Attachment 3-Part 2 of 9-Drawings-EHRM-Salt Lake City.pdf

"12" 6"

ISOMETRIC VIEW

SIDE VIEW

UNISTRUT SUPPORT

THREADED ROD,

TYPICAL

WASHER AND NUT

ABOVE AND BELOW

UNISTRUT, TYPICAL

NOTE:

MAXIMUM WIDTH OF

PERPENDICULAR CROSSING

IS 6 FEET WIDE

SECURE BASKET TRAY TO

UNISTRUT PER

MANUFACTURER'S

SPECIFICATIONS

DUCT WORK

FINISHED CEILING

CABLE TRAY

ISOMETRIC VIEW

CABLE TRAY

NOTE:

INSTALL UNISTRUT SUPPORT

1'-0" FROM EITHER SIDE OF

CABLE TRAY SPLICE POINT

UNISTRUT SUPPORT,

TYPICAL

CABLE TRAY

SPLICE POINT

WASHER AND NUT

ABOVE AND BELOW

UNISTRUT, TYPICAL

SECURE BASKET TRAY

TO UNISTRUT PER

MANUFACTURER'S

SPECIFICATIONS, TYPICAL

USE MANUFACTURER'S JOINT

SPLICE SPECIFICATIONS TO

ENSURE PROPER BONDING

THREADED ROD,

TYPICAL

ISOMETRIC VIEW

CABLE TRAY

THREADED ROD,

TYPICAL

UNISTRUT SUPPORT

SEISMIC SUPPORT,

TYPICAL

SEISMIC

SUPPORT,

TYPICAL

NOTE:

SEISMIC ENGINEERING TO

BE DONE BY OTHERS

WASHER AND NUT

ABOVE AND BELOW

UNISTRUT, TYPICAL

SECURE BASKET TRAY TO

UNISTRUT PER

MANUFACTURER'S

SPECIFICATIONS, TYPICAL

THREADED ROD,

TYPICAL

CABLE BASKET

TRAY

NOTE:

INSTALL UNISTRUT

SUPPORT 1'-0" FROM

EITHER END OF CABLE

BASKET TRAY ON EACH

10'-0" SECTION.

ISOMETRIC VIEW

UNISTRUT, TYPICAL

WASHER AND NUT

ABOVE AND BELOW

UNISTRUT, TYPICAL

SECURE CABLE BASKET

TRAY TO UNISTRUT PER

MANUFACTURER'S

SPECIFICATIONS, TYPICAL

ISOMETRIC VIEW

NOTE:

INSTALL UNISTRUT

SUPPORT 1'-0" FROM

CABLE TRAY SPLICE

POINT, TYPICAL.

UNISTRUT SUPPORT,

TYPICAL.

THREADED ROD,

TYPICAL.

CABLE TRAY

WASHER AND NUT

ABOVE AND BELOW

UNISTRUT, TYPICAL.

SECURE BASKET TRAY

TO UNISTRUT PER

MANUFACTURER'S

SPECIFICATIONS,

TYPICAL.

12" 6"

ISOMETRIC VIEW

SIDE VIEW

CABLE TRAY

UNISTRUT SUPPORT

THREADED ROD,

TYPICAL

DUCT WORK

FINISHED

CEILING

WASHER AND NUT

ABOVE AND BELOW

UNISTRUT, TYPICAL

SECURE BASKET TRAY TO

UNISTRUT PER MANUFACTURER'S

SPECIFICATIONS

UNISTRUT SUPPORT,

TYPICAL

THREADED ROD,

TYPICAL

WASHER AND NUT

ABOVE AND BELOW

UNISTRUT, TYPICAL

SECURE BASKET TRAY

TO UNISTRUT PER

MANUFACTURER'S

SPECIFICATIONS,

TYPICAL

ISOMETRIC VIEW

NOTE:

INSTALL UNISTRUT

SUPPORT 1'-0" FROM

CABLE BASKET TRAY

SPLICE POINT, TYPICAL.

CABLE BASKET

TRAY

12"

6"

5' T

YPIC

AL

ISOMETRIC VIEW

SIDE VIEW

J-HOOKS, TYPICAL

CABLE TRAY

THREADED ROD,

TYPICAL

FINISHED CEILING

SECURE CABLE TRAY TO

UNISTRUT PER

MANUFACTURER'S

SPECIFICATIONS

WASHER AND NUT

ABOVE AND BELOW

UNISTRUT, TYPICAL

UNISTRUT SUPPORT,

TYPICAL

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

S

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ET503

TELECOM DETAILS EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

GENERAL

08 JUN 2023 ARNOLD,

FELT

TAYLOR,

SOUTHERN

SCALE: NTSF2

TYPICAL CABLE TRAY W/ PERPENDICULAR CROSSING DETAIL

SCALE: NTSF5

TYPICAL CABLE TRAY W/ SUPPORT AT SPLICE POINT DETAIL

SCALE: NTSB8

TYPICAL CABLE TRAY W/ SEISMIC SUPPORTS DETAIL

SCALE: NTSF8

TYPICAL 10'-0" CABLE TRAY SECTION W/ SUPPORT DETAIL

SCALE: NTSD8

TYPICAL CABLE TRAY INTERSECTION W/ SUPPORTS DETAIL

SCALE: NTSB5

TYPICAL CABLE TRAY W/ PARALLEL OBSTRUCTION DETAIL

SCALE: NTSD5

TYPICAL CABLE TRAY 90 DEGREE BEND W/ SUPPORTS DETAIL

SCALE: NTSD2

TYPICAL CABLE TRAY W/ J-HOOK ABOVE DETAIL

Revisions: Date:

06/08/23

IP NETWORK

GENERAL DIVISION OF WORK

CARD READERS - BY SECURITY CONTRACTOR

CONTACT INDICATORS - BY SECURITY CONTRACTOR

ACCESS CONTROL SYSTEM - EXISITNG

TYCO SOFTWARE HOUSE

RACEWAYS - SECURITY CONTRACTOR

CABLING - BY SECURITY CONTRACTOR

ELECTRIFIED DOOR HARDWARE -BY SECURITY

CONTRACTOR

DOOR POWER SUPPLIES @ CONTROL PANEL -

BY SECURITY CONTRACTOR

2-DOOR

LOCAL

DOOR

POWER

SUPPLY

(WHERE

SHOWN

ON PLANS)

120V EMERGENCY

POWER

CABLETRAY W/CABLING

WHERE AVAILABLE OR

CONDUIT HOMERUN

1" CND W/

CABLING

ACCESS CONTROL PANEL

POWER SUPPLY

BATTERIES

TYPICAL ACCESS CONTROL PANEL (QTY AS REQUIRED)

ELECTRIFIED DOOR POWER

SUPPLY, SIZED FOR ELECTRIFIED

DOOR HARDWARE + 20% SPARE

BATTERIES

TYPICAL DOOR POWER SUPPLY PANEL "PS"

120V EMERGENCY

POWER

120V EMERGENCY

POWER

TYPICAL ACCESS CONTROL

PROVIDE QUANTITY AS REQUIRED

TYP, MONITORED INPUT FOR FIRE ALARM B

EPT

CR A

C

B

CI

TYPICAL CARD READER W/ KEYPAD

TYPICAL CONTACT INDICATOR

TYPICAL ELECTRIC POWER TRANSFER

J-BOX

(ABOVE

CEILING

AT

DOOR)

1" CND W/

CABLING

ACCESS CONTROL SYSTEM CONDUIT

AND CABLING SCHEULE

A

B

C

1" CND W/ (1) #22/6 TWSP

0.75" CND W/ (1) #12/2 TWP

0.75" CND W/ (2) #22/2 TWP

G E

N E

R A

L C

O N

T R

O L L E

R

M O

D U

L E

D

O O

R A

C M

B O

A R

D W

IT

H

I N

P U

T S

O U

T P

U T

S

D

O O

R A

C M

B O

A R

D W

IT

H

I N

P U

T S

O U

T P

U T

S

D 0.75" CND W/ (2) #22/4 TWP

ES BTYPICAL ELECTRIC STRIKE

DMSTYPICAL MOTION SENOR

REX (MOTION SENORS) - BY SECURITY CONTRACTOR

SOFTWARE HOUSE I-STAR SERIES CONTROLER

FINISHED FLOOR

FINISHED CEILING

120V POWER

CND & CABLING

TO ACCESS CONTROL PANEL

LOCAL DOOR POWER SUPPLY

(WHERE SHOWN ON PLANS)

CND & CABLING

(STUB CND INTO FRAME)

8"x8"x6" J-BOX

ELECTRIC STRIKE

HID RK40 CARD

READER 4-SQUARE

BOX W/ SINGLE RING

(WHERE SHOWN ON

PLANS)

(TYP) DOOR

CONTACT IN FRAME,

WHERE SHOWN ON

PLANS

ACCESS CONTROLLER

ENCLOSURE, SURFACE MOUNTED

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

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TELECOM SECURITY DETAILS AND

RISER DIAGRAMS

EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

GENERAL

08 JUN 2023 ARNOLD,

FELT

TAYLOR,

SOUTHERN

SCALE: NTSF6

ACCESS CONTROL RISER DIAGRAM

SCALE: 1/8" = 1'-0"F2

TYPE # 1 SINGLE DOOR ELECTRIC STRIKE

FB/PT

BEAM CLAMP,

TYPICAL

GENERAL NOTES:

1. ALL LOW VOLTAGE COMMUNICATIONS CONDUIT

SHALL BE GROUNDED TO BASKET TRAY OR

TELECOMMUNICATIONS GROUNDING BUS BAR.

2. "TMGB" SHOULD BE 1/4"x4"x24".

