM 1 SLOPED TOP

PER ELEVATION

4" S.S. WIRE PULL

4" S.S. WIRE PULL

4" S.S. WIRE PULL

4" STAINLESS STEEL WIRE PULL

7'- 0"

2'- 6"

4"

2'- 6"

6'- 0"

4"

4" S.S. WIRE PULL

2'-

2'-

P-LAM CABINETS WITH

ADJUSTABLE SHELVES AND

4" WIRE PULLS

P-LAM FINISHED END PANEL

2'-

6" 4'-

2" 4"

1'-0"

TOP CABINETS DIVIDED VERTICALLY

Q1

S R

P

06/13/2019 MVP SD

A-401

FLOOR FINISH PLAN

VEG 18.13

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

KEY PLAN

1E20

PATIENT

DRESSING RM

1E22-1

TREATMENT

PETSCAN

1E18

TREATMENT #01

(114, INJECTION)

1E21

PATIENT PREP

INJECTION

1E19

PATIENT PREP

INJECTION

1E24-1A

CONTROL RM

1E24

LAB

1E91

ENTRANCE

(TO UTILITY TUNNEL)1E17

RESTROOM

1E14

LAB/OFFICE

1E16

LAB/OFFICE

1E15

LAB/OFFICE

1EA

STAIR LEVEL

1EAA

ELECTRICAL

1EAB

ENTRY

(UTILITIES)

1EAC

TEL/DATA

1EAD

AUX. SYSTEMS

1E92

EXTRASTITIAL

SPACE

1E94

EXTRASTITIAL

SPACE

1E24-1B

EQUIPMENT

ROOM 1

1E24-1C

EQUIPMENT

ROOM 2

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

1' 2' 4' 8' 16'0

FLOOR FINISH PLAN

1E00A

CORRIDOR

1E00A

CORRIDOR

North

Plan

T r r t h

A. GENERAL CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT

ANY DISCREPANCIES TO THE COR BEFORE PROCEEDING WITH WORK.

B. FLOOR MATERIAL / COLOR TRANSITIONS TO ALIGN W/ ROOM SIDE OF DOOR STOP

UNLESS NOTED OR SHOWN OTHERWISE.

C. CONTRACTOR TO SUBMIT MANUFACTURER'S STANDARD COLORS AND PATTERNS

TO COR FOR APPROVAL.

GENERAL NOTES:

FINISH SCHEDULE

NO. ROOM FLOOR BASE

NORTH

WALLS

EAST

WALLS

SOUTH

WALLS

WEST

WALLS

CEILING REMARKS

WSF1 / MATCH EXISTING

WSF2

WSF3

SVT1

1E22-1

1E22-1

1E24-1A

1E24-1B

1E24-1C

1E00A

TREATMENT PETSCAN

TREATMENT PETSCAN

CONTROL ROOM

EQUIP. ROOM 1

EQUIP ROOM 2

CORRIDOR

WSF 2 ICB GYP GYP GYP GYP

WSF 3 ICB GYP GYP GYP GYP

WSF 2 ICB GYP GYP GYP GYP

SVT 1 RB GYP GYP GYP GYP

SVT 1 RB GYP GYP GYP GYP

WSF 1 ICB GYP GYP GYP GYP

GYP

GYP

ACT

1. SVT1 TO BE ANTI-STATIC MATERIAL.

2. ALL GYPSUM BOARD WALLS TO BE PAINTED WITH SEMI-GLOSS PAINT. CONTRACTOR TO SUBMIT

MANUFACTURER'S STANDARD COLORS TO COR FOR SELECTION BY OWNER.

ACT

ACT

ACT

WSF

SVT

4" WALL BASE PER

SCHEDULE

SVT

SCHLUTER JOLLY, SATIN

NICKEL ANODIZED ALUMINUM

MANUF. STANDARD

COVE FILELR

SHEET VINYL

FLOORING AS SCH.

SCALE: 3" = 1'-0"

INTEGRAL COVE BASE DETAIL

SCALE: 3" = 1'-0"

STRAIGHT BASE DETAIL

SCALE: 6" = 1'-0"

WSF TO VCT TRANSITION

JOHNSONITE CD-XX

SNAP-IN TRANSITION

4 1 /8"

A-501

WALL TYPE SCHEDULE

FLOOR

METAL RUNNERS TOP

AND BOTTOM

6" SOUND BATT INSULATION

(WHERE REQ'D) EXTEND 2'0"

EA DIRECTION FROM FACE OF WALL

INSTALL FIRESAFING INSULATION

TO SEAL TOP OF WALL

(RATED WALLS ONLY)

3 1/2" SOUND BATT

INSULATION

5 1/2" METAL STUD @ 16"

O.C. W/ HORIZ. BRACING

AS REQ'D

3 5/8" METAL STUD @ 16"

O.C. W/ HORIZ. BRACING

AS REQ'D

5/8" GYP. BD.

DEEP LEG DEFLECTION/

SLIP TRACK

INSTALL FIRESAFING INSULATION

TO SEAL TOP OF WALL (RATED WALLS ONLY)

PROVIDE BRACING, AS REQ'D, TO STABILIZE

WALL @ 48" O.C. MAX

5/8" LEAD LINED GYP. BD. ON

IR SCAN ROOM SIDE ONLY.

(0.79 MM Pb EQUIV.)

WALL TYPE EWALL TYPE DWALL TYPE B1WALL TYPE A1 WALL TYPE C1

WALL TYPE HWALL TYPE F1 WALL TYPE G WALL TYPE I WALL TYPE J

BOTTOM OF DECK

RE: STRUCTURAL

CEILING HEIGHT

RE: RCP (WHERE REQ'D)

BOTTOM OF DECK

RE: STRUCTURAL

BOTTOM OF DECK

RE: STRUCTURAL

BOTTOM OF DECK

RE: STRUCTURAL

BOTTOM OF DECK

RE: STRUCTURAL

BOTTOM OF DECK

RE: STRUCTURAL

BOTTOM OF DECK

RE: STRUCTURAL

BOTTOM OF DECK

RE: STRUCTURAL

BOTTOM OF DECK

RE: STRUCTURAL

BOTTOM OF DECK

RE: STRUCTURAL

CEILING HEIGHT

RE: RCP (WHERE REQ'D)

CEILING HEIGHT

RE: RCP (WHERE REQ'D)

CEILING HEIGHT

RE: RCP (WHERE REQ'D)

CEILING HEIGHT

RE: RCP (WHERE REQ'D)

CEILING HEIGHT

RE: RCP (WHERE REQ'D)

CEILING HEIGHT

RE: RCP (WHERE REQ'D)

CEILING HEIGHT

RE: RCP (WHERE REQ'D)

CEILING HEIGHT

RE: RCP (WHERE REQ'D)

CEILING HEIGHT

RE: RCP (WHERE REQ'D)

5/8" GYP. BD. EACH SIDE 5/8" GYP. BD. EACH SIDE

5/8" GYP. BD. EACH SIDE

5/8" GYP. BD. EACH SIDE5/8" GYP. BD.

5/8" GYP. BD.

5/8" GYP. BD.

5/8" GYP. BD.

PROVIDE BRACING, AS REQ'D, TO STABILIZE

WALL @ 48" O.C. MAX

PROVIDE BRACING, AS REQ'D, TO STABILIZE

WALL @ 48" O.C. MAX

PROVIDE BRACING, AS REQ'D, TO STABILIZE

WALL @ 48" O.C. MAX

INSTALL FIRESAFING INSULATION

TO SEAL TOP OF WALL (RATED WALLS ONLY)

6" SOUND BATT INSULATION

(WHERE REQ'D) EXTEND 2'0"

EA DIRECTION FROM FACE

OF WALL

6" SOUND BATT INSULATION

(WHERE REQ'D) EXTEND 2'0"

EA DIRECTION FROM FACE

OF WALL

6" SOUND BATT INSULATION

(WHERE REQ'D) EXTEND 2'0"

EA DIRECTION FROM FACE

OF WALL

3 5/8" METAL STUD @ 16"

O.C. W/ HORIZ. BRACING

AS REQ'D

3 5/8" METAL STUD @ 16"

O.C. W/ HORIZ. BRACING

AS REQ'D

3 5/8" METAL STUD @ 16"

O.C. W/ HORIZ. BRACING

AS REQ'D

3 5/8" METAL STUD @ 16"

O.C. W/ HORIZ. BRACING

AS REQ'D

METAL RUNNERS TOP

AND BOTTOM

METAL RUNNERS TOP

AND BOTTOM

METAL RUNNERS TOP

AND BOTTOM

METAL RUNNERS TOP

AND BOTTOM

METAL RUNNERS TOP

AND BOTTOM

METAL RUNNERS TOP

AND BOTTOM

METAL RUNNERS TOP

AND BOTTOM

METAL RUNNERS TOP

AND BOTTOM

METAL RUNNERS TOP

AND BOTTOM

3 1/2" SOUND BATT

INSULATION

3 1/2" SOUND BATT

INSULATION

3 1/2" SOUND BATT

INSULATION

3 1/2" SOUND BATT

INSULATION3 1/2" SOUND BATT

INSULATION

5 1/2" SOUND BATT

INSULATION

FLOOR FLOOR FLOOR FLOOR

FLOORFLOOR

FLOOR

FLOORFLOOR

DEEP LEG DEFLECTION/

SLIP TRACK

6" METAL STUD @ 16"

O.C. W/ HORIZ. BRACING

AS REQ'D 6" METAL STUD @ 16"

O.C. W/ HORIZ. BRACING

AS REQ'D

6" METAL STUD @ 16"

O.C. W/ HORIZ. BRACING

AS REQ'D

6" METAL STUD @ 16"

O.C. W/ HORIZ. BRACING

AS REQ'D

5/8" LEAD LINED GYP. BD. ON

IR SCAN ROOM SIDE ONLY.

(0.79 MM Pb EQUIV.)

5/8" LEAD LINED GYP. BD. ON

IR SCAN ROOM SIDE ONLY.

(0.78 MM Pb EQUIV.)

DEEP LEG DEFLECTION/

SLIP TRACK

DEEP LEG DEFLECTION/

SLIP TRACK

DEEP LEG DEFLECTION/

SLIP TRACK

5/8" LEAD LINED GYP. BD.

(0.78 MM Pb EQUIV.)

6" SOUND BATT INSULATION

(WHERE REQ'D) EXTEND 2'0"

EA DIRECTION FROM FACE

OF WALL

PROVIDE BRACING, AS REQ'D, TO STABILIZE

WALL @ 48" O.C. MAX

INSTALL FIRESAFING INSULATION

TO SEAL TOP OF WALL

(RATED WALLS ONLY)

INSTALL FIRESAFING INSULATION

TO SEAL TOP OF WALL

(RATED WALLS ONLY)

TYPE WALL DESCRIPTION

A2 LEAD LINED GYP. AND

1-HOUR RATED U.L. DESIGN

NO. U404

VEG 18.13

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

M

I N

6" M

IN

1"

LENGTH OF END SPAN

LESSER OF 8" OR 1/4 *

2" MIN.

TYP.

(PANEL FREE TO SLIDE)

3/4" MIN. CLEARANCE

06/13/2019 MVP SD

A-502

CEILING DETAILS

VEG 18.13

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

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

6" 1' 2' 4' 8'0

SOFFIT DETAIL

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

6" 1' 2' 4' 8'0

GYPSUM CEILING DETAIL

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

6" 1' 2' 4' 8'0

ACOUSTIC CEILING DETAIL

WIRE HANGERS PER MNFR'S

RECOMMENDATION

MTL. CEILING GRID

SUSP. ACOUSTIC

CEILING TILES

SEE PLAN FOR WALL TYPE

3 5/8" MTL. STUDS @ 16" O.C.

ATTACH TO STRUCTURE

5/8" GYP. BD. (PAINTED) ON

3 5/8" MTL. STUDS @ 16" O.C.

5/8" GYP. BD. (PAINTED) ON

3 5/8" MTL. STUDS @ 16" O.C.

SUSP. ACOUSTIC

CEILING TILES

COMPRESSION STRUT

12 GUAGE BRACING WIRE W/MIN. 4

TIGHT TURNS IN 1-1/2" BOTH ENDS

OF WIRE - CONNECT TO MAIN

RUNNER (4 TOTAL AT 90°)

12 GAUGE VERTICAL HANGER WIRE AT

4'-0" EACH WAY WITH MINIMUM 3 TIGHT

TURNS IN 1-1/2" BOTH ENDS (TYP.)

2" (MAX.) FROM BRACING WIRES TO

COMPRESSION STRUT AND CROSS RUNNER

MAIN RUNNER

CROSS RUNNER

4" MAX.

20 GAUGE MIN. DECK

2 - #8 X 1/2"

SELF-TAPPING SCREWS

STEEL STRAP 3" WIDE X 12. GA (MIN)

BRACING WIRE

SCALE: NO SCALE

LATERAL BRACING ASSEMBLY

ALTERNATE STRUT LOCATION W/O NAIL.

NOTCHING PERMITTED ONLY AT RUNNER.

SLOTTED ANGLE SPACER WITH HORIZONTAL 6D

RINGSHANK NAIL (NAIL HEAD TOWARD SPAN)

MAIN OR CROSS RUNNER

ACOUSTIC PANEL

WALL CONNECTION - ANCHOR

WALL ANGLE

VEG 18.13

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

SCALE: NO SCALE

HEAD DETAIL

05/23/2019 MVP SD

A-601

DOOR SCHEDULE

WALL LOCATION

PER PLAN

PER WALL

TYPE

DOOR PER SCHEDULE

HOLLOW METAL DOOR FRAME.

REFER TO SCHEDULE AND

SPECIFICATIONS

JOINT SEALANT PER

SPECIFICATIONS (TYP.

BOTH SIDES ALL

AROUND)

SEE PLAN FOR WALL TYPE

6" LIGHT GAGE METAL STUD

BOX HEADER

2"

5 7/8"

DOOR PER SCHEDULE

HOLLOW METAL DOOR FRAME.

REFER TO SCHEDULE AND

SPECIFICATIONS

JOINT SEALANT PER

SPECIFICATIONS (TYP.

BOTH SIDES ALL

AROUND)

SEE PLAN FOR WALL TYPE

DOUBLE METAL STUD AT

DOOR JAMB

6" U

.N .O

2"

SCALE: NO SCALE

JAMB DETAIL

PER WALL

TYPE

C1 D1 F2F1

PER

SCHEDULE

3'-

"PE

R

SC

HE

DU

LE

8"

8" 8"

PER

SCHEDULE

PE

R

SC

HE

DU

LE

PE

R

SC

HE

DU

LE

2" 2"

PER

SCHEDULE

2"

7'- 2"

2"

2"

PER

SCHEDULE 2"

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

9" 1'-6" 3' 6' 12'0

FRAME TYPE SCHEDULE

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

9" 1'-6" 3' 6' 12'0

DOOR TYPE SCHEDULE

Q1

S R

P

06/13/2019 KLM NWR

FA-101

FIRE ALARM FLOOR PLAN

VEG 18.13

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

12364 W. Alameda Pkwy Ste. 135

Lakewood, Colorado 80228

303-985-3300 Office

303-985-5594 Fax www.veritasfire.com

FIRE ENGINEERING, INC.

1E20

PATIENT

DRESSING RM

1E22-1

TREATMENT

PETSCAN

1E18

TREATMENT #01

(114, INJECTION)

1E21

PATIENT PREP

INJECTION

1E19

PATIENT PREP

INJECTION

1E24-1A

CONTROL RM

1E24

LAB

1E91

ENTRANCE

(TO UTILITY TUNNEL)1E17

RESTROOM

1E14

LAB/OFFICE

1E16

LAB/OFFICE

1E15

LAB/OFFICE

1EA

STAIR LEVEL

1EAA

ELECTRICAL

1EAB

ENTRY

(UTILITIES)

1EAC

TEL/DATA

1EAD

AUX. SYSTEMS

1E92

EXTRASTITIAL

SPACE

1E94

EXTRASTITIAL

SPACE

1E24-1B

EQUIPMENT

ROOM 1

1E24-1C

EQUIPMENT

ROOM 2

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

1' 2' 4' 8' 16'0

FIRE ALARM FLOOR PLAN

1E00A

CORRIDOR

1E00A

CORRIDOR

THE SCOPE OF THIS PROJECT IS TO

PROVIDE NEW FIRE ALARM NOTIFICATION

FOR A TENANT IMPROVEMENT IN AN

EXISTING BUILDING. SEQUENCE OF

OPERATIONS REMAINS AS INSTALLED.

EDITION OF CODES:

SCALE: NO SCALE

LEGEND

INSTALLATION NOTES:

1. ALL FIRE ALARM EQUIPMENT SHALL BE INSTALLED PER NFPA 72 AND THE

MANUFACTURER'S INSTRUCTIONS.

2. ALL INITIATING DEVICES SHALL BE FIELD LOCATED BASED UPON THE LOCATION OF

DIFFUSERS, LIGHTS, AND OTHER POTENTIAL OBSTRUCTIONS.

3. WALL MOUNTED AUDIBLE/VISUAL APPLIANCES SHALL BE MOUNTED SUCH THAT THE

ENTIRE LENS IS PLACED BETWEEN NOT LESS THAN A MIN. 80" A.F.F., & NO MORE

THAN 96" A.F.F.

4. ALL WIRING INSTALLATION SHALL CONFORM TO THE NEC.

5. ALL WIRING BELOW 7'-6" SHALL BE INSTALLED IN CONDUIT OR PROTECTED BY THE

BUILDING STRUCTURE.

6. THE VISUAL APPLIANCES SHALL CONTINUE TO OPERATE AFTER THE AUDIBLE

NOTIFICATION APPLIANCE(S) HAVE BEEN SILENCED. THE VISUAL NOTIFICATION

APPLIANCE(S) SHALL RESTORE TO NORMAL WHEN THE FIRE ALARM CONTROL PANEL

IS RESET.

7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RETURN ALL WIRES TO

THE PANEL FREE OF OPENS, GROUNDS, SHORTS AND/OR ANY OTHER CONDITION

THAT MAY PREVENT THE PROPER OPERATION OF THE FIRE ALARM SYSTEM.

SCALE: NO SCALE

TYPICAL DEVICE MOUNTING HEIGHTS

SCALE: NO SCALE

INSTALLATION NOTES

KEY PLAN

2015 IBC/IFC

2016 NFPA 72

2017 NFPA 70

SCOPE

FIRE ALARM PANEL

SYSTEM SUBMITTAL

KEY NOTES:

1. CONNECT NEW NOTIFICATION APPLIANCES TO

NEAREST NOTIFICATION CIRCUIT. FIELD VERIFY

CIRCUIT CAPACITY IS ADEQUATE.

SCALE: NO SCALE

KEY NOTES

SCALE: NO SCALE

LEGEND

Q1

S R

P

06/13/2019 KLM NWR

FP-101

FIRE PROTECTION FLOOR PLAN

VEG 18.13

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

12364 W. Alameda Pkwy Ste. 135

Lakewood, Colorado 80228

303-985-3300 Office

303-985-5594 Fax www.veritasfire.com

FIRE ENGINEERING, INC.

1E20

PATIENT

DRESSING RM

1E22-1

TREATMENT

PETSCAN

1E18

TREATMENT #01

(114, INJECTION)

1E21

PATIENT PREP

INJECTION

1E19

PATIENT PREP

INJECTION

1E24-1A

CONTROL RM

1E24

LAB

1E91

ENTRANCE

(TO UTILITY TUNNEL)1E17

RESTROOM

1E14

LAB/OFFICE

1E16

LAB/OFFICE

1E15

LAB/OFFICE

1EA

STAIR LEVEL

1EAA

ELECTRICAL

1EAB

ENTRY

(UTILITIES)

1EAC

TEL/DATA

1EAD

AUX. SYSTEMS

1E92

EXTRASTITIAL

SPACE

1E94

EXTRASTITIAL

SPACE

1E24-1B

EQUIPMENT

ROOM 1

1E24-1C

EQUIPMENT

ROOM 2

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

1' 2' 4' 8' 16'0

FIRE PROTECTION FLOOR PLAN

1E00A

CORRIDOR

1E00A

CORRIDOR

KEY PLAN

3. ALL AREAS ARE LIGHT HAZARD EXCEPT MECHANICAL AND STORAGE AREAS

2. THE REMODELED SPACE IS A LIGHT HAZARD MEDICAL TREATMENT AREA.

4. THE FP CONTRACTOR MAY UTILIZE THE SMALL SMALL ROOM RULE AS ALLOWED PER

NFPA 13 8.6.3.2.4 2016 EDITION

BID NOTE:

THESE DRAWINGS ARE DIAGRAMMATIC ONLY. THE AWARDED

CONTRACTOR SHALL BE RESPONSIBLE FOR PRODUCTION OF ALL

SUBMITTAL DOCUMENTS AND OBTAINING ALL REQUIRED PERMITS AND

APPROVALS . THE AWARDED CONTRACTOR SHALL BE RESPONSIBLE FOR

ANY REQUIRED OFFSETS OF SPRINKLER PIPING AS NEEDED FOR ONSITE

COORDINATION WITH OTHER TRADES.

REMODEL LEGEND

PLAN NOTES

1. THIS WORK CONSISTS OF THE DESIGN AND REMODEL OF AN EXISTING AUTOMATIC FIRE

SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13 REQUIREMENTS. THE EXISTING

SYSTEM IS HYDRAULICALLY DESIGNED TO PROVIDE A MINIMUM 0.1 GPM PSF OVER 1500

SQFT LIGHT HAZARD OCCUPANCY.

ADDED OR RELOCATED SPRINKLER

P PLUG

5. PROVIDE TEMPORARY UPRIGHT SPRINKLERS OVER CONTROL ROOM AND CORRIDOR

WHILE CEILING IS REMOVED.

06/13/2019 DD DN

P-001

PLUMBING GENERAL NOTES,

SYMBOLS, AND ABBREVIATIONS

VEG 18.13

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

DOMESTIC HOT WATER, HOT WATER

DOMESTIC COLD WATER, COLD WATER

ORAL EVACUATION

LABORATORY VACUUM

LABORATORY AIR

MEDICAL VACUUM

MEDICAL AIR

DOMESTIC HOW WATER RETURN

STORM WATER, BELOW GRADE

STORM WATER

SANITARY SEWER, BELOW GRADE

DRAIN

DRINKING WATER SUPPLY

DRINKING WATER RETURN

NITROUS OXIDE

TEMPERED WATER RETURN

TEMPERED WATER SUPPLY

INDUSTRIAL AIR

SOIL, WASTE, OR SANITARY SEWER

SOFTEN COLD WATER

FILTERED COLD WATER

OXYGEN

NITROGEN

NATURAL GAS, BELOW GRADE

NATURAL GAS

FUEL OIL DISCHARGE

FUEL OIL SUPPLY

FUEL OIL RETURN

FUEL OIL VENT

VENT (SANITARY)

LIMIT OF DEMOLITION

ANCHOR

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

ECCENTRIC REDUCER

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

AND EXISTING WORK

POINT OF CONNECTION BETWEEN NEW

PRESSURE GAGE

THERMOMETER

STRAINER

FLOW ELEMENT

FLOAT & THERMOSTATIC TRAP SET INCLUDING

PIPING ACCESSORIES

PIPING ACCESSORIES

INVERTED BUCKET TRAP SET INCLUDING

PIPE UP

PIPE DOWN

CLEAN OUT

HOSE BIB

BALL VALVE

GATE VALVE WITH 3/4 " HOSE ADAPTER

CHECK VALVE

ANGLE GLOBE VALVE

BUTTERFLY VALVE

MODULATING CONTROL VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL VALVE

AUTOMATIC FLOW CONTROL VALVE

PRESSURE RELIEF VALVE

GATE VALVE

MANUAL AIR VENT

TEST PLUG (PRESSURE/TEMPERATURE)

GLOBE VALVE

PRESSURE REGULATING VALVE

THREE-WAY TWO POSITION CONTROL VALVE

AUTOMATIC AIR VENT

A/E ARCHITECT/ENGINEER

AD AREA DRAIN/ACCESS DOOR

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AG AIR GAP

AP ACCESS PANEL

AS AUTOMATIC SPRINKLER

ASD ADJUSTABLE SPEED DRIVES

ASD AUTOMATIC SPRINKLER DRAIN

ASHRAE AMERICAN SOCIETY OF HEATING,

REFRIGERATION, AIR CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS

ASR AUTOMATIC SPRINKLER RISER

AV ACID VENT

AW ACID WASTE

BFP REDUCED PRESSURE BACKFLOW PREVENTER

BHP BREAK HORSEPOWER

BSP BLACK STEEL PIPE

BT BATHTUB

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C CELSIUS

CA COMPRESSED AIR

CGA COMPRESSED GAS ASSOCIATION

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CO CLEANOUT

CS CLINICAL SINK

CV CONTROL VALVE

DCW DOMESTIC COLD WATER

DFU DRAINAGE FIXTURE UNITS

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DHWS DOMESTIC HOT WATER SUPPLY

DI DEIONIZED WATER

DN DOWN

DOE DEPARTMENT OF ENERGY

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWR DRINKING WATER RETURN

DWS DRINKING WATER SUPPLY

DWV DRAIN WASTE VENT

EL ELEVATION

EMCS ENERGY MONITORING AND CONTROL SYSTEM

EPA ENVIROMENTAL PROTECTION AGENCY

EPACT ENERGY POLICY ACT

ESC ESCUTCHEON

ESH EMERGENCY SHOWER

ET EXPANSION TANK

EWH ELECTRIC WATER HEATER

EWS EYE WASH STATION

EWS/SH EYE WASH/DRENCH SHOWER

EX EXISTING

F FAHRENHEIT

FCO FLOOR CLEANOUT

FCW FILTERED COLD WATER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT (HOSE) CONNECTION

FM FLOW METER

FOP FUEL OIL PUMP

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOV FUEL OIL VENT

FS FLOOR SINK

FS FLOW SWITCH

FU FIXTURE UNITS

GAL GALLON

GCO GRADE CLEANOUTS

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GRS GAS REGULATOR STATION

GT GREASE TRAP

GVTR GAS VENT THROUGH ROOF

GWH GAS FIRED WATER HEATER

H&CW HOT AND COLD WATER

HB HOSE BIBB

HD HUB DRAIN

HEX HEAT EXCHANGER

HP HORSEPOWER

HS HAND SINK

HST HOT WATER STORAGE TANK (DOMESTIC)

HWB HOT WATER BOILER

HWCP HOT WATER CIRCULATING PUMP

HWP HOT WATER PUMP

HYD HYDRANT

ID INSIDE DIAMETER

IE INVERT ELEVATION

ICW INDUSTRIAL COLD WATER

IHW INDUSTRIAL HOT WATER

INV INVERT

IPC INTERNATIONAL PLUMBING CODE

IRW IRRIGATION WATER

IW INDIRECT WASTE

IWH INSTANTANEOUS WATER HEATER

IWR INDUSTRIAL WATER RETURN

IWS INDUSTRIAL WATER SUPPLY

KW KILOWATT

KWH KILOWATT-HOUR

L/S LITER PER SECOND

LA LABORATORY AIR

LAV LAVATORY

LBS/HR POUNDS PER HOUR

LCW LABORATORY COLD WATER

LHW LABORATORY HOT WATER

LNG LIQUID NATURAL GAS

LOX LIQUID OXYGEN

LV LABORATORY VACUUM

LW LOW WATER

M METER

MA MEDICAL AIR

MAV MANUAL AIR VENT

MBH 1000 BTUH

MED MEDICAL

MER MECHANICAL EQUIPMENT ROOM

MH MANHOLE

MOU MEMORANDUM OF UNDERSTANDING

MSB MOP SERVICE BASIN

MV MEDICAL VACUUM

N2 NITROGEN

N20 NITROUS OXIDE

NC NORMALLY CLOSED

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NPW NON-POTABLE WATER

NTS NOT TO SCALE

O2 OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OR OPERATING ROOM

OVFL OVERFLOW

PA PASCAL

PD PRESSURE DROP OR DIFFERENCE

PDI PLUMBING AND DRAINAGE INSTITUTE

PG PRESSURE GAGE

PP PLUMBING PUMP

PPM PARTS PER MILLION

PRS PRESSURE REDUCING STATION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH ATMOSPHERE

PSIG POUNDS PER SQUARE INCH GAGE

PTRV PRESSURE TEMPERATURE RELIEF VALVE

PW POTABLE WATER

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RL ROOF LEADER

RP RECIRCULATION PUMP

RO REVERSE OSMOSIS WATER

RWL RAIN WATER LEADER

SAN SANITARY SEWER

SMACNA SHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATION

SCFM STANDARD CUBIC FOOT/MINUTE

SCW SOFTENED COLD WATER

SDMH STORM DRAIN MANHOLE

SMH SANITARY MANHOLE

SP SUMP PUMP

SPR SPRINKLER LINE

SQFT/SF SQUARE FEET

SS STAINLESS STEEL

ST STORAGE TANK

SW STORM WATER

TCV TEMPERATURE CONTROL VALVE

TD TEMPERATURE DIFFERENCE

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD TEMP TEMPERATURE

TMV THERMOSTATIC MIXING VALVE

TP TRAP PRIMER

TSTAT THERMOSTAT

TWR TEMPERED WATER RETURN

TWS TEMPERED WATER SUPPLY

TYP TYPICAL

V VENT

VAC VACUUM

VB VACUUM BREAKER

VCO VACUUM CLEANER OUTLET

VP VACUUM PUMP

VS VENT STACK

VSD VARIABLE SPEED DRIVE

VTR VENT THROUGH ROOF

W WASTE

WC WATER CLOSET

WCO WALL CLEANOUT

WG WATER GAGE

WH WALL HYDRANT

WH WATER HEATER

WHA WATER HAMMER ARRESTER

WL WATER LINE

WM WATER METER

WPD WATER PRESSURE DROP

WS WASTE STACK

WSFU WATER SUPPLY FIXTURE UNITS

YCO YARD CLEANOUT

YH YARD HYDRANT

PLUMBING PIPING SYMBOLS GENERAL PLUMBING SYMBOLS PLUMBING VALVE SYMBOLS

PLUMBING ABBREVIATIONS

A

N S

A N

S A

N S

A N

S A

N S

A N

S A

N S

A N

S

A

N

S

A

N

S

A

N

S

A

N

S A

N

SAN SAN SAN SAN SAN

FD-1

(E) 1" Ø

(E) 2" Ø (E) 2" Ø

(E) 4" Ø

(E) 2" Ø

2" Ø V

3" Ø

SIEMENS

PROVIDED

CWC CABINET

SIEMENS

PROVIDED PET

SCANNER

T

Q1 S

R

34A3433A31A

PROVIDE TYPE E FLOOR DRAIN. REFER TO SPECIFICATIONS SECTION 23 13 00 FOR

REQUIREMENTS. ROUTE DRAINS FROM PET SCANNER AND FCU-1 FAN COIL UNIT

TO FLOOR DRAIN. COORDINATE LOCATION OF FLOOR DRAIN WITH NEW SIEMENS

EQUIPMENT. REFER TO MP101 FOR PIPING SCHEMATIC.

REMOVE AND REPLACE EXISTING SINK WITH COUNTER MOUNTED HAND SINK,

P-418. PROVIDE NEW PIPE CONNECTIONS TO EXISTING PIPES.

KEY NOTES:

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

1' 2' 4' 8' 16'0

PLUMBING FLOOR PLAN

06/13/2019 DD DN

P-101

PLUMBING FLOOR PLAN

VEG 18.13

660-CSI-108

500 FOOTHILL DRIVE SALT LAKE CITY, UT 84148

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD3-100%)

PET Scanner Site Prep

1E20

PATIENT

DRESSING RM

1E18

PATIENT PREP

INJECTION

1E21

PATIENT PREP

INJECTION

1E19

PATIENT PREP

INJECTION

1E24

CONTROL RM

1E24

LAB

1E17

RESTROOM

1E14

LAB/OFF…