Attachment 6 - DWG - 01 - G.pdf

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2023

TLC No.:

www.tlc-engineers.com

923116

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldae.com

703 MAIN AVENUE SW

HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

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

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COVER SHEET CONSTRUCT SLEEP DISORDER CLINIC

AND SPECIALTY CLINIC

AT07/10/2024

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100% CONSTRUCTION

DOCUMENTS

WEB: www.atriaxgroup.com

PHONE: 828.315.9962

CITY/STATE/ZIP: HICKORY, NC 28602

ADDRESS: 703 MAIN AVE. SW.

EMAIL: JODY.BLAKE@ATRIAXGROUP.COM

DESIGNER: JODY BLAKE

INTERIOR

DESIGNER:

ATRIAX GROUP

PROJECT NUMBER: 217122

WEB: www.woldae.com

FAX: 615.370.8530

PHONE: 615.370.8500

CITY/STATE/ZIP: BRENTWOOD, TN 37027

ADDRESS: 214 CENTERVIEW DRIVE, STE 300

EMAIL: ATRAYLOR@WOLDAE.COM

PROJ. MANAGER: ANTHONY TRAYLOR

EMAIL: RFRANKS@WOLDAE.COM

PRINCIPAL: RON FRANKS

ARCHITECT: WOLD ARCHITECTS AND ENGINEERS

PHONE: (828) 315-9962

ADDRESS: 703 MAIN AVE. SW, HICKORY, NC 28602

EMAIL: ED.HENSON@ATRIAXGROUP.COM

CONTACT: ED HENSON

ARCHITECT: ATRIAX GROUP

PROJECT NUMBER: 626-310

PHONE: 615.867.6000

CITY/STATE/ZIP: MURFREESBORO, TN 37129

ADDRESS: 3400 LEBANON ROAD

EMAIL: JOHN.FOSTER3@VA.GOV

CONTACT PERSON: JOHN FOSTER

COR: VA

PROJECT CONTACT LIST

PHONE: (828) 315-9962

ADDRESS: 703 MAIN AVE. SW, HICKORY, NC 28602

EMAIL: justin.keener.atriaxgroup.com

CONTACT: JUSTIN KEENER

CIVIL: ATRIAX GROUP

WEB: www.tlc-engineers.com

FAX: 615.297.4554

PHONE: 615.297.4554

CITY/STATE/ZIP: BRENTWOOD, TN 37027

ADDRESS: 12 CADILLIAC DRIVE, SUITE 150

EMAIL: Michael.Steward@tlc-eng.com

ELECTRICAL: MICHAEL STEWARD@TLC-ENG.COM

EMAIL: steve.kemp@tlc-eng.com

PLUMBING: STEVE KEMP

EMAIL: steve.kemp@tlc-eng.com

MECHANICAL: STEVE KEMP

MECHANICAL,

PLUMBING, &

ELECTRICAL

ENGINEERS:

TLC ENGINEERING SOLUTIONS

PROJECT CONTACTS (CONT)

ARCHITECTS / STRUCTURAL

WOLD AE ATRIAX GROUP

ARCHITECTS / CIVIL / INTERIORS

TLC ENGINEERING

MECHANICAL/ELECTRICAL/PLUMBING/TECHNOLOGY

DEPARTMENT OF VETERANS AFFAIRS

CONSTRUCT SLEEP DISORDER CLINIC AND SPECIALTY CLINIC

3400 LEBANON PIKE

MURFREESBORO, TN 37130

PROJECT NO. 626-310

CONTRACT NUMBER: 36C77622R0075

ALVIN C. YORK VA MEDICAL CENTER

07/10/2024

100% CONSTRUCTION DOCUMENTS

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Revisions: Date:

WINDOW TAG

ELEVATION TAG

GYPSUM BOARD

CONCRETE

CONC. MASONRY UNITS

FINISH WOOD

BATT INSULATION

HANDICAP ACCESSIBLE

SECTION INDICATOR

SHEET NUMBER

ENLARGED PLAN NUMBER

NOTE: THE DIRECTION OF THE SECTION INDICATOR'S

FLAG MAY REFLECT AN "OPPOSITE HAND" OR

"MIRRORED VIEW" OF BUILDING AND WALL SECTIONS

EQUIPMENT TAG

A

CALLOUT TAG

# / A ##.##

# / A ##.##

# / A ##.##

0000-000

EXIST DEMO NEW

CONTINUOUS LINE

MEDIUM DASH LINE

0 4' 8' 12'

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT

(SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DIMENSION LINE

DOOR OPENING/

BORROWED LIGHT IDENTIFIER

NORTH

DETAIL INDICATOR

FURNITURE, FIXTURE, &

EQUIPMENTS INDICATOR

GRAPHIC SCALE, 1/8" = 1'-0"

ROOM NAME AND NUMBER

COLUMN GRID

KEYNOTE

FIRE EXTINGUISHER CABINET

NORTH ARROW

WALL OR PARTITION TYPE

CORNER GUARD

EXISTING CONSTRUCTION

TO REMAIN

EXISTING CONSTRUCTION

TO BE REMOVED

NEW CONSTRUCTION

VV ITEM - VA SUPPLIED & INSTALLED

VC ITEM - VA SUPPLIED &

CONTRACTOR INSTALLED

CC ITEM - CONTRACTOR SUPPLIED &

INSTALLED

DETAIL NUMBER

SHEET WHERE REF.

SHEET WHERE DRAWN

FEC

AA

A

CG

CORRIDOR

C2

A3.1 A4.3

D2

A-512

101A

DOOR TAG

DRAWING BLOCK TITLE, TYPICALFLOOR PLAN1

RIGID INSULATION

EARTH

BASE COURSE

PROJECT LOCATION

PROJECT LOCATION

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2023

TLC No.:

www.tlc-engineers.com

923116

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldae.com

703 MAIN AVENUE SW

HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

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

V A

M C

S le e p D is o rd e r

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A R

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GI 01.01

GENERAL DATA CONSTRUCT SLEEP DISORDER CLINIC

AND SPECIALTY CLINIC

AT07/10/2024

626-310

RA

100% CONSTRUCTION

DOCUMENTS

SYMBOL LEGEND

A.F.F. ABOVE FINISHED FLOOR

A.F.S. AT FINISHED SLAB

ACT ACOUSTICAL CEILING TILE

ADD'L ADDITIONAL

ADJ. ADJUSTABLE

ADMIN. ADMINISTRATION

ALUM. ALUMINUM

APPROX. APPROXIMATE

ASST. ASSISTANT

B.W. BOTTOM OF THE WALL

B/B BALLED & BURLAPPED

BR. BARE ROOT

BRKT. BRACKET

BRKTS. BRACKETS

C CALK

C'SNK. COUNTERSUNK

C.B. CATCH BASIN

C.F.C.I. CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

C.J. CONTROL JOINT

C.M.U. CONCRETE MASONRY UNIT

CAB. CABINET

CLG. CEILING

CLO. CLOSET

CNTR. COUNTER

COL. COLUMN

COMP. COMPUTER

CONC. CONCRETE

CONF. CONFERENCE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CORR. CORRIDOR

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DIR. DIRECTOR

DISP. DISPENSER

DS DOWNSPOUT

DTL. DETAIL

DWGS. DRAWINGS

EA. EACH

ELEC. ELECTRICAL

ELEV. ELEVATION

ENCL. ENCLOSURE

EQ EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

EXP. JT. EXPANSION JOINT

EXT. EXTERIOR

F.D. FLOOR DRAIN

F.E.C. FIRE EXTINGUISHER CABINET

F.F.E. FINISH FLOOR ELEVATION

FDS FOLD DOWN SEAT

FH FIRE HYDRANT

FIN. FINISH

FL. FLOOR

FOB FACE OF BRICK

FTG. FOOTING

FZR. FREEZER

G.B. GRAB BAR

GA. GAUGE

GAL. GALLON

GALV. GALVANIZED

GEN. GENERAL

GYP. GYPSUM

GYP. BD. GYPSUM BOARD

H.B. HOSE BIBB

H.M. HOLLOW METAL

HD. HEAD

HRDBD HARDBOARD

I.D. INSIDE DIAMETER

INFO. INFORMATION

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

JT. JOINT

KIT. KITCHEN

LAB. LABORATORY

LAV. LAVATORY

LKR. LOCKER

M.O. MASONRY OPENING

MACH. MACHINE

MAINT. MAINTENANCE

MAT'L MATERIAL

MAX. MAXIMUM

GENERAL ABBREVIATIONS

● ALL OTHER NON-STRUCTURAL COMPONENTS WITHIN THE HVAC, MECHANICAL, PLUMBING, AND

ELECTRICAL SYSTEMS ARE ASSIGNED AN IMPORTANCE FACTOR OF 1.0 AND ARE ELIGIBLE FOR THE LATERAL BRACING EXEMPTIONS LISTED IN ASCE 7 SECTION 9.6. THE EXEMPTIONS APPLY TO SPECIFIC SMALLER SIZES OF PIPING AND DUCTWORK AND LESS HEAVY EQUIPMENT. NON-EXEMPT PORTIONS OF THESE SYSTEMS SHALL STILL BE LATERALLY BRACED. SYSTEMS WITH AN IMPORTANCE FACTOR OF 1.0

ARE CONSIDERED BY THE CODE TO BE NOT CRITICAL FOR THE CONTINUED OPERATION OF THE

FACILITY.

COMPONENTS WITH AN IMPORTANCE FACTOR OF 1.0:

● STORM SEWER SERVING CRITICAL CARE AREAS.

● SANITARY SEWER SERVING CRITICAL CARE AREAS.

● STEAM SYSTEM.

● HEATING HOT WATER SYSTEM.

● DOMESTIC HOT WATER SYSTEM.

● FIRE ALARM SYSTEM.

● EMERGENCY POWER DISTRIBUTION SYSTEMS INCLUDING ASSOCIATED GENERATOR, TRANSFER

SWITCHES, BUS DUCTS, SWITCHBOARDS, CONDUIT, AND TRANSFORMERS.

● GENERATOR ENGINE EXHAUST.

● DUCTWORK CARRYING RADIOACTIVE AGENTS AND INFECTIOUS ISOLATION AIR.

● MEDICAL GAS PIPING AND EQUIPMENT.

● FIRE SPRINKLERS AND EQUIPMENT.

● NATURAL GAS PIPING.

● FUEL OIL PIPING AND EQUIPMENT.

COMPONENTS WITH AN IMPORTANCE FACTOR OF 1.5:

3. ASSIGNED SEISMIC USE GROUP OR BUILDING DESIGN CATEGORY AS DEFINED IN THE IBC:

2. THE TERM "WITHSTAND" MEANS "THE SYSTEM WILL REMAIN IN PLACE WITHOUT SEPARATION OF ANY PARTS WHEN SUBJECTED TO THE SEISMIC FORCES SPECIFIED AND THE SYSTEM WILL BE FULLY OPERATIONAL

AFTER THE SEISMIC EVENT."

1. COMPONENTS SHALL WITHSTAND THE EFFECTS OF EARTHQUAKE MOTIONS DETERMINED ACCORDING TO

ASCE/SEI 7.

NON-STRUCTURAL SEISMIC NOTES

14. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE CONSTRUCTION PERMITS.

13. CONTRACTOR SHALL NOT DISRUPT OR LIMIT THE FACILITY'S LIFE SAFETY PLAN AND SYSTEM.

12. SEISMIC: NON-STRUCTURAL COMPONENTS SHALL WITHSTAND THE EFFECTS OF EARTHQUAKE MOTIONS

DETERMINED ACCORDING TO ASCE/SEI 7. PROVIDE ENGINEERED SUPPORTS PER SEISMIC

CLASSIFICATION AND ASCE/SEI 7 REQUIRMENTS.

11. CODES: COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES.

10. SUPPORT / BLOCKING: PROVIDE SUPPORT FOR NEW WORK. IF HANGERS, BACKERS, OR OTHER SUPPORTS ARE NOT DETAILED, NOTED, OR SPECIFIED, CONTRACTOR SHALL SUBMIT A VIABLE SUPPORT

DETAIL TO THE ARCHITECT FOR APPROVAL.

9. MAINTAIN RATINGS: MAINTAIN FIRE / SMOKE RATINGS OF EXISTING PARTITIONS AND BARRIERS.

8. SHUTDOWNS / DOWNTIME: CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE DOWNTIME

ASSOCIATED WITH SCHEDULED SHUTDOWNS. COORDINATE WITH COR.

7. COORDINATE TRADES: GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION BETWEEN

TRADES. MECHANICAL DUCTWORK & EQUIPMENT SHALL HAVE PRIORITY OVER OTHER DISCIPLINES (FOR INSTALLATION & ROUTING). COORDINATE UTILITIES, SO THEY ARE INSTALLED IN AN ORDERLY AND

UNIFORM MANNER.

6. PROTECT / RESTORE: PROTECT EXISTING ITEMS, EQUIPMENT, FINISHES, ETC., TO REMAIN. REPAIR / REPLACE / RESTORE CONDITIONS THAT ARE DAMAGED OR DISTURBED AS A RESULT OF DEMOLITION OR

NEW WORK.

5. UTILITIES: UTILITIES AND SYSTEMS IN AREAS OUTSIDE THE CONSTRUCTION LIMITS SHALL REMAIN (U.N.O.).

4. COORDINATE NEW ITEMS: EXACT LOCATIONS OF ALL EQUIPMENT, DEVICES / OUTLETS, FIXTURES, CASEWORK, MOUNTS, AND ROUTING OF UTILITIES SHALL BE COORDINATED WITH AND APPROVED BY THE

COR.

3. DO NOT SCALE DRAWINGS.

2. VERIFY CONDITIONS: INVESTIGATE THE SITE AND VERIFY EXISTING CONDITIONS (BOTH EXPOSED AND

CONCEALED) PRIOR TO PRICING THE JOB.

1. DIAGRAMMATIC DRAWINGS: THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE DRAWINGS

REPRESENT THE INTENT OF THE PROJECT WORK.

GENERAL PROJECT NOTES

BUSINESS OCCUPANCY (B) - 50'0"

DEAD END CORRIDOR DISTANCE

I DEAD END CORRIDOR DISTANCE

ROOF CONSTRUCTION: 0 HR

FLOOR CONSTRUCTION: 0 HR

NON-BEARING WALLS & PARTITIONS (INTERIOR): 0 HR

NON-BEARING WALLS & PARTITIONS (EXTERIOR) 0 HR

BEARING WALLS (INTERIOR): 0 HR

BEARING WALLS (EXTERIOR): 0 HR

STRUCTURAL FRAME: 0 HR

H. FIRE PROTECTION REQUIREMENTS (IBC TABLE 601 & NFPA A.8.2.1.2):

DEAD ENDS: 50 FEET MAX

CORR. FIRE RATING OCCUPANCY: 0 HRS (SPRINKLERED)

CORRIDORS: WIDTH 44 IN

MAX EGRESS: DISTANCE: 300 FT (SPRINKLERED)

EGRESS WIDTH: 0.2 PER OCCUPANT DOORS (OTHER)

G. EXIT REQUIREMENTS:

NOTE: REFER TO PLAN FOR INDIVIDUAL SPACE OCCUPANCY LOADS

BUSINESS AND OP

TREATMENT AREAS

150 GSF / OCCUPANT 18,949 127

AREA DESCRIPTION LOAD FACTOR TOTAL AREA OCCUPANTS

F. OCCUPANT LOAD:

PROPOSED HEIGHT: NO CHANGE

EXISTING HEIGHT: 3 STORIES WITH A BASEMENT

NEW ENTRY: 2,200 SF

RENOVATION: 17,759 SF

ALLOWED AREA: 69,000 SF IBC TABLE 506.2

ALLOWED HEIGHT: 75 FEET IBC TABLE 504.3

E. BUILDING HEIGHT & AREA:

SITE SEISMIC ZONE: B

D. SEISMIC ZONE:

NFPA 2021: TYPE II (0,0,0) - FULLY SPRINKLED NFPA 101

IBC 2021: TYPE II-B - FULLY SPRINKLED IBC TABLE 601

C. CONSTRUCTION TYPE:

NFPA 2021 : BUSINESS OCCUPANCY NFPA 101. 6.1.11.1

IBC 2021: BUSINESS OCCUPANCY - B IBC CH. 3, SEC. 304

B. OCCUPANACY:

PH: 800-698-2411

WASHINGTON DC 20420

810 VERMONT AVE. NW

VETERANS ADMINISTRATION

A. AUTHORITIES HAVING JURISDICTION (AHJ):

DESCRIPTION: THIS PROJECT PROPOSES A RENOVATION OF THE BASEMENT LEVEL OF BUILDING

6 TO INCLUDE A SLEEP DISORDER CLINIC AND EYE CLINIC AS WELL AS AN

ADDITION TO THE EXISTING CORRIDOR CONNECTING BUILDINGS 5 & 6.

LOCATION: TVHS - MURFREESBORO CAMPUS

PROJECT: CONSTRUCT SLEEP DISORDER CLINIC

AND SPECIALTY CLINIC

PLAN REVIEW DATA DRAWING INDEX

SHEET # SHEET NAME

SUBMISSIONS

CD

00 - GENERAL

GI 00.01 COVER SHEET ●

GI 01.01 GENERAL DATA ●

GI 01.10 WALL TYPE DETAILS ●

GI 01.20 ACCESSIBILITY DETAILS ●

GI 01.30 BASEMENT SCOPE OF WORK ●

GI 01.31 BASEMENT PHASING PLAN ●

GI 01.40 ICRA ASSESSMENT ●

GI 01.41 BASEMENT ICRA PLAN PHASE 1A & 1B ●

GI 01.42 BASEMENT ICRA PLAN PHASE 2 ●

GI 01.43 BASEMENT ICRA PLAN PHASE 3 ●

GI 02.01 BASEMENT EXISTING PLAN ●

GI 02.10 ASBESTOS SURVEY REPORT ●

GI 02.11 ASBESTOS SURVEY REPORT ●

GI 03.01 BASEMENT LIFE SAFETY PLAN ●

01_CIVIL

G 101 CIVIL COVER SHEET ●

B 101 GEOTECHNICAL BORINGS REPORT ●

V 101 SITE TOPOGRAPHIC SURVEY EXISTING CONDITIONS ●

CD 101 CIVIL SITE DEMOLITION PLAN ●

C 101 CIVIL SITE PLAN ●

C 102 GRADING AND ALIGNMENT PLAN ●

C 103 UTILITIES AND DRAINAGE PLAN ●

C 104 EROSION AND SEDIMENT CONTROL STABILIZATION PLAN ●

C 105 PAVEMENT MARKING AND SIGNAGE PLAN ●

C 201 CIVIL SITE PLAN ●

C 202 CIVIL SITE PLAN ●

C 501 CIVIL DETAILS ●

C 502 CIVIL DETAILS 2 ●

C 503 CIVIL DETAILS 3 ●

C 504 CIVIL DETAILS 4 ●

C 505 CIVIL DETAILS 5 ●

C 506 CIVIL DETAILS 6 ●

C 507 CIVIL DETAILS 7 ●

C 508 CIVIL DETAILS 8 ●

C 509 CIVIL DETAILS 9 ●

C 510 CIVIL DETAILS 10 ●

C 511 CIVIL DETAILS 11 ●

C 512 CIVIL DETAILS 11 ●

03 - DEMOLITION

AD 01.01 BASEMENT DEMOLITION PLAN ●

AD 01.02 BASEMENT DEMOLITION PHOTOS ●

04 - ARCHITECTURAL

AE 00.00 ARCHITECTURAL SITE PLAN ●

AE 01.01 OVERALL BASEMENT FLOOR PLAN ●

AE 01.01A BASEMENT FLOOR PLAN AREA A & B ●

AE 01.01B BASEMENT FLOOR PLAN AREA C ●

AE 01.01C BASEMENT FLOOR PLAN AREA D & E ●

AE 01.01D BASEMENT FLOOR PLAN AREA F ●

AE 01.01E BASEMENT FLOOR PLAN MECHANICAL BASEMENT ●

AE 01.02 EXISTING FIRST FLOOR PLAN - BUILDING 6 ●

AE 01.02A EXISTING SECOND FLOOR PLAN - BUILDING 6 ●

AE 01.03 OVERALL BASEMENT ACCESS CONTROL PLAN ●

AE 01.04 ROOF PLAN ●

AE 02.01 TYPICAL ROOMS - EYE EXAM, PHOTOCOAG LASER ●

AE 02.02 TYPICAL ROOMS - PROCEDURE, SPEC TESTING ●

AE 02.03 TYPICAL ROOMS - TOMOGRAPHY/CAMERA, ULTRASOUND ●

AE 02.04 TYPICAL ROOMS - VISUAL FIELDS, YAG LASER ●

AE 02.05 TYPICAL ROOMS - SLEEP STUDY, SLEEP EXAM ●

AE 03.01 DOOR ELEVATIONS, SCHEDULE, & NOTES ●

AE 03.02 DOOR DETAILS ●

AE 03.04 EXTERIOR WINDOW/DOOR DETAILS ●

AE 04.01 BUILDING ELEVATIONS ●

AE 04.02 3D VIEWS ●

AE 05.01 CONNECTOR SECTION/DETAILS ●

AE 06.01 DROP OFF CANOPY PLAN/SECTIONS ●

AE 08.01 EXTERIOR DETAILS ●

AE 08.02 EXTERIOR DETAILS ●

AE 08.03 DROP OFF CANOPY DETAILS ●

AE 08.06 MISC. DETAILS ●

AE 08.07 MISC. DETAILS ●

AE 08.08 TOILET DETAILS/MISC. DETAILS ●

AE 08.09 PLAN DETAILS ●

AE 08.10 PLAN DETAILS ●

AE 09.01 INTERIOR ELEVATIONS ●

AE 09.02 INTERIOR ELEVATIONS ●

AE 09.03 INTERIOR ELEVATIONS - CORRIDORS ●

AC 11.01 OVERALL BASEMENT CEILING PLAN ●

AC 11.01A BASEMENT CEILING PLAN AREA A & B ●

AC 11.01B BASEMENT CEILING PLAN AREA C ●

AC 11.01C BASEMENT CEILING PLAN AREA D & E ●

AC 11.01D BASEMENT CEILING PLAN AREA F ●

AE 01.10A BASEMENT PLAN AREA A & B - DIMENSIONED ●

AE 01.10B BASEMENT PLAN AREA C - DIMENSIONED ●

AE 01.10C BASEMENT PLAN AREA D & E - DIMENSIONED ●

AE 01.10D BASEMENT PLAN AREA F - DIMENSIONED ●

AE 10.01 CASEWORK SECTIONS AND MISC DETAILS ●

U. VA FIRE PROTECTION DESIGN MANUAL, 9TH EDITION, NOVEMBER 2023

T. SAFETY STANDARD FOR REFRIGERATION SYSTEMS - ASHRAE STANDARD 15-2007.

S. VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY - ASHRAE STANDARD 62.1-2004.

R. THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL

REQUIREMENTS SECTION 01010 OF THE VA MASTER CONSTRUCTION SPECIFICATION.

Q. EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND

TRANSPORTATION MANAGEMENT.

P. FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF

UNDERSTANDING (MOU)

O. DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL

AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND NEW LOW-RISE RESIDENTIAL

BUILDINGS, 10 CFR PARTS 433, 434, AND 435.

N ENERGY POLICY ACT OF 2005 (EPACT)

M. MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR

STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

L. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE

AND COMMENTARY (ACI 318)

K. ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)

J. ASME CODE FOR PRESSURE PIPING

I. ASME BOILER AND PRESSURE VESSEL CODE

H. SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL

ENGINEERS (ASME) A 17.1.

G. INTERNATIONAL PLUMBING CODE (IPC)

F. NATIONAL ELECTRICAL CODE (NEC)

E. VA SEISMIC DESIGN REQUIREMENTS, H-18-8

D. OCCUPATION, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

C. NFPA NATIONAL FIRE CODES, WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

B. 2021 NFPA 101 LIFE SAFETY CODE

A. 2021 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN

DOCUMENTS,)

THE LATEST EDITIONS OF THE FOLLOW CODES SHALL BE FOLLOWED. THE LIST OF CODES

REPRESENT WHAT WAS DESIGNED AROUND.

VA CODE LIST

VICINITY MAP

MECH. MECHANICAL

MED. MEDICAL

MED. CAB. MEDICAL CABINET

MFR. MANUFACTURER

MGMT. MANAGEMENT

MH MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MR/S MIRROR WITH SHELF

MTD. MOUNTED

MTL. METAL

N.I.C. NOT IN CONTRACT

NOM. NOMINAL

O.C. ON CENTER

O.D. OVERFLOW DRAIN

O.F.O.I. OWNER FURNISHED / OWNER

INSTALLED

OPER. OPERATIONS

OPNG. OPENING

OPP. OPPOSITE

P.P.G. POLISHED PLATE GLASS

P.R.V. POWER ROOF VENTILATOR

P.T. PRESSURE TREATED

PART'N(S) PARTITION(S)

PLAS. PLASTER

PLAS. LAM. PLASTIC LAMINATE

PLYWD. PLYWOOD

PREP. PREPARATION

PREV. PREVENTIVE

PROF. PROFESSIONAL

PTD PAPER TOWEL DISPENSER

Q.T. QUARRY TILE

R. RADIUS

R.D. ROOF DRAIN

R.O. ROUGH OPENING

RECEPT. RECEPTION

RECOV. RECOVERY

REF. REFRIGERATOR

REF. REFER, REFERENCE

REINF. REINFORCING, REINFORCED

REQ'D REQUIRED

RM. ROOM

S SEALANT

S.&R. SHELF AND ROD

SAN. SANITARY

SB SPLASHBLOCK

SCHED. SCHEDULE

SD SOAP DISPENSER

SEC. SECTION, SECRETARY

SGNL. SIGNAL

SHLVG. SHELVING

SIM. SIMILAR

SPECS. SPECIFICATIONS

SS STAINLESS STEEL

STD. STANDARD

STL. STEEL

STO. STORAGE

STRUCT. STRUCTURAL

SYS. SYSTEM

T./TOIL./TL

T.

TOILET

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TB TOWEL BAR

TBL. TABLE

TECH. TECHNICIAN

TEL. TELEPHONE

THK. THICK

THKNS. THICKNESS

TPD TOILET PAPER DISPENSER

TRAIN. TRAINING

TRANS. TRANSFORMER

TREAT. TREATMENT

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

UNEXP. UNEXPOSED

VEST. VESTIBULE

W.H.F.E. WALL HUNG FIRE

EXTINGUISHER

W/ WITH

WC/W.C. WATER CLOSET

WD. WOOD

WP WATERPROOF(ING)

WP WALL PROTECTION

DRAWING INDEX

SHEET # SHEET NAME

SUBMISSIONS

CD

QH 12.01A BASEMENT EQUIPMENT PLAN AREA A & B ●

QH 12.01B BASEMENT EQUIPMENT PLAN AREA C ●

QH 12.01C BASEMENT EQUIPMENT PLAN AREA D & E ●

QH 12.01D BASEMENT EQUIPMENT PLAN AREA F ●

05 - INTERIOR DESIGN

IN 00.01 INTERIOR FIISH LEGEND AND ABBREVIATIONS ●

IN 01.01 OVERALL BASEMENT FLOOR FINISH PLAN ●

IN 01.01A BASEMENT FLOOR FINISH PLAN AREA A & B ●

IN 01.01B BASEMENT FLOOR FINISH PLAN AREA C ●

IN 01.01C BASEMENT FLOOR FINISH PLAN AREA D & E ●

IN 01.01D BASEMENT FLOOR FINISH PLAN AREA F ●

IN 01.02 ENLARGED TOILET FLOOR FINISH PLANS ●

IN 02.01A BASEMENT WALL FINISH PLAN AREA A & B ●

IN 02.01B BASEMENT WALL FINISH PLAN AREA C ●

IN 02.01C BASEMENT WALL FINISH PLAN AREA D & E ●

IN 02.01D BASEMENT WALL FINISH PLAN AREA F ●

IN 03.01A BASEMENT WALL PROTECTION AREA A & B ●

IN 03.01B BASEMENT WALL PROTECTION AREA C ●

IN 03.01C BASEMENT WALL PROTECTION AREA D & E ●

IN 03.01D BASEMENT WALL PROTECTION AREA F ●

IN 04.01 SCHEDULES ●

IN 05.01 WALL MURAL ELEAVTION & DETAILS ●

IN 05.02 INTERIOR PLAN & SECTION DETAILS ●

IN 05.03 RECEPTION DESK PLAN, ELEVATION AND DETAILS ●

IN 06.01 FLOOR & WALL TRANSITION DETAILS ●

IN 07.01 INTERIOR SIGNAGE PLAN ●

IN 07.02A INTERIOR SIGNAGE TYPES ●

IN 07.02B INTERIOR SIGNAGE TYPES ●

IN 07.03 INTERIOR SIGNAGE FINISHES AND NOTES ●

07 - STRUCTURAL

S 1.00 STRUCTURAL NOTES ●

S 1.01 CONNECTOR FOUNDATION AND ROOF FRAMING PLAN ●

S 1.02 CANOPY FOUNDATION AND ROOF FRAMING PLAN ●

S 4.01 SECTIONS AND DETAILS ●

S 4.51 SECTIONS AND DETAILS ●

08 - MECHANICAL

M-MK-01 MECHANICAL SYMBOLS, LEGEND, NOTES AND INDEX ●

M-MK-02 MECHANICAL SCHEDULES ●

M-MK-03 MECHANICAL SCHEDULES ●

M-MK-04 MECHANICAL SCHEDULES ●

M-MK-05 MECHANICAL SCHEDULES ●

M-MD-01 OVERALL CRAWLSPACE LEVEL DEMO - MECHANICAL ●

M-MD-02 OVERALL BASEMENT FLOOR DEMO - MECHANICAL ●

M-MD-05 OVERALL FIRST FLOOR DEMO - MECHANICAL ●

M-MH-02.01 OVERALL BASEMENT FLOOR NEW WORK - DUCTWORK ●

M-MH-03.01A BASEMENT FLOOR AREA A & B - DUCTWORK ●

M-MH-04.01B BASEMENT FLOOR AREA C - DUCTWORK ●

M-MH-05.01C BASEMENT FLOOR AREA D & E - DUCTWORK ●

M-MH-06.01D BASEMENT FLOOR AREA F - DUCTWORK ●

M-MH-07 DUCT RISERS ●

M-MH-08.01 OVERALL FIRST FLOOR NEW WORK - DUCTWORK ●

M-MP-01.01 OVERALL CRAWLSPACE LEVEL NEW WORK - PIPING ●

M-MP-02.01 OVERALL BASEMENT FLOOR NEW WORK - PIPING ●

M-MP-03.01A BASEMENT FLOOR AREA A & B - PIPING ●

M-MP-04.01B BASEMENT FLOOR AREA C - PIPING ●

M-MP-05.01C BASEMENT FLOOR AREA D & E - PIPING ●

M-MP-06.01D BASEMENT FLOOR AREA F - PIPING ●

M-MJ-01 MECHANICAL DETAILS ●

M-MJ-02 MECHANICAL DETAILS ●

M-MJ-03 MECHANICAL DETAILS ●

M-MJ-04 MECHANICAL DETAILS ●

M-MI-01 MECHANICAL CONTROLS ●

M-MI-02 MECHANICAL CONTROLS ●

M-MI-03 MECHANICAL CONTROLS ●

M-MI-04 MECHANICAL CONTROLS ●

09 - PLUMBING

P-PI-01 PLUMBING SYMBOLS, LEGEND, NOTES AND INDEX ●

P-PI-02 PLUMBING SCHEDULES ●

P-PI-03 PLUMBING DETAILS ●

P-PD-01 OVERALL CRAWLSPACE LEVEL DEMO - GRAVITY ●

P-PD-02 OVERALL BASEMENT FLOOR DEMO - GRAVITY ●

P-PD-03 OVERALL CRAWLSPACE LEVEL DEMO - PRESSURE ●

P-PD-04 OVERALL BASEMENT FLOOR DEMO - PRESSURE ●

P-PD-05 OVERALL CRAWLSPACE LEVEL DEMO - MEDICAL GAS ●

P-PD-06 OVERALL BASEMENT FLOOR DEMO - MEDICAL GAS ●

P-PP-00.01 OVERALL CRAWLSPACE LEVEL NEW WORK - GRAVITY ●

P-PP-01.01 OVERALL BASEMENT FLOOR NEW WORK - GRAVITY ●

P-PP-01.01A BASEMENT FLOOR PLAN AREA A & B NEW WORK - GRAVITY ●

P-PP-01.01B BASEMENT FLOOR PLAN AREA C NEW WORK - GRAVITY ●

P-PP-01.01C BASEMENT FLOOR PLAN AREA D & E NEW WORK - GRAVITY ●

P-PP-01.01D BASEMENT FLOOR PLAN AREA F NEW WORK - GRAVITY ●

P-PP-01.02 OVERALL FIRST FLOOR PLAN - GRAVITY ●

P-PP-01.03 OVERALL SECOND FLOOR PLAN - GRAVITY ●

P-PP-01.04 OVERALL ATTIC FLOOR PLAN - GRAVITY ●

P-PP-01.05 GRAVITY ISOMETRIC DIAGRAM AREA A & B ●

DRAWING INDEX

SHEET # SHEET NAME

SUBMISSIONS

CD

P-PP-01.06 GRAVITY ISOMETRIC DIAGRAM AREA C ●

P-PP-01.07 GRAVITY ISOMETRIC DIAGRAM AREA D & E ●

P-PP-01.08 GRAVITY ISOMETRIC DIAGRAM AREA F ●

P-PP-02.00 OVERALL CRAWLSPACE LEVEL NEW WORK - PRESSURE ●

P-PP-02.01 OVERALL BASEMENT FLOOR NEW WORK - PRESSURE ●

P-PP-02.01A BASEMENT FLOOR PLAN AREA A & B NEW WORK -

PRESSURE

P-PP-02.01B BASEMENT FLOOR PLAN AREA C NEW WORK - PRESSURE ●

P-PP-02.01C BASEMENT FLOOR PLAN AREA D & E NEW WORK -

PRESSURE

P-PP-02.01D BASEMENT FLOOR PLAN AREA F NEW WORK - PRESSURE ●

P-PP-02.02 PRESSURE ISOMETRIC DIAGRAM AREA A & B ●

P-PP-02.03 PRESSURE ISOMETRIC DIAGRAM AREA C ●

P-PP-02.04 PRESSURE ISOMETRIC DIAGRAM AREA D & E ●

P-PP-02.05 PRESSURE ISOMETRIC DIAGRAM AREA F ●

10 - ELECTRICAL

E-EI-01 ELECTRICAL SYMBOLS, LEGEND, NOTES AND INDEX ●

E-EI-02 ELECTRICAL ONE-LINE DIAGRAM ●

E-EI-03 ELECTRICAL PANEL SCHEDULES ●

E-EI-04 ELECTRICAL PANEL SCHEDULES ●

E-EI-05 ELECTRICAL DETAILS ●

E-EI-06 ELECTRICAL DETAILS ●

E-EI-07 ELECTRICAL DETAILS ●

E-EI-08 ELECTRICAL DETAILS ●

E-EI-09 ELECTRICAL SCHEDULES ●

E-ES-01 ELECTRICAL SITE PLAN ●

E-ED-01.01 OVERALL CRAWLSPACE LEVEL DEMO - ELECTRICAL ●

E-ED-02.01 OVERALL BASEMENT FLOOR DEMO - ELECTRICAL ●

E-EL-02.01 OVERALL BASEMENT RCP PLAN NEW WORK - LIGHTING ●

E-EL-02.01A BASEMENT RCP PLAN AREA A & B NEW WORK - LIGHTING ●

E-EL-02.01B BASEMENT RCP PLAN AREA C NEW WORK - LIGHTING ●

E-EL-02.01C BASEMENT RCP PLAN AREA D & E NEW WORK - LIGHTING ●

E-EL-02.01D BASEMENT RCP PLAN AREA F NEW WORK - LIGHTING ●

E-EP-02.01 OVERALL BASEMENT FLOOR NEW WORK - POWER ●

E-EP-02.01A BASEMENT FLOOR PLAN AREA A & B NEW WORK - POWER ●

E-EP-02.01B BASEMENT FLOOR PLAN AREA C NEW WORK - POWER ●

E-EP-02.01C BASEMENT FLOOR PLAN AREA D & E NEW WORK - POWER ●

E-EP-02.01D BASEMENT FLOOR PLAN AREA F NEW WORK - POWER ●

E-EF-02.01 OVERALL BASEMENT FLOOR NEW WORK - FIRE ALARM ●

E-EF-02.01A BASEMENT FLOOR PLAN AREA A & B NEW WORK - FIRE

ALARM

E-EF-02.01B BASEMENT FLOOR PLAN AREA C NEW WORK - FIRE ALARM ●

E-EF-02.01C BASEMENT FLOOR PLAN AREA D & E NEW WORK - FIRE

ALARM

E-EF-02.01D BASEMENT FLOOR PLAN AREA F NEW WORK - FIRE ALARM ●

E-EN-02.01 OVERALL BASEMENT FLOOR NEW WORK - NURSE CALL ●

E-EN-02.01A BASEMENT FLOOR PLAN AREA A & B NEW WORK - NURSE

CALL

E-EN-02.01B BASEMENT FLOOR PLAN AREA C NEW WORK - NURSE CALL ●

E-EN-02.01C BASEMENT FLOOR PLAN AREA D & E NEW WORK - NURSE

CALL

11 - FIRE PROTECTION

F-FI-01 FIRE PROTECTION SYMBOLS, LEGEND, NOTES AND INDEX ●

F-FD-01 OVERALL CRAWLSPACE LEVEL DEMO - FIRE PROTECTION ●

F-FD-02 OVERALL BASEMENT FLOOR DEMO - FIRE PROTECTION ●

F-FX-01.00 OVERALL CRAWLSPACE LEVEL - FIRE PROTECTION ●

F-FX-01.01 OVERALL BASEMENT RCP PLAN NEW WORK - FIRE

PROTECTION

F-FX-01.01A BASEMENT RCP PLAN AREA A & B NEW WORK - FIRE

PROTECTION

F-FX-01.01B BASEMENT RCP PLAN AREA C NEW WORK - FIRE

PROTECTION

F-FX-01.01C BASEMENT RCP PLAN AREA D & E NEW WORK - FIRE

PROTECTION

F-FX-01.01D BASEMENT RCP PLAN AREA F NEW WORK - FIRE

PROTECTION

12 - TECHNOLOGY

T-TJ-00 TECHNOLOGY SYMBOLS, LEGEND, NOTES AND INDEX ●

T-TD-01 OVERALL BASEMENT FLOOR DEMO - TECHNOLOGY ●

T-TJ-01 OVERALL BASEMENT FLOOR NEW WORK - TECHNOLOGY ●

T-TJ-02.01A BASEMENT FLOOR PLAN AREA A & B NEW WORK -

TECHNOLOGY

T-TJ-02.01B BASEMENT FLOOR PLAN AREA C NEW WORK - TECHNOLOGY ●

T-TJ-02.01C BASEMENT FLOOR PLAN AREA D & E NEW WORK -

TECHNOLOGY

T-TJ-02.01D BASEMENT FLOOR PLAN AREA F NEW WORK - TECHNOLOGY ●

T-TJ-04 ENLARGED PLANS - TECHNOLOGY ●

T-TJ-07 TECHNOLOGY - RISER ●

T-TJ-08 TECHNOLOGY - DETAILS ●

T-TJ-09 TECHNOLOGY - DETAILS ●

T-TJ-10 TECHNOLOGY - DETAILS ●

NON-RATED PARTITION

16" O.C.

SECTION

PLAN

1 3-5/8" STUD

DESCRIPTION:

2 43

UL DESIGN #:

STC RATING:

FIRE RATING:

SCALE:

45 - 49

N.T.S.

ABOVE CEILING ID (STENCIL):

PLAN DESIGNATION:

GENERAL NOTES:

1. ALL REQUIREMENTS OF LISTED UL

DESIGN # MUST BE MET.

WALL PRIORITY:

OPENINGS: --

V A

R

IE

S

1. STEEL FLOOR AND CEILING CHANNELS - TOP AND BOTTOM CHANNELS OF WALL

ASSEMBLY SHALL BE MIN. 20 GA. GALV. STEEL SIZED TO FIT STUDS. TOP CHANNEL TO

HAVE 2" FLANGES (MIN). BOTTOM CHANNEL TO HAVE 1-1/4" FLANGES (MIN). SECURE

BOTTOM CHANNELS WITH STEEL FASTENERS AT 24" O.C. (MAX). SECURE TOP

CHANNELS TO VALLEYS OF STEEL FLOOR UNITS (OR STRUCTURE ABOVE) WITH STEEL

FASTENERS AT 12" O.C. (MAX).

2. STEEL STUDS - MIN. 3-5/8" WIDE (UNLESS NOTED OTHERWISE), 1-1/4" LEGS, 3/8" FOLDED

BACK RETURN. FORMED OF 20 GA.(MIN) GALV. STEEL. MAX. SPACING 16" O.C. CUT

STUDS 1" LESS IN LENGTH THAN ASSEMBLY HEIGHT WITH BOTTOM NESTING IN AND

SECURED TO FLOOR CHANNEL, AND WITH TOP NESTING IN CEILING CHANNEL WITHOUT

ATTACHMENT.

3. SOUND ATTENUATION BATT INSUL. - 3-1/2" (DEPENDING ON STUD SIZE) GLASS FIBER

BATTS IN STUD CAVITY. FILL ENTIRE CAVITY FULL HEIGHT.

4. GYPSUM WALLBOARD- 5/8" THICK TYPE "X", 4' WIDE, ATTACHED TO STEEL STUDS AND

FLOOR CHANNELS WITH 1" LONG TYPE S SELF-TAPPING STEEL SCREWS AT 8" O.C.

ALONG THE VERTICAL AND BOTTOM EDGES AND 12" O.C. IN THE FIELD OF THE BOARD.

INSTALL WALLBOARD WITH A MIN. 1/2" AND MAX. 3/4" GAP BETWEEN THE TOP OF THE

WALLBOARD AND THE BOTTOM OF THE FLOOR UNIT VALLEYS (OR STRUCTURE ABOVE).

NO SCREWS ARE TO BE INSTALLED WITHIN 4" OF THE STEEL FLOOR UNIT VALLEYS AT

THE TOP OF THE WALL. ORIENT JOINTS VERTICALLY AND STAGGER JOINTS ON

OPPOSITE SIDES OF THE ASSEMBLY.

5. JOINT TAPE AND COMPOUND - VINYL, DRY OR PRE-MIXED JOINT COMPOUND, APPLIED

IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE 2" WIDE EMBEDDED IN

FIRST LAYER OF COMPOUND OVER ALL JOINTS. JOINTS REINFORCED.

6. ACOUSTICAL SEALANT.

1/ 4"

M

IN

6" STUD

1HR FIRE BARRIER

UL DESIGN #:

STC RATING:

FIRE RATING:

SCALE:

16" O.C.

SECTION

PLAN

3-5/8" STUD1B

U465

45 - 49

1HR

N.T.S.

DESCRIPTION:

2 43

ABOVE CEILING ID (STENCIL):

"1HR FIRE BARRIER"

PLAN DESIGNATION:

GENERAL NOTES:

1. ALL REQUIREMENTS OF LISTED UL

DESIGN # MUST BE MET.

WALL PRIORITY:

1/ 4"

M

IN

OPENINGS: 45 MIN

1. STEEL FLOOR AND CEILING CHANNELS - TOP AND BOTTOM CHANNELS OF WALL

ASSEMBLY SHALL BE MIN. 20 GA. GALV. STEEL SIZED TO FIT STUDS. TOP CHANNEL TO

HAVE 2" FLANGES (MIN). BOTTOM CHANNEL TO HAVE 1-1/4" FLANGES (MIN). SECURE

BOTTOM CHANNELS WITH STEEL FASTENERS AT 24" O.C. (MAX). SECURE TOP

CHANNELS TO VALLEYS OF STEEL FLOOR UNITS (OR STRUCTURE ABOVE) WITH STEEL

FASTENERS AT 12" O.C. (MAX).

2. STEEL STUDS - MIN. 3-5/8" WIDE, 1-1/4" LEGS, 3/8" FOLDED BACK RETURN. FORMED OF

20 GA.(MIN) GALV. STEEL. MAX. SPACING 16" O.C. CUT STUDS 1" LESS IN LENGTH THAN

ASSEMBLY HEIGHT WITH BOTTOM NESTING IN AND SECURED TO FLOOR CHANNEL, AND

WITH TOP NESTING IN CEILING CHANNEL WITHOUT ATTACHMENT.

3. SOUND ATTENUATION BATT INSUL. - 3-1/2" (DEPENDING ON STUD SIZE) GLASS FIBER

BATTS IN STUD CAVITY. FILL ENTIRE CAVITY FULL HEIGHT.

4. GYPSUM WALLBOARD- 5/8" THICK TYPE "X", 4' WIDE, ATTACHED TO STEEL STUDS AND

FLOOR CHANNELS WITH 1" LONG TYPE S SELF-TAPPING STEEL SCREWS AT 8" O.C.

ALONG THE VERTICAL AND BOTTOM EDGES AND 12" O.C. IN THE FIELD OF THE BOARD.

INSTALL WALLBOARD WITH A MIN. 1/2" AND MAX. 3/4" GAP BETWEEN THE TOP OF THE

WALLBOARD AND THE BOTTOM OF THE FLOOR UNIT VALLEYS (OR STRUCTURE ABOVE).

NO SCREWS ARE TO BE INSTALLED WITHIN 4" OF THE STEEL FLOOR UNIT VALLEYS AT

THE TOP OF THE WALL. ORIENT JOINTS VERTICALLY AND STAGGER JOINTS ON

OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO FURRING CHANNELS,

WALLBOARD IS ATTACHED WITH 1" LONG TYPE S SCREWS AT 12" O.C.

5. JOINT TAPE AND COMPOUND - VINYL, DRY OR PRE-MIXED JOINT COMPOUND, APPLIED

IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE 2" WIDE EMBEDDED IN

FIRST LAYER OF COMPOUND OVER ALL JOINTS. JOINTS REINFORCED.

6. FURRING CHANNELS (OPTIONAL NOT SHOWN) - RESILIENT 20 MSG GALV. STEEL

FURRING CHANNELS SPACED VERT. MAX. 24" O.C. ATTACH FLANGE TO EACH

INTERSECTING STUD WITH 1/2" LONG TYPE S-12 PANHEAD SCREWS.

7. ACOUSTICAL SEALANT.

8. PACKING MATERIAL - MIN. 4" TKNS. OF MIN. 4.0 PCF MINERAL WOOL BATT INSULATION

FIRMLY PACKED INTO FLUTES OF STEEL FLOOR UNITS AS A PERMANENT FORM.

PACKING MATERIAL TO BE RECESSED FROM BOTH SURFACES OF THE WALL AS

REQUIRED TO RECEIVE JOINT SEALANT.

9. JOINT TREATMENT MATERIAL - NON-SAG FIRE CAULK EACH SIDE MIN THICKNESS 1/2",

APPLIED WITHIN THE OPENING BETWEEN THE TOP OF THE WALLBOARD AND ALL

SURFACES OF THE STEEL FLOOR OR STRUCTURE, FLUSH WITH BOTH SURFACES OF

THE WALL ASSEMBLY.

7/

8" M

IN

NO RATING - 3 5/8" MTL. STUD W/ 1 LAYER GYPSUM BOARD ON BOTH SIDES

NO RATING - 6" MTL. STUD W/ 1 LAYER GYPSUM BOARD ON BOTH SIDES

1 HR FIRE RATED - 3 5/8" MTL. STUD W/ 1 LAYER GYPSUM BOARD ON BOTH SIDES

WALL LEGEND

1B

NO RATING - 3 5/8" MTL. STUD W/ 1 LAYER GYPSUM BOARD ON ONE SIDE

NO RATING - 7/8" HAT CHANNELS W/ 1 LAYER GYPSUM BOARD ON ONE SIDE

NO RATING - 2 1/2" MTL STUD W/ 1 LAYER GYPSUM BOARD ON ONE SIDE6

NON-RATED SMOKE PARTITION - 3 5/8" MTL. STUD W/ 1 LAYER GYPSUM BOARD ON BOTH SIDES1A

NO RATING - 3 5/8" MTL. STUD W/ 1 LAYER GYPSUM BOARD ON ONE SIDE AND 2" INSULATION19

SECTION

NON-RATED

FURRING WITH

INSULATION

ABOVE CEILING ID (STENCIL):

PLAN DESIGNATION:

GENERAL NOTES:

1. ALL REQUIREMENTS OF LISTED UL DESIGN

# MUST BE MET.

WALL PRIORITY:

ACOUSTICAL SEALANT

MTL. STUDS

AT 16" O.C. MAX.

GYPSUM WALLBOARD - 5/8"

THICK TYPE "X"

JOINT TAPE AND COMPOUND

ACOUSTICAL SEALANT

UL DESIGN #:

FIRE RATING:

GA FILE #:

STC RATING: --

OPENINGS: --

DAMPERS: --

CEILING ASSEMBLY

GYPSUM BOARD CUT TO FIT

1/ 4"

M

IN

1/ 4"

M

IN

SCALE:

N.T.S.

2" RIGID INSULATION

3 5/8" STUD19

EXISTING WALL

SECTION

NON-RATED FURRING

ABOVE CEILING ID (STENCIL):

PLAN DESIGNATION:

GENERAL NOTES:

1. ALL REQUIREMENTS OF LISTED UL DESIGN

# MUST BE MET.

WALL PRIORITY:

ACOUSTICAL SEALANT

HAT CHANNEL- 7/8" MIN

MTL STUD - 2 1/2"

AT 16" O.C. MAX.

GYPSUM WALLBOARD - 5/8"

THICK TYPE "X"

JOINT TAPE AND COMPOUND

ACOUSTICAL SEALANT

UL DESIGN #:

FIRE RATING:

GA FILE #:

STC RATING: --

OPENINGS: --

DAMPERS: --

CEILING ASSEMBLY

GYPSUM BOARD CUT TO FIT DECK

CONFIGURATION

1/ 4"

M

IN

1/ 4"

M

IN

7/8" HAT CHANNEL5

SCALE:

N.T.S.

2 1/2" STUD6

3 5/8" STUD4

EXISTING WALL

HIGHER PRIORITY

PRIORITY 1 (HIGHEST)

PRIORITY 2

PRIORITY 3

PRIORITY 4

PRIORITY 5 (LOWEST)NON-RATED WALL

ONE HOUR FIRE WALL

ONE HOUR FIRE AND SMOKE WALL

TWO HOUR SHAFTWALL

TWO HOUR FIRE WALL

TWO HOUR FIRE AND SMOKE WALL

WALL PRIORITY LEGEND

LOWER PRIORITY

PLAN

PRIORITY 2

0 6" 1' 2'3"

TEST REF

WP 1711

WP 1200

GAGOLD BOND

OSU T-1770

FM W1A-1HR.

UL U411

OSU T-1771

PARTITIONRATED WALL

HOLLOW METAL FRAME

JAMB STUDS

TAPE & JT. COMP.-TYP.

ONE HOUR

CONSTRUCTION

2 HR.

CONSTRUCTION

METAL

STUDS

HIGHER PRIORITY