3. "TGB" SHOULD BE 1/4"x2"x24".

4. EMT CONDUIT GROUNDING CLAMP SHOULD BE

ELECTROLYTIC CAST BRONZE (PANDUIT PART

NUMBER GPL-"X"-"X", OR EQUAL).

5. RIGID CONDUIT GROUND CLAMP SHOULD BE

PART NUMBER O-Z/GEDNEY BLG-XXXX, OR

HBLG-XXXX, OR EQUAL.

6. GROUNDING LUGS SHOULD BE TWO-HOLE LONG

BARREL LUGS (PANDUIT PART NUMBER

LCC6, OR EQUAL).

CABLE BASKET TRAY.

FOLLOW MANUFACTURER'S

GROUNDING INSTRUCTIONS.

COMMUNICATION

OUTLET, TYPICAL

FLOOR BOX/POKE THRU

BOX, TYPICAL

CONDUIT, TYPICAL

ENTRANCE CONDUITS

OR METALLIC SLEEVES

GROUNDING ELECTRODE

TO BUILDING ELECTRODE

SYSTEM (OVERHEAD OR

UNDERGROUND)

1 EA., #6 CABLE,

GREEN

1 EA., #6 CABLE,

GREEN

1 EA., #6 CABLE,

GREEN

TMGB/TGB,

TYPICAL

TO ELECTRICAL

PANEL, TYPICAL

RBB1 (1RU) RBB1 (1RU)

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

S

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V A

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TELECOM EQUIPMENT RACK

GROUNDING DETAIL

EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

GENERAL

08 JUN 2023 ARNOLD,

FELT

TAYLOR,

SOUTHERN

SCALE: 1/8" = 1'-0"F2

TYPICAL TELECOM EQUIPMENT RACK GROUNDING DETAIL

HAZARDOUS ABATEMENT GENERAL NOTES

1. CONTRACTOR SHALL ABATE ALL ASBESTOS AND LEAD SHIELDING CONTAINING

MATERIAL, LEAD BASE PAINT, AND PCB ITEMS PRIOR TO ALL OTHER DEMOLITION. REFER

TO ABATEMENT SPECIFICATIONS FOR LOCATIONS OF HAZARDOUS CONTAINING

MATERIALS.

2. SEE THE ABATEMENT SCHEDULE LEFT FOR SPACES WITHIN THE PROJECT SCOPE THAT

CONSIST OF SIGNIFICANT ARCHITECTURAL RENOVATIONS.

3. THE INFORMATION IN THE ABATEMENT SCHEDULE WAS PROVIDED BY THE VA AND

INDICATES KNOWN ASBESTOS CONTAINING MATERIALS (ACMs).

4. THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING THEIR OWN HAZARDOUS

MATERIAL SURVEY AND FOR VERIFYING ANY MATERIALS IN QUESTION PRIOR TO

CONDUCTING WORK IN ANY PROJECT SPACE. THE SCHEDULE PROVIDED LEFT IS TO

ASSIT THE CONTRACTOR IN QUANTIFYING THE ABATEMENT, BUT SHOULD NOT BE

CONSIDERED A COMPLETE OR EXHAUSTIVE LIST OF ALL HAZARDOUS MATERIALS.

5. THE TWO DIGIT NUMBER SUCCEEDING THE HYPHEN IN THE ROOM NUMBER COLUMN OF

THE ABATEMENT SCHEDULE INDICATES THE BUILDING IN WHICH THE ROOM RESIDES.

RAND M.

EARDLEY

128806

S T

OF

A T

E UTA

H

ARED CH

IT

E C T

N S

C E

L I

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

S L

C V

A M

C E

H R

M I n fr a s tr u c tu re U p g ra d e s /G e n

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HR101

HAZARDOUS MATERIAL

ABATEMENT

EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

GENERAL

08 JUN 2023 PURCELL ROOKER

ROOM DESIGNATION

DOOR DESIGNATION

WINDOW DESIGNATION

XX-AE110

4ELEVATION, (VIEW)

ELEVATION, (DATUM)

NORTH ARROW

A101

1 SIM

DETAIL

1 1/8" = 1'-0"

View NameDRAWING TITLE

STANDARD SYMBOLS

1REVISION DESIGNATION

GRID HEAD

MATCH

PROPERTY

GRID

HIDDEN

REMOVAL

OVERHEAD

LINE TYPES

NORTH

ARCHITECTURAL MATERIALS

GYPSUM BOARD CEILING / WALL

LAY-IN ACOUSTICAL CEILING

STEEL STUD

CONCRETE

CARPET / TILE (SECTION)

PLYWOOD (SECTION)

MASONRY WALL

DEMOLITION WALL

2 HR. FIRE BARRIER

1 HR. FIRE BARRIER

FIRE ALARM ZONE

SMOKE BARRIER

ROOM NAME

SQUARE FEET

GENERAL NOTES

1. ALL WORK SHALL CONFORM TO THE VA DESIGN MANUALS AND THE INTERNATIONAL BUILDING CODE (2018 EDITION), NFPA 101 (2021 EDITION) AND ALL LOCAL CODES, INCLUDING ANY AND ALL

COVENANTS, RULES AND REGULATIONS ADOPTED BY THE US DEPARTMENT OF VETERANS

AFFAIRS. INCLUDING BUT NOT LIMITED TO THE VA FIRE PROTECTION DESIGN MANUAL 2021.

2. COORDINATION OF WORK: THE GENERAL CONTRACTOR SHALL COMPARE ARCHITECTURAL

SPECIFICATIONS AND DRAWINGS WITH MECHANICAL AND ELECTRICAL SPECIFICATIONS AND

DRAWINGS. IF THERE ARE ANY DISCREPANCIES BETWEEN THEM, HE SHALL REPORT THE SAME

TO THE ARCHITECT IN WRITING AND OBTAIN FROM THE ARCHITECT WRITTEN INSTRUCTIONS

FOR NECESSARY CHANGES.

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE DRAWINGS AND DIMENSIONS AND

CONDITIONS AT THE SITE.

4. ALL MATERIALS SHALL BE NEW (U.N.O.) AND BOTH MATERIALS AND WORKMANSHIP SHALL BE OF

BEST QUALITY.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY, SECURITY AND PROTECTION IN AND

AROUND THE JOB SITE AND ADJACENT PROPERTIES (IF APPLICABLE).

6. ALL DETAILS AND NOTES ON DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO

SIMILAR SITUATIONS ELSEWHERE UNLESS NOTED OR SHOWN OTHERWISE. CONSTRUCTION

NOT SPECIFICALLY SHOWN SHALL BE ACCOMPLISHED AS PER MINIMUM REQUIREMENTS OF THE

VA DESIGN MANUALS AND THE INTERNATIONAL BUILDING CODE (2018 EDITION) AND NFPA 101

(2021 EDITION).

7. THE CONTRACTOR SHALL REVIEW, APPROVE AND VERIFY ALL SHOP DRAWINGS, PRODUCT

DATA, SAMPLES AND SIMILAR SUBMITTALS TO ASSURE THEY COMPLY WITH THE

REQUIREMENTS OF THE CONTRACT DOCUMENTS. SHOP DRAWINGS, PRODUCT DATA, SAMPLES,

AND SIMILAR SUBMITTALS SUBMITTED TO THE ARCHITECT WHICH HAVE NOT BEEN REVIEWED,

APPROVED, VERIFIED, STAMPED AND SIGNED BY THE GENERAL CONTRACTOR WILL BE

RETURNED TO THE GENERAL CONTRACTOR WITHOUT ACTION BY THE ARCHITECT. THE

ARCHITECT WILL REVIEW THE SHOP DRAWINGS FOR GENERAL CONFORMANCE WITH THE

DESIGN CONCEPT. THIS REVIEW BY THE ARCHITECT SHALL NOT BE CONSTRUED AS APPROVAL.

THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ERRORS AND OMISSIONS

IN SHOP DRAWINGS, PRODUCT DATA, SAMPLES OR SIMILAR SUBMITTALS BY THE ARCHITECT'S

REVIEW.

8. THE CONTRACTOR IS TO ENSURE THAT ANY SPRAY ON FIRE PROOFING, CONCRETE

ENCAPSULATED STRUCTURAL ELEMENTS, FLOOR ASSEMBLIES, OR FIRE RATED WALLS THAT

ARE DAMAGED, MODIFIED, OR PENETRATED DURING CONSTRUCTION ACTIVITIES ARE REPAIRED

IN SUCH A WAY THAT THE EXISTING FIRE RATING IS MAINTAINED AND CONTINUOUS.

RAND M.

EARDLEY

128806

S T

OF

A T

E UTA

H

ARED CH

IT

E C T

N S

C E

L I

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

S L

C V

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AE001

GENERAL NOTES, SYMBOLS,

ABBREVIATIONS

EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

GENERAL

08 JUN 2023 PURCELL ROOKER

06/08/23

ABBREVIATIONS/ACRONYMS

A.B. anchor bolt

A/C air conditioning

ABV above

ADA americans with disabilities act

ADD'L additional

AFF above finished floor

ALT alternate

ALUM aluminum

ANOD anodized

ANSI american national standards institute

APPR approved

APPROX approximate

ARCH architect(ural)

ASPH asphalt

AUTO automatic

BD board

BLDG building

BLK block

BO bottom of ________

BRG bearing

BSMT basement

BTWN between

CF cubic foot

CG center of gravity

CI cast iron

CJ construction joint

CL center line or column line

CLG ceiling

CLR clear(ance), category of logistical responsibility

CMU concrete masonry unit

COL column

CONC concrete

CONST construction

CONT continuous, continue

CPT carpet

CRS course(s)

CSMT casement

CY cubic yard

DE door elevation

DET detail

DF drinking fountain

DF-L douglas fir

DIA diameter

DIM dimension

DIV division

DL dead load

DOD department of defense

DPR dispenser

DR door

DWB deformed weldable bar

DWG drawing

E east

EA each

EJ expansion joint

ELEC electrical

ELEV, EL elevation

EMT electrical metallic tubing

EN edge nail

EQ equal

EQUIP equipment

EST estimate

EX existing

EXP expansion

EXT extinguisher f'c concrete 28 day strength f'm masonry strength

FD floor drain

FDN foundation

FE fire extinguisher

FEC fire extinguisher cabinet

FGL fiberglass

FHS fire hose station

FIN finish(ed)

FIN. FLR finished floor elevation

FP fireplace

FRT fire-retardant treated

FS footing step

FT feet

FTG footing

GA gage, guage

GALV galvanized

GB grab bar

GD grade(ing)

GF government furnished

GI government installed

GL glass

GLB glue laminated timber beam

GYP. BD. gypsum wall board

HAS headed anchor stud

HB hose bib

HC hollow core

HCAP handicap

HD holdown

HDR header

HDWR hardware

HM hollow metal

HOR horizontal

HR hour

HRDWD hardwood

HT height

HTG heating

HVAC heating/ventilating/air cond.

HWH hot water heater

ID inside diameter

INCL include(d), (ing)

INSUL insulate(d), (ion)

INT interior

JSN joint schedule number

JT joint

LAM laminate(d)

LAV lavatory

LF linear feet

LH left hand

LL live load

LP low pressure

LTL lintel

LVL laminated veneer lumber

LW lightweight

MAS masonry

MAT'L material(s)

MAX maximum

MB machine bolt

MBR member

MC medicine cabinet

MECH mechanic(al)

MED medium

MFR manufacture(r)

MIN minimum

MISC miscellaneous

MLB microllam beam

MMB membrane

MO masonry opening

MTL metal

MULL mullion

N north

NIC not in contract

No. number

NOM nominal

NTS not to scale

O.C. on center

OD outside diameter

OH overhead

OPG opening

OPP opposite

OPT optimum

PBD particle board

PCB polychlorinated biphenyls

PL plate

PNL panel

PSI pounds per square inch

PSIG pounds per square inch gauge

PT pressure treated or post tension

PTD painted

PTN partition

QTY quantity

R riser(s), radius

RAD radius

REA Rand Eardley & Associates

REINF'D reinforced

REQ'D required

REV revised

RM room

RO rough opening

S south

S.S. stainless steel

SCHED schedule(ed)

SECT section

SF square feet

SHT sheet

SIM similar

SPEC specifications

SQ square

STD standard

STG storage

STRUC structure(al)

SW shear wall

T tread(s)

T.O. top of ________

TC top of curb

TYP typical

UL underwriters laboratories

UNO unless noted otherwise

VB vapor barrier

VCT vinyl composition tile

VERT vertical

W west

W/ with

W/O without

WC water closet

WD wood

WF wide flange

WP water proof(ing)

WR water repellant

WS wall step

WSCT wainscot

WWF welded wire fabric

VANACC

ESS

I BLE

VANACC

ESS

I BLE

S S M H

S D M H

S D M H

C O

S D M H

21.8

HP

HP

A

B

C

D

E

DD

SEQUENCING PHASING NOTES

PHASE 1 – SITE FIBER BACKBONE

THIS PHASE OF THE CONSTRUCTION WOULD INCLUDE COORDINATION OF NEW PATHWAYS FROM THE

CAMPUS MRC LOCATED IN THE BASEMENT OF BUILDING 1 INTO THE NEW OR REMODELED

DEMARCATION FACILITY. IN ADDITION TO BRINGING IN NEW FIBER-BASED UTILITY THIS WILL CREATE A

SECONDARY SERVICES PATH, PROVIDING THE NEEDED REDUNDANCY DURING CONSTRUCTION.

DURING THIS PHASE, NO EXISTING CARRIER SERVICES WOULD BE DISRUPTED AND THERE WOULD BE

NO POTENTIAL ADVERSE IMPACT ON THE ONGOING MEDICAL OPERATIONS.

PHASE 2 – PATHWAYS & BACKBONE FIBER

IN A PARALLEL AND CONCURRENT TIME FRAME WITH PHASE ONE, CONSTRUCTION PHASE TWO WILL BE WORKING ON THE INTERNAL SIDE, BUILDING A SECONDARY FIBER FEED FROM THE CORE TO THE EDGE. ONCE THIS NEW FIBER RING IS FULLY INSTALLED AND TESTED, IT WILL BE CONNECTED TO THE NEW CORE SERVICE, PROVIDING FULLY OPERATIONAL AND REDUNDANT SERVICES. DURING THIS

PHASE, EXISTING PATHWAYS OR BACKBONE FIBER WILL REMAIN IN OPERATION TO ENSURE NO

IMPACT TO SERVICE OR OPERATION OF THE HOSPITAL.

PHASE 3 – TELECOMMUNICATION DATA ROOM BUILDOUT

THE THIRD PHASE OF CONSTRUCTION INCLUDES THE BUILDOUT OF THE EXISTING AND NEW

TELECOMMUNICATION ROOMS (TRS) AND THE INSTALL OF NEW EQUIPMENT IN THE TRS. IT WILL INCLUDE REDUNDANT POWER AND HVAC IN EACH OF THE TRS. THE TR BUILDOUT WILL INCLUDE

PULLING A-SIDE AND B-SIDE REDUNDANT FIBER PATHS TO ENSURE NETWORK CONTINUITY.

THIS PHASE WILL ALSO INCLUDE THE BUILD OUT OF ANY AND ALL IMPACT SPACES AFFECTED BY THE

NEW TR LOCATIONS AND SIZES.

PHASE 4 - HORIZONTAL CABLING, OWNER EQUIPMENT

THE FOURTH PHASE INCLUDES THE INSTALLATION OF HORIZONTAL CABLING FOLLOWED BY THE

INSTALLATION OF ACTIVE OWNER EQUIPMENT. FOR THE COMPLETION OF THE HORIZONTAL CABLING, THIS WILL BE PHASED BY PROVIDING A SERVICE LOOP NEAR THE AREA TO BE REFIT; THE CUTOVER OF

THE CABLING WILL OCCUR AT A TIME APPROVED AND COORDINATED BY THE OWNER. THOUGH A

DISTINCT PHASE OF THE PROJECT, THE INSTALLATION OF HORIZONTAL CABLING AND THE

ACQUISITION OF ACTIVE OWNER EQUIPMENT MAY OVERLAP WITH THE EARLIER PHASES, TO ENSURE A TIMELY SEQUENCE OF CONSTRUCTION AND SEAMLESS SWITCH OF SERVICES ACROSS THE ENTIRE CAMPUS. MANY OF THESE PHASES WILL RUN CONCURRENTLY AND IN TIGHT COORDINATION WITH THE

DESIGNERS, CONTRACTORS AND OWNER REPRESENTATIVES.

PHASE 5 - OWNER COORDINATION FOR EDGE TURNOVER

WE RECOMMEND SWITCHING OF SERVICE STARTING WITH THE LEAST IMPACTFUL AREAS OF THE

CAMPUS TO THE MOST CRITICAL AREAS. IN ADDITION TO THE ONGOING TESTING AND COMMISSIONING

OF THE ENTIRE SYSTEM THROUGHOUT THE PHASED PROCESS, THIS APPROACH OF SWITCHING

SERVICES GREATLY MINIMIZES THE POTENTIAL IMPACT OF THE ENTIRE UPGRADE AND ENSURES ALL

ASPECTS OF THE SYSTEM FUNCTION AS DESIGNED. WE RECOGNIZE THAT ULTIMATELY THE

SEQUENCE AND TIMING DECISIONS RELATED TO SWITCHING SERVICES WILL BE MADE BY THE

OWNER’S KEY STAKEHOLDERS (ENGINEERING, MEDICAL, EXECUTIVE).

GENERAL

DURING EACH OF THE ABOVE PHASES, THERE WILL BE TESTING AND COMMISSIONING ACROSS ALL ASPECTS OF THE EHRM SYSTEM, INCLUDING ELECTRICAL SYSTEMS, HVAC SYSTEMS, UNINTERRUPTED

POWER SUPPLY (UPS), BACKBONE FIBER AND HORIZONTAL CABLE.

SEQUENCING GENERAL NOTES

1. ALL CONSTRUCTION SEQUENCING SHALL BE COORDINATED WITH THE VA FOR WORK RELATED

TIMES FOR DAY, NIGHT AND WEEKEND WORK. CONTRACTOR SHALL COORDINATE WITH VA AHJ

FOR CODE AND LIFE SAFETY RELATED MEASURES ASSOCIATED WITH PHASING OF DEMOLITION

AND CONSTRUCTION WORK TO MAINTAIN LIFE SAFETY MEASURES.

2. COORDINATE SCHEDULING AND HOURS OF WORK WITH FACILITIES AND OIT PERSONNEL. SOME

WORK MAY NEED TO BE PERFORMED AFTER NORMAL WORKING HOURS AND/OR ON WEEKENDS.

PROVIDE 14 CALENDAR DAYS ADVANCE NOTICE WHENEVER POSSIBLE.

CONSTRUCTION STAGING AREA

TEMPORARY CONSTRUCTION TRAILER

CONSTRUCTION PATH OF TRAVEL

CONSTRUCTION ENTRANCE

FOOTHILL DRIVE

M

AR

IO

C

AP

EC

C H

I D

R

IV

E

FO

O

TH

ILL D

R

IVE

W ah len W ay

Bennion Blvd

Baker Street

Wahlen Way

W ah le n

W ay

Kisters Street

V aldez D rive

Valdez Drive Th ac ke r S tre et

Kist er s Stre et

Val de z D riv e

T2 T1

5 CU

A

20 57

PH

SITE ACCESS

SEQUENCING NOTES

1. REFER TO SHEET AE003 FOR INFECTION CONTROL NOTES.

2. EXIT PATH SHALL BE MAINTAINED DURING DEMOLITION AND CONSTRUCTION.

3. FACILITY MUST REMAIN OPEN AND OPERATIONAL THROUGHOUT

CONSTRUCTION- COORDINATE ALL UTILITY SERVICE INTERRUPTIONS WITH

THE VA FACILITY MANAGER.

4. WHERE TEMPORARY CONSTRUCTION BARRIER PARTITIONS ARE BUILT IN THE

EXISTING CORRIDORS, PARALLEL WITH THE CORRIDOR WALLS, PROVIDE 6

FEET MINIMUM EGRESS WIDTH WHERE SERVING PATIENTS AND 44 INCHES

ELSEWHERE.

5. CONTRACTOR SHALL ORGANIZE WORK TO LIMIT DISRUPTION OF

DEPARTMENTS.

6. CONSTRUCTION PROJECT ACTIVITY TYPES (PER ASHE INFECTION CONTROL

RISK ASSESSMENT MATRIX) AND PRECAUTION CLASS AS LISTED BELOW.

REFER TO SPECIFICATION FOR INFECTION CONTROL REQUIREMENTS.

POTENTIAL IMPACT BASED ON UNITS ABOVE, BELOW AND SURROUNDING THE

CONSTRUCTION WORK AREA.

7. INFECTION CONTROL ASSESSMENT SHALL BE VERIFIED BY FACILITES IC

COMMITTEE

A. APPROVAL WILL BE REQURED WHEN THE CONSTRUCTION ACTIVITY

AND RISK LEVEL INDICATE THAT CLASS III OR CLASS IV CONTROL

PROCEDURES ARE NECESSARY.

RAND M.

EARDLEY

128806

S T

OF

A T

E UTA

H

ARED CH

IT

E C T

N S

C E

L I

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

S L

C V

A M

C E

H R

M I n fr a s tr u c tu re U p g ra d e s /G e n

A rc h .r v t

/1

/2

:4

:2

P M

AE002

CONSTRUCTION SEQUENCING -

SITE

EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

GENERAL

08 JUN 2023 PURCELL ROOKER

06/08/23

SEQUENCING SHEET INDEX

SEQUENCING

01-GC110 SEQUENCING PLAN - FIRST FLOOR

01-GC120 SEQUENCING PLAN - SECOND FLOOR

01-GC130 SEQUENCING PLAN - THIRD FLOOR

01-GC140 SEQUENCING PLAN - FOURTH FLOOR

01-GC150 SEQUENCING PLAN - FIFTH FLOOR

14-GC1B0 SEQUENCING PLAN - BASEMENT FLOOR

14-GC100 SEQUENCING PLAN - GROUND FLOOR

14-GC110 SEQUENCING PLAN - FIRST FLOOR

14-GC120 SEQUENCING PLAN - SECOND FLOOR

14-GC130 SEQUENCING PLAN - THIRD FLOOR

02-GC100 SEQUENCING PLAN - GROUND FLOOR

02-GC110 SEQUENCING PLAN - FIRST FLOOR

02-GC120 SEQUENCING PLAN - SECOND FLOOR

03-GC100 SEQUENCING PLAN - GROUND FLOOR

03-GC110 SEQUENCING PLAN - FIRST FLOOR

03-GC120 SEQUENCING PLAN - SECOND FLOOR

04-GC110 SEQUENCING PLAN - FIRST FLOOR

05-GC110 SEQUENCING PLAN - FIRST FLOOR

06-GCB01 SEQUENCING PLAN - BASEMENT FLOOR

06-GC110 SEQUENCING PLAN - FIRST FLOOR

07-GC110 SEQUENCING PLAN - FIRST FLOOR

08-GC120 SEQUENCING PLAN - SECOND FLOOR

09-GC100 SEQUENCING PLAN - GROUND FLOOR

16-GC100 SEQUENCING PLAN - GROUND FLOOR

16-GC110 SEQUENCING PLAN - FIRST FLOOR

16-GC120 SEQUENCING PLAN - SECOND FLOOR

38-GC110 SEQUENCING PLAN - FIRST FLOOR

47-GC110 SEQUENCING PLAN - FIRST FLOOR

550-GC110 SEQUENCING PLAN - FIRST FLOOR

550-GC120 SEQUENCING PLAN - SECOND FLOOR

550-GC130 SEQUENCING PLAN - THIRD FLOOR

590-GC100 SEQUENCING PLAN - GROUND FLOOR

590-GC110 SEQUENCING PLAN - FIRST FLOOR

590-GC120 SEQUENCING PLAN - SECOND FLOOR

SEQUENCING LEGEND

NORTH 1" = 100'-0"1

CONSTRUCTION SEQUENCING - SITE

GRAPHIC SCALE 1:100

1 0 2 4 6m

INFECTION CONTROL NOTES

1. ALL BUILDINGS WILL REMAIN OPERATIONAL 24 HOURS A DAY, 7 DAYS A WEEK.

THE CONTRACTOR SHALL ENSURE THAT A PATH OF TRAVEL BETWEEN

BUILDINGS IS MAINTAINED AT ALL TIMES.

2. BEFORE STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE A

COMPLETE ACCESS PATH / ROUTE FROM THE PROPOSED CONSTRUCTION

STAGING AREA ON SITE TO THE ARE OF WORK WITHIN EACH BUILDING.

3. WITH COR APPROVAL THE CONTRACTOR MAY USE DESIGNATED ELEVATORS

AND STAIRS TO TRANSPORT EQUIPMENT AND MATERIALS INTO AND OUT OF

THE WORK AREA. MATERIAL AND CONSTRUCTION DEBRIS TRANSPORTED VIA

CORRIDORS AND ELEVATOR/STAIRS SHALL BE TRANSPORTED AS INDICATED

IN NOTE 4, BELOW. CONTRACTOR TO INCLUDE THIS REQUIREMENT IN THE

LOGISTICS PLAN.

4. COVER CONSTRUCTION WASTE IN TIGHTLY SEALED RECEPTACLES OR CARTS

BEFORE TRANSPORTING. TAPE AND SEAL COVERING OVER CONTAINERS

UNLESS A SOLID TIGHT CONTAINER LID IS PROVIDED. DEBRIS REMOVAL,

TRAVEL PATH AND SCHEDULE SHALL BE COORDINATED WITH THE OWNERS

OPERATIONAL HOURS.

5. CONTRACTOR SHALL PROVIDE CONSTRUCTION BARRIERS, TEMPORARY ONE

HOUR PARTITIONS AND SMOKE BARRIERS.

6. INCLUDE TEMPORARY 20 MINUTE DOORS AT TEMPORARY 1 HOUR WALLS AS

REQUIRED FOR CONSTRUCTION.

7. UPON COMPLETION OF WORK, REMOVE BARRIERS CAREFULLY TO MINIMIZE

SPREAD OF DIRT AND DEBRIS ASSOCIATED WITH THE CONSTRUCTION. DO NOT

REMOVE FINAL CONSTRUCTION BARRIERS UNTIL COMPLETED PROJECT IS

INSPECTED AND APPROVED BY THE COR.

8. THE WORK AREAS ARE TO BE KEPT CLEAN, CLEAR AND FREE OF DEBRIS.

CONSTRUCTION MATERIALS AND PARTIALLY INSTALLED WORK CANNOT

INTERFERE WITH THE FACILITY OPERATIONS OR CREATE A SAFETY HAZARD.

9. THE CONTRACTOR SHALL SWEEP, VACUUM, MOP CONSTRUCTION AREAS

CLEAN AT THE END OF THE WORKDAY. KEEP NOISE AND DUST TO A MINIMUM

AT ALL TIMES. USE FILTERED VACUUMS.

10. WET MOP AREA WITH DISINFECTANT WHERE APPLICABLE.

11. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK AREA. PROVIDE 'AIR

SCRUBBERS' AT CONSTRUCTION AREAS. UST, FUMES, ETC. MUST BE

EXHAUSED OUTSIDE AND AWAY FROM ANY AIR INTAKE EQUIPMENT.

12. ISOLATE HVAC SYSTEMS IN AREAS WHERE WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEMS.

13. COMPLETE ALL CRITICAL CONSTRUCTION BARRIERS BEFORE DEMOLITION /

CONSTRUCTION WORK BEGINS. COR AND INFECTION CONTROL DEPARTMENT

SHALL INSPECT INFECTION CONTROL BARRIERS BEFORE DEMOLITION BEGINS.

14. SEAL ALL EXISTING UNUSED DOORS TO PREVENT THE GENEAL PUBLIC FROM

ENTERING THE DEMOLITION /CONSTRUCTION AREAS.

15. ALL CONSTRUCTION PERSONEL ENTERING / EXITING THE WORK AREA VIA

PUBLIC PATH OF TRAVEL MUST WEAR SHOE COVERS. SHOE COVERS MUST BE

CHANGED EACH TIME THE WORKER EXITS THE WORK AREA.

16. PLACE DUST MATS AND ENTRANCES / EXITS TO THE WORK AREA. CLEAN MATS

FROM DUST DAILY OR EARLIER AS REQUIRED.

17. IF EXISTING LIFE SAFETY SYSTEM IS SHUT OFF FOR CONSTRUCTION, THE

CONTRACTOR IS TO PROVIDE A 24 HOUR FIRE WATCH UNTIL THE SYSTEM IS

BACK ON LINE.

RAND M.

EARDLEY

128806

S T

OF

A T

E UTA

H

ARED CH

IT

E C T

N S

C E

L I

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

S L

C V

A M

C E

H R

M I n fr a s tr u c tu re U p g ra d e s /G e n

A rc h .r v t

/1

/2

:4

:2

P M

AE003

INFECTION CONTROL EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

GENERAL

08 JUN 2023 PURCELL ROOKER

06/08/23

INFECTION CONTROL ASSESSMENT

FLOOR

ROOM

NUMBER ROOM NAME

INFECTION CONTROL ASSESSMENT

REMARKS

ACTIVITY

TYPE

RISK

GROUP

REQUIREMENT

S

BUILDING 01

GROUND GA00-01 CORRIDOR TYPE B LOW CLASS II

GROUND GA16-01 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II GA14-01 REMOVED

GROUND GA18-01 RELEASE OF INFORMATION TYPE C LOW CLASS II

GROUND GB05-01 TELE. DATA TYPE B LOW CLASS II

GROUND GB08-01 TELE. DATA/LINEN TYPE B LOW CLASS II

GROUND GC00-01 CORRIDOR TYPE C LOW CLASS II NEAR GC01-01

GROUND GC00-01 CORRIDOR TYPE C LOW CLASS II NEAR GC10-01

GROUND GC01-01 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II

GROUND GC01A-01 HAC TYPE C LOW CLASS II

GROUND GC10-01 ENTRY (UTILITIES) TYPE C LOW CLASS II

GROUND GC10A-01 AUX. SYSTEMS TYPE B LOW CLASS II

GROUND GC10B-01 HAC TYPE C LOW CLASS II

GROUND GC10C-01 MECHANICAL {PAINT SHOP} TYPE C LOW CLASS II

GROUND GC10CA-01 SHOP PLUMBING {BREAK ROOM} TYPE C LOW CLASS II

GROUND GD13-01 COMPUTER ROOM TYPE C LOW CLASS II

FIRST 1A00-01 CORRIDOR TYPE C MEDIUM CLASS III NEAR 1A04-01

FIRST 1A00-01 CORRIDOR TYPE B MEDIUM CLASS II NEAR 1A15A-01

FIRST 1A04-01 CLEAN UTILITY TYPE C MEDIUM CLASS III

FIRST 1A15A-01 TELECOMMUNICATIONS ROOM TYPE C MEDIUM CLASS III

FIRST 1A19C-01 TELE. DATA TYPE B LOW CLASS II

FIRST 1B05-01 UTILITIES TYPE B LOW CLASS II

FIRST 1B29-01 TELE. DATA TYPE B LOW CLASS II

FIRST 1C00-01 CORRIDOR TYPE C LOW CLASS II

FIRST 1C06-01 STORAGE TYPE C LOW CLASS II

FIRST 1C12-01 TELE. DATA TYPE B LOW CLASS II

FIRST 1D00D-01 CORRIDOR (WC) TYPE B MEDIUM CLASS II

FIRST 1D18-01 PHONE TYPE B MEDIUM CLASS II

FIRST 1D42B-01 TELECOMMUNICATIONS ROOM TYPE C MEDIUM CLASS III

FIRST 1D71-01 STORAGE {TELE. DATA} TYPE B MEDIUM CLASS II

FIRST 1E02-01 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II

FIRST 1E02A-01 WAITING AREA TYPE C MEDIUM CLASS III

FIRST 1EAC-01 TELE. DATA TYPE B LOW CLASS II

FIRST 1F02-01 TELE. DATA TYPE B MEDIUM CLASS II

FIRST 1F33G-01 TELE. DATA TYPE B MEDIUM CLASS II

FIRST 1H17-01 DATA TYPE B MEDIUM CLASS II

SECOND 2A00-01 CORRIDOR TYPE C HIGHEST CLASS III/IV

SECOND 2A11-01 TELECOMMUNICATIONS ROOM TYPE C HIGHEST CLASS III/IV

SECOND 2A11A-01 WORKROOM TYPE C HIGHEST CLASS III/IV

SECOND 2A15C-01 AUX, TELE. DATA TYPE B HIGHEST CLASS III/IV

SECOND 2B09-01 AUX. SYSTEMS TYPE B HIGHEST CLASS III/IV

SECOND 2C00-01 CORRIDOR TYPE C HIGHEST CLASS III/IV

SECOND 2C08-01 TELECOMMUNICATIONS ROOM TYPE C HIGHEST CLASS III/IV

SECOND 2C08A-01 LOCKERS TYPE C HIGHEST CLASS III/IV

SECOND 2C20B-01 TELE. DATA TYPE B HIGHEST CLASS III/IV

SECOND 2D02-01 WAITING AREA TYPE C HIGHEST CLASS III/IV 2D01-01 & 2D07-01 REMOVED

SECOND 2D02A-01 LOCKER/LOUNGE TYPE C HIGHEST CLASS III/IV

SECOND 2EAC-01 TELE. DATA TYPE B LOW CLASS II

SECOND 2F55-01 IT CLOSET TYPE B MEDIUM CLASS II

THIRD 3A00-01 CORRIDOR TYPE C HIGHEST CLASS III/IV

THIRD 3A00B-01 CORRIDOR TYPE C HIGHEST CLASS III/IV

THIRD 3A08-01 CLEAN LINEN RM TYPE C HIGHEST CLASS III/IV

THIRD 3A11A-01 ALCOVE TYPE C HIGHEST CLASS III/IV

THIRD 3A11B-01 TELECOMMUNICATIONS ROOM TYPE C HIGHEST CLASS III/IV

THIRD 3A11C-01 CLEAN ROOM TYPE C HIGHEST CLASS III/IV

THIRD 3A15D-01 TELE. DATA TYPE B HIGHEST CLASS III/IV

THIRD 3A20-01 TEAM ROOM TYPE C HIGHEST CLASS III/IV 3A22-01 REMOVED

THIRD 3A33-01 OFFICE TYPE C HIGHEST CLASS III/IV

THIRD 3B09-01 TELE. DATA TYPE B MEDIUM CLASS II

THIRD 3C00-01 CORRIDOR TYPE C HIGH CLASS III/IV

THIRD 3C06-01 PROCEDURE TYPE C HIGH CLASS III/IV

THIRD 3C08-01 PROCEDURE TYPE C HIGH CLASS III/IV

THIRD 3C08A-01 TELECOMMUNICATIONS ROOM TYPE C HIGH CLASS III/IV 3C06A-01 REMOVED

THIRD 3C20B-01 TELE. DATA TYPE B HIGH CLASS II

THIRD 3D07-01 TELE. DATA TYPE B HIGHEST CLASS III/IV

FORTH 4A00-01 CORRIDOR TYPE C MEDIUM CLASS III NEAR 4A11B-01

FORTH 4A00-01 CORRIDOR TYPE C MEDIUM CLASS III NEAR 4A12-01

FORTH 4A00-01 CORRIDOR TYPE C MEDIUM CLASS III NEAR 4A07-01

FORTH 4A00-01 CORRIDOR TYPE C MEDIUM CLASS III NEAR 4A05A-01

FORTH 4A05A-01 MED. ROOM TYPE C MEDIUM CLASS III 4A03A-01 REMOVED

FORTH 4A07-01 WAITING ROOM TYPE C MEDIUM CLASS III 4A07A-01 REMOVED

FORTH 4A11-01 ALCOVE TYPE C MEDIUM CLASS III

FORTH 4A11A-01 TELECOMMUNICATIONS ROOM TYPE C MEDIUM CLASS III

FORTH 4A11B-01 VITALS ROOM TYPE C MEDIUM CLASS III

FORTH 4A12-01 EXAM ROOM TYPE C MEDIUM CLASS III 4A10CA-01 REMOVED

FORTH 4A15D-01 TELE. DATA AND LOCKS TYPE B MEDIUM CLASS III

FORTH 4B13-01 AUX. SYSTEMS TYPE B MEDIUM CLASS II

FORTH 4C00-01 CORRIDOR TYPE C MEDIUM CLASS III

FORTH 4C08-01 TELECOMMUNICATIONS ROOM TYPE C MEDIUM CLASS III 4C08A-01 REMOVED

FORTH 4C22B-01 TELE. DATA TYPE B MEDIUM CLASS II

FORTH 4D05-01 TELE. DATA TYPE B HIGH CLASS II

FIFTH 5B00-01 CORRIDOR TYPE C LOW CLASS II

FIFTH 5B08-01 WORKROOM (HBHC STAFF) TYPE C LOW CLASS II

FIFTH 5B08A-01 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II

FIFTH 5B13B-01 TELE. DATA TYPE B LOW CLASS II

INFECTION CONTROL ASSESSMENT

FLOOR

ROOM

NUMBER ROOM NAME

INFECTION CONTROL ASSESSMENT

REMARKS

ACTIVITY

TYPE

RISK

GROUP

REQUIREMENT

S

BUILDING 02

GROUND GA28-02 TELE. DATA TYPE B HIGH CLASS II

GROUND GB03-02 TELE. DATA TYPE B LOW CLASS II

GROUND GC02A-02 TELECOMMUNICATIONS / ENTRY TYPE C HIGH CLASS III/IV

GROUND GC21-02 TELE. DATA TYPE B HIGH CLASS II

GROUND GD05-02 TELE. DATA TYPE B LOW CLASS II

FIRST 1A36-02 TELE. DATA TYPE B LOW CLASS II

FIRST 1B09-02 ELECTRICAL TYPE B LOW CLASS II

FIRST 1C31-02 TELE. DATA TYPE B HIGH CLASS II

FIRST 1D09-02 TELE. DATA TYPE B HIGH CLASS II

FIRST 1D35-02 AUX. SYSTEMS TYPE B HIGH CLASS II

SECOND 2A24-02 TELE. DATA TYPE B HIGH CLASS II

SECOND 2B07-02 TELE. DATA TYPE B LOW CLASS II

SECOND 2C33-02 STO. TYPE B HIGH CLASS II

SECOND 2D13-02 DATA TYPE B HIGH CLASS II

SECOND 2D29-02 DATA TYPE B HIGH CLASS II

BUILDING 03

GROUND GA00-03 CORRIDOR TYPE C LOW CLASS II

GROUND GA08C-03 TELE. DATA TYPE B LOW CLASS II

GROUND GA12C-03 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II

GROUND GA14C-03 HAC TYPE C LOW CLASS II

GROUND GA16-03 MECHANICAL TYPE C LOW CLASS II

GROUND GB00-03 CORRIDOR TYPE C LOW CLASS II NEAR GB02A-03

GROUND GB00-03 CORRIDOR TYPE C LOW CLASS II NEAR GB09-03

GROUND GB01A-03 TELE. DATA TYPE B LOW CLASS II

GROUND GB02A-03 STORAGE/CLOTHING TYPE C LOW CLASS II

GROUND GB09-03 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II

GROUND GB09A-03 STORAGE TYPE C LOW CLASS II

GROUND GC14B-03 TELE. DATA TYPE B LOW CLASS II

FIRST (UNKNOWN) CORRIDOR TYPE C LOW CLASS II NEAR 1B13-03 (NEW DOOR)

FIRST (UNKNOWN) CORRIDOR TYPE C HIGHEST CLASS III/IV NEAR 1B13-03 (DOOR INFILL)

FIRST 1A13-03 ENTRY (UTILITIES) TYPE C HIGHEST CLASS III/IV

FIRST 1A13A-03 AUX. SYSTEMS TYPE C HIGHEST CLASS III/IV

FIRST 1A13B-03 TELECOMMUNICATIONS ROOM TYPE C HIGHEST CLASS III/IV 1A13C-03 REMOVED

FIRST 1B00D-03 LOBBY (MAIN) TYPE C LOW CLASS II

FIRST 1B01A-03 TELE. DATA TYPE B LOW CLASS II

FIRST 1B10-03 OFFICE TYPE C LOW CLASS II

FIRST 1B11-03 OFFICE TYPE C LOW CLASS II

FIRST 1B12-03 OFFICE TYPE C LOW CLASS II

FIRST 1B13-03 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II 1C01-03 REMOVED

FIRST 1B14-03 OFFICE TYPE C LOW CLASS II

FIRST 1B14A-03 RESTROOM (WOMEN) TYPE C LOW CLASS II

FIRST 1B16-03 RESTROOM (MEN) TYPE C LOW CLASS II

FIRST 1C18B-03 TELE. DATA TYPE B HIGHEST CLASS III/IV

FIRST 1D00-03 CORRIDOR TYPE C LOW CLASS II

FIRST 1D01-03 CHAPLAIN TYPE C LOW CLASS II

SECOND 2A11-03 ENTRY (UTILITIES) TYPE C HIGHEST CLASS III/IV

SECOND 2A11B-03 TELECOMMUNICATIONS ROOM TYPE C HIGHEST CLASS III/IV 2A11C-03 REMOVED

SECOND 2B00B-03 CORRIDOR TYPE C LOW CLASS II

SECOND 2B00C-03 CORRIDOR TYPE B LOW CLASS II

SECOND 2B01A-03 TELE. DATA TYPE B LOW CLASS II

SECOND 2B05D-03 OFFICE TYPE C LOW CLASS II

SECOND 2B06-03 LAUNDRY TYPE C LOW CLASS II

SECOND 2B07-03 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II

SECOND 2C16B-03 TELE. DATA TYPE B HIGHEST CLASS III/IV

BUILDING 04

FIRST 1A30A-04 TELE. DATA TYPE B LOW CLASS II

FIRST 1B14-04 TELE. DATA TYPE B LOW CLASS II

FIRST 1C40A-04 TELE. DATA TYPE B LOW CLASS II

BUILDING 05

FIRST 1A00-05 CORRIDOR TYPE C HIGHEST CLASS III/IV

FIRST 1A12-05 TELECOMMUNICATIONS ROOM TYPE C HIGHEST CLASS III/IV

FIRST 1A14-05 PANEL ROOM TYPE B HIGHEST CLASS III/IV

BUILDING 06

BASEMENT BB01E-06 TELE. DATA TYPE B LOW CLASS II

FIRST 1C03-06 OFFICE (OPS FORMAN) TYPE B LOW CLASS II

BUILDING 07

FIRST 1A00-07 CORRIDOR TYPE C HIGH CLASS III/IV

FIRST 1A02-07 OFFICE (TO 151) TYPE C HIGH CLASS III/IV

FIRST 1A02A-07 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II

FIRST 1A40-07 TELE. DATA TYPE B HIGH CLASS II

FIRST 1B00C-07 CORRIDOR TYPE C LOW CLASS II

FIRST 1C10-07 TELE. DATA TYPE B LOW CLASS II

BUILDING 08

SECOND 2A00A-08 CORRIDOR TYPE C LOW CLASS II

SECOND 2A00B-08 CORRIDOR TYPE C LOW CLASS II

SECOND 2A00C-08 CORRIDOR TYPE C LOW CLASS II

SECOND 2A02A-08 TELE. DATA TYPE B LOW CLASS II

SECOND 2A08-08 STORAGE TYPE C LOW CLASS II

SECOND 2A08A-08 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II

SECOND 2A12-08 STORAGE TYPE C LOW CLASS II

INFECTION CONTROL ASSESSMENT

FLOOR

ROOM

NUMBER ROOM NAME

INFECTION CONTROL ASSESSMENT

REMARKS

ACTIVITY

TYPE

RISK

GROUP

REQUIREMENT

S

BUILDING 09

FIRST (UNKNOWN) CORRIDOR TYPE C LOW CLASS II NEAR 1A15A-09 (NEW DOOR)

FIRST 1A04-09 CLASSROOM TYPE C LOW CLASS II

FIRST 1A15-09 WORKROOM TYPE C LOW CLASS II

FIRST 1A15A-09 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II

FIRST 1A15B-09 STORAGE TYPE C LOW CLASS II

FIRST 1A21-09 TELE. DATA TYPE B LOW CLASS II

BUILDING 14

BASEMENT BA00-14 CORRIDOR TYPE C LOW CLASS II

BASEMENT BA04-14 ENTRY (MORGUE) TYPE C LOW CLASS II

BASEMENT BA04F-14 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II

BASEMENT BA05-14 ELECTRICAL ROOM TYPE B LOW CLASS II

BASEMENT BC07-14 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II

GROUND (UNKNOWN) CORRIDOR TYPE C MEDIUM CLASS III NEAR GB31-14 (DOOR INFILL)

GROUND GA00-14 CORRIDOR TYPE D HIGH CLASS IV GB34-14, GB36-14 & GB38-14 REMOVED

GROUND GA24-14 TELECOMMUNICATIONS ROOM TYPE D HIGH CLASS IV

GROUND GA26-14 INTERNAL MEDICINE SERVICES TYPE D HIGH CLASS IV

GROUND GA28-14 BIOMED TYPE D HIGH CLASS IV

GROUND GA30-14 HAC TYPE D HIGH CLASS IV

GROUND GB07C-14 WORKSTATIONS (STAFF) TYPE C LOW CLASS II

GROUND GB51A-14 TELE. DATA TYPE B LOW CLASS II

GROUND GB64-14 TELE. DATA TYPE B LOW CLASS II

GROUND GC28-14 WAITING TYPE C MEDIUM CLASS III

GROUND GC29-14 HAC TYPE C LOW CLASS II

GROUND GC31-14 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II GC33-14 REMOVED

FIRST (UNKNOWN) CORRIDOR TYPE C LOW CLASS II NEAR 1C26-14

FIRST 1A00-14 CORRIDOR TYPE C LOW CLASS II

FIRST 1A14-14 TREATMENT ROOM {OFFICE} TYPE C LOW CLASS II

FIRST 1A16-14 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II

FIRST 1B01-14 TELE. DATA TYPE B LOW CLASS II

FIRST 1B25-14 TELE. DATA TYPE B LOW CLASS II

FIRST 1C22-14 CONFERENCE(151) TYPE C LOW CLASS II

FIRST 1C26-14 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II 1C24-14 REMOVED

SECOND (UNKNOWN) CORRIDOR TYPE C HIGHEST CLASS III/IV NEAR 2C26-14

SECOND 2A17-14 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II

SECOND 2B00C-14 CORRIDOR TYPE B LOW CLASS II

SECOND 2B02-14 TELE. DATA TYPE B LOW CLASS II

SECOND 2B43-14 TELE. DATA TYPE B LOW CLASS II

SECOND 2C00-14 CORRIDOR TYPE C LOW CLASS II

SECOND 2C16-14 UTILITY (SOILED) TYPE C HIGHEST CLASS III/IV

SECOND 2C18-14 LOCKERS TYPE C HIGHEST CLASS III/IV

SECOND 2C20-14 CHIEF RESIDENTS IN QUALITY & PATIENT SAFETY TYPE C LOW CLASS II

SECOND 2C24-14 HAC TYPE C HIGHEST CLASS III/IV

SECOND 2C32-14 TELECOMMUNICATIONS ROOM TYPE C LOW CLASS II 2C34-14 REMOVED

THIRD (UNKNOWN) CORRIDOR TYPE C HIGH CLASS III/IV NEAR 3C16-14 (NEW DOOR)

THIRD (UNKNOWN) CORRIDOR TYPE C HIGH CLASS III/IV NEAR 2C16-14 (DOOR INFILL)

THIRD (UNKNOWN) CORRIDOR TYPE C HIGH CLASS III/IV NEAR 3A12-14

THIRD (UNKNOWN) CORRIDOR TYPE C HIGH CLASS III/IV NEAR 3A26-14

THIRD (UNKNOWN) CORRIDOR TYPE C HIGH CLASS III/IV NEAR 3A08-14

THIRD (UNKNOWN) CORRIDOR TYPE C HIGH CLASS III/IV NEAR 3A28-14

THIRD 3A00-14 CORRIDOR TYPE C HIGHEST CLASS III/IV

THIRD 3A08-14 TELECOMMUNICATIONS ROOM TYPE C HIGHEST CLASS III/IV 3A10-14 REMOVED

THIRD 3A12-14 HAC TYPE C HIGH CLASS III/IV

THIRD 3A26-14 OFFICE TYPE C HIGH CLASS III/IV

THIRD 3A26A-14 WHEELCHAIR HOLDING TYPE C HIGH CLASS III/IV CORRIDOR 3A00F-14? REMOVED

THIRD 3A28-14 CHANGING ROOM TYPE C HIGH CLASS III/IV

THIRD 3A28A-14 CHANGING ROOM TYPE C HIGH CLASS III/IV

THIRD 3B02-14 TELE. DATA TYPE B LOW CLASS II

THIRD 3B14-14 TELE. DATA TYPE B HIGH CLASS II

THIRD 3C16-14 TELECOMMUNICATIONS ROOM TYPE C HIGH CLASS III/IV 3C18-14 REMOVED

BUILDING 16

GROUND GA50-16 CLOSET (142, TELE. DATA) TYPE B LOW CLASS II

FIRST 1A46-16 DATA TYPE B LOW CLASS II

SECOND 2A48-16 DATA TYPE B LOW CLASS II

BUILDING 38

FIRST 1A08-38 TELE. DATA TYPE B LOW CLASS II

BUILDING 47

FIRST 1A29D-47 TELE. DATA TYPE B LOW CLASS II

BUILDING 550

FIRST (UNKNOWN) TELE. DATA TYPE B LOW CLASS II

SECOND (UNKNOWN) TELE. DATA TYPE B LOW CLASS II

THIRD (UNKNOWN) TELE. DATA TYPE B LOW CLASS II

BUILDING 590

GROUND GA05-90 TELECOM ROOM TYPE B LOW CLASS II

FIRST 1A00F1-90 TELE. DATA TYPE B LOW CLASS II

SECOND 245-90 TELE. DATA TYPE B LOW CLASS II

BASE FINISH AS SCHEDULED

CEILING AS SCHEDULED

UNDERSIDE OF

FLOOR SLAB ABOVE

2 1/2" x 20 GAUGE STEEL STUDS @ 16" O.C.

ATTACH BOTTOM AND TOP TRACK TO STRUCTURE WITH 3/16" x 1 1/4" PAF @ 16" O.C.

(1) LAYER 5/8" TYPE 'X' GYPSUM BOARD ON EXTERIOR SIDE OF WALL

5/8" GYPSUM ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1"

LONG, TYPE S STEEL SCREWS SPACED 8" O.C. ALONG EDGES OF BOARD AND 12"

O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED

ON OPPOSITE SIDES OF THE ASSEMBLY.

NOTE: THE INTENTION FOR THIS WALL IS TO FUR OUT THE WALL TO MAKE THE

INTERIOR FINISH A SINGLE PLANE. WALL CONDITION SHOULD BE VERIFIED TO

ENSURE THE FINSHES WILL ALIGN.

TOPS OF STUDS TO BE CUT 3/4" SHORT

OF FLOOR TO CEILING DIMENSION

INTERIOREXTERIOR

9"

BASE FINISH AS SCHEDULED

CEILING AS SCHEDULED

UNDERSIDE OF

FLOOR SLAB ABOVE

3 5/8" x 20 GAUGE STEEL STUDS @ 16" O.C.

ATTACH BOTTOM AND TOP TRACK TO STRUCTURE WITH 3/16" x 1 1/4" PAF @ 16" O.C.

(1) LAYER 5/8" TYPE 'X' GYPSUM BOARD ON INTERIOR SIDE OF WALL

5/8" GYPSUM ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1"

LONG, TYPE S STEEL SCREWS SPACED 8" O.C. ALONG EDGES OF BOARD AND 12"

O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED

ON OPPOSITE SIDES OF THE ASSEMBLY.

C-1 (1 HOUR FIRE-RESISTIVE RATING)

FOR WALL TYPE C-1 ONLY: EXTEND GYPSUM BOARD TO UNDERSIDE OF DECK

ABOVE. SEAL ALL PENETRATIONS WITH 1 HOUR FIRE-RESISTIVE RATED SEALANT.

TOPS OF STUDS TO BE CUT 3/4" SHORT

OF FLOOR TO CEILING DIMENSION

INTERIOREXTERIOR

BASE FINISH AS

SCHEDULED

CEILING AS

SCHEDULED

UNDERSIDE OF

FLOOR SLAB ABOVE

3 5/8" x 20 GAUGE STEEL STUDS @ 16" O.C.

ATTACH BOTTOM TRACK TO STRUCTURE WITH 3/16" x 1 1/4" PAF @ 16" O.C.

BRACE TOP OF WALL

(1) LAYERS 5/8" TYPE 'X' GYPSUM BOARD ON INTERIOR SIDE OF WALL

(1) LAYER 5/8" TYPE 'X' GYPSUM BOARD ON EXTERIOR SIDE OF WALL

5/8" GYPSUM ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1"

LONG, TYPE S STEEL SCREWS SPACED 8" O.C. ALONG EDGES OF BOARD AND 12" O.C.

IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON

OPPOSITE SIDES OF THE ASSEMBLY.

9"

2 1/2" x 20 GA. KICKERS @

48" O.C. STAGGERED EACH

SIDE OF THE WALL

2 1/2" x 2 1/2"

CLIP ANGLES(3) #8 SCREWS

EACH BRACE

(4) #8 SCREWS

EACH BRACE

(2) 1 1/4" PAF AT

EACH CLIP

INTERIOREXTERIOR

BASE FINISH AS

SCHEDULED

BASE FINISH AS

SCHEDULED

CEILING AS

SCHEDULED

UNDERSIDE OF

FLOOR SLAB ABOVE

3 5/8" x 20 GAUGE STEEL STUDS @ 16" O.C.

ATTACH BOTTOM TRACK TO STRUCTURE WITH 3/16" x 1 1/4" PAF @ 16" O.C.

BRACE TOP OF WALL

(2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD ON INTERIOR SIDE OF WALL

(1) LAYER 5/8" TYPE 'X' GYPSUM BOARD ON EXTERIOR SIDE OF WALL

ATTACH FIRST LAYER OF 5/8" GYPSUM TO STEEL STUDS AND FLOOR AND CEILING

TRACK WITH 1" LONG, TYPE S STEEL SCREWS SPACED 8" O.C. ALONG EDGES OF

BOARD AND 12" O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND

STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY.

ATTACH SECOND LAYER OF 5/8" GYPSUM TO STEEL STUDS AND FLOOR AND CEILING

TRACK WITH 1 3/4" LONG, TYPE S STEEL SCREWS SPACED 8" O.C.

PROVIDE 3" GLASS FIBER SOUND ATTENUATION INSULATION (THERMAFIBER SAFB OR

EQUIVALENT) FROM FLOOR TO 4" ABOVE CEILING. SEAL BOTTOM OF WALL AND

PENETRATIONS WITH ACOUSTICAL SEALANT.

9"

2 1/2" x 20 GA. KICKERS @

48" O.C. STAGGERED EACH

SIDE OF THE WALL

2 1/2" x 2 1/2"

CLIP ANGLES(3) #8 SCREWS

EACH BRACE

(4) #8 SCREWS

EACH BRACE

(2) 1 1/4" PAF AT

EACH CLIP

SOUND ATTENUATION

INSULATION

INTERIOREXTERIOR

SOUND ATTENUATION

INSULATION

BASE FINISH AS

SCHEDULED

CEILING AS

SCHEDULED

UNDERSIDE OF

FLOOR SLAB ABOVE

3 5/8" x 20 GAUGE STEEL STUDS @ 16" O.C.

ATTACH BOTTOM TRACK TO STRUCTURE WITH 3/16" x 1 1/4" PAF @ 16" O.C.

BRACE TOP OF WALL

(1) LAYER 5/8" TYPE 'X' GYPSUM BOARD ON INTERIOR SIDE OF WALL

5/8" GYPSUM ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1"

LONG, TYPE S STEEL SCREWS SPACED 8" O.C. ALONG EDGES OF BOARD AND 12" O.C.

IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON

OPPOSITE SIDES OF THE ASSEMBLY.

9"

2 1/2" x 20 GA. KICKERS @

48" O.C. STAGGERED EACH

SIDE OF THE WALL

2 1/2" x 2 1/2"

CLIP ANGLES(3) #8 SCREWS

EACH BRACE

(4) #8 SCREWS

EACH BRACE

(2) 1 1/4" PAF AT

EACH CLIP

INTERIOREXTERIOR

BASE FINISH AS

SCHEDULED

CEILING AS

SCHEDULED

UNDERSIDE OF

FLOOR SLAB ABOVE

3 5/8" x 20 GAUGE STEEL STUDS @ 16" O.C.

ATTACH BOTTOM TRACK TO STRUCTURE WITH 3/16" x 1 1/4" PAF @ 16" O.C.

BRACE TOP OF WALL

(2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD ON INTERIOR SIDE OF WALL

ATTACH FIRST LAYER OF 5/8" GYPSUM TO STEEL STUDS AND FLOOR AND CEILING

TRACK WITH 1" LONG, TYPE S STEEL SCREWS SPACED 8" O.C. ALONG EDGES OF

BOARD AND 12" O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND

STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY.

ATTACH SECOND LAYER OF 5/8" GYPSUM TO STEEL STUDS AND FLOOR AND CEILING

TRACK WITH 1 3/4" LONG, TYPE S STEEL SCREWS SPACED 8" O.C.

PROVIDE 3" GLASS FIBER SOUND ATTENUATION INSULATION (THERMAFIBER SAFB OR

EQUIVALENT) FROM FLOOR TO 4" ABOVE CEILING. SEAL BOTTOM OF WALL AND

PENETRATIONS WITH ACOUSTICAL SEALANT.

9"

2 1/2" x 20 GA. KICKERS @

48" O.C. STAGGERED EACH

SIDE OF THE WALL

2 1/2" x 2 1/2"

CLIP ANGLES

(3) #8 SCREWS

EACH BRACE

(4) #8 SCREWS

EACH BRACE

(2) 1 1/4" PAF AT

EACH CLIP

INTERIOREXTERIOR

SOUND ATTENUATION

INSULATION

SOUND ATTENUATION

INSULATION

BASE FINISH AS SCHEDULED

CEILING AS SCHEDULED

UNDERSIDE OF

FLOOR SLAB ABOVE

3 5/8" x 20 GAUGE STEEL STUDS @ 16" O.C.

ATTACH BOTTOM AND TOP TRACK TO STRUCTURE WITH 3/16" x 1 1/4" PAF @ 16" O.C.

(2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD ON INTERIOR SIDE OF WALL

ATTACH FIRST LAYER OF 5/8" GYPSUM TO STEEL STUDS AND FLOOR AND CEILING

TRACK WITH 1" LONG, TYPE S STEEL SCREWS SPACED 8" O.C. ALONG EDGES OF

BOARD AND 12" O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY

AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY.

ATTACH SECOND LAYER OF 5/8" GYPSUM TO STEEL STUDS AND FLOOR AND CEILING

TRACK WITH 1 3/4" LONG, TYPE S STEEL SCREWS SPACED 8" O.C.

PROVIDE 3" GLASS FIBER SOUND ATTENUATION INSULATION (THERMAFIBER SAFB

OR EQUIVALENT) FROM FLOOR TO DECK. SEAL TOP AND BOTTOM OF WALL AND

PENETRATIONS WITH ACOUSTICAL SEALANT.

E-1 (1 HOUR FIRE-RESISTIVE RATING) & E-2 (2 HOUR FIRE-RESISTIVE RATING)

FOR WALL TYPE E-1 AND E-2 ONLY: EXTEND GYPSUM BOARD TO UNDERSIDE OF

DECK ABOVE. SEAL ALL PENETRATIONS WITH 1 OR 2 HOUR FIRE-RESISTIVE RATED

SEALANT RELATIVE TO WALL RATING.

TOPS OF STUDS TO BE CUT 3/4" SHORT

OF FLOOR TO CEILING DIMENSION

SOUND ATTENUATION

INSULATION

INTERIOREXTERIOR

BASE FINISH AS SCHEDULED

CEILING AS SCHEDULED

UNDERSIDE OF

FLOOR SLAB ABOVE

3 5/8" x 20 GAUGE STEEL STUDS @ 16" O.C.

ATTACH BOTTOM AND TOP TRACK TO STRUCTURE WITH 3/16" x 1 1/4" PAF @ 16" O.C.

(1) LAYER 5/8" TYPE 'X' GYPSUM BOARD ON INTERIOR SIDE OF WALL

(1) LAYER 5/8" TYPE 'X' GYPSUM BOARD ON EXTERIOR SIDE OF WALL

5/8" GYPSUM ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1"

LONG, TYPE S STEEL SCREWS SPACED 8" O.C. ALONG EDGES OF BOARD AND 12"

O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED

ON OPPOSITE SIDES OF THE ASSEMBLY.

G-1 (1 HOUR FIRE-RESISTIVE RATING)

FOR WALL TYPE G-1 ONLY: EXTEND GYPSUM BOARD TO UNDERSIDE OF DECK

ABOVE. SEAL ALL PENETRATIONS WITH 1 HOUR FIRE-RESISTIVE RATED SEALANT.

TOPS OF STUDS TO BE CUT 3/4" SHORT

OF FLOOR TO CEILING DIMENSION

INTERIOREXTERIOR

BASE FINISH AS SCHEDULED

CEILING AS SCHEDULED

UNDERSIDE OF

FLOOR SLAB ABOVE

3 5/8" x 20 GAUGE STEEL STUDS @ 16" O.C.

ATTACH BOTTOM AND TOP TRACK TO STRUCTURE WITH 3/16" x 1 1/4" PAF @ 16" O.C.

(2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD ON INTERIOR SIDE OF WALL

(1) LAYER 5/8" TYPE 'X' GYPSUM BOARD ON EXTERIOR SIDE OF WALL

ATTACH FIRST LAYER OF 5/8" GYPSUM TO STEEL STUDS AND FLOOR AND CEILING

TRACK WITH 1" LONG, TYPE S STEEL SCREWS SPACED 8" O.C. ALONG EDGES OF

BOARD AND 12" O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY

AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY.

ATTACH SECOND LAYER OF 5/8" GYPSUM TO STEEL STUDS AND FLOOR AND CEILING

TRACK WITH 1 3/4" LONG, TYPE S STEEL SCREWS SPACED 8" O.C.

PROVIDE 3" GLASS FIBER SOUND ATTENUATION INSULATION (THERMAFIBER SAFB

OR EQUIVALENT) FROM FLOOR TO DECK. SEAL TOP AND BOTTOM OF WALL AND

PENETRATIONS WITH ACOUSTICAL SEALANT.

J-1 (1 HOUR FIRE-RESISTIVE RATING)

FOR WALL TYPE J-1 ONLY: EXTEND GYPSUM BOARD TO UNDERSIDE OF DECK

ABOVE. SEAL ALL PENETRATIONS WITH 1 HOUR FIRE-RESISTIVE RATED SEALANT.

TOPS OF STUDS TO BE CUT 3/4" SHORT

OF FLOOR TO CEILING DIMENSION

BASE FINISH AS SCHEDULED

INTERIOREXTERIOR

SOUND ATTENUATION

INSULATION

WALL SECTION GENERAL NOTES

BASE FINISH AS

SCHEDULED

CEILING AS

SCHEDULED

UNDERSIDE OF

FLOOR SLAB ABOVE

2 1/2" x 20 GAUGE STEEL STUDS @ 16" O.C.

ATTACH BOTTOM TRACK TO STRUCTURE WITH 3/16" x 1 1/4" PAF @ 16" O.C.

BRACE TOP OF WALL

(2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD ON INTERIOR SIDE OF WALL

ATTACH FIRST LAYER OF 5/8" GYPSUM TO STEEL STUDS AND FLOOR AND CEILING

TRACK WITH 1" LONG, TYPE S STEEL SCREWS SPACED 8" O.C. ALONG EDGES OF

BOARD AND 12" O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND

STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY.

ATTACH SECOND LAYER OF 5/8" GYPSUM TO STEEL STUDS AND FLOOR AND CEILING

TRACK WITH 1 3/4" LONG, TYPE S STEEL SCREWS SPACED 8" O.C.

9"

2 1/2" x 20 GA. KICKERS @

48" O.C. STAGGERED EACH

SIDE OF THE WALL

2 1/2" x 2 1/2"

CLIP ANGLES

(3) #8 SCREWS

EACH BRACE

(4) #8 SCREWS

EACH BRACE

(2) 1 1/4" PAF AT

EACH CLIP

INTERIOREXTERIOR

RAND M.

EARDLEY

128806

S T

OF

A T

E UTA

H

ARED CH

IT

E C T

N S

C E

L I

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

S L

C V

A M

C E

H R

M I n fr a s tr u c tu re U p g ra d e s /G e n

A rc h .r v t

/1

/2

:4

:2

P M

AE201

WALL SECTIONS EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

GENERAL

08 JUN 2023 PURCELL ROOKER

06/08/23

3/4" = 1'-0"A

WALL TYPE A

3/4" = 1'-0"C

WALL TYPE C, C-1

3/4" = 1'-0"H

WALL TYPE H

3/4" = 1'-0"K

WALL TYPE K

3/4" = 1'-0"D

WALL TYPE D

3/4" = 1'-0"F

WALL TYPE F

3/4" = 1'-0"E

WALL TYPE E, E-1, E-2

3/4" = 1'-0"G

WALL TYPE G, G-1

3/4" = 1'-0"J

WALL TYPE J, J-1

3/4" = 1'-0"B

WALL TYPE B

BASE FINISH AS

SCHEDULED

CEILING AS

SCHEDULED

UNDERSIDE OF

FLOOR SLAB ABOVE

6" x 20 GAUGE STEEL STUDS @ 16" O.C.

ATTACH BOTTOM TRACK TO STRUCTURE WITH 3/16" x 1 1/4" PAF @ 16" O.C.

BRACE TOP OF WALL

(2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD ON INTERIOR SIDE OF WALL

(2) LAYERS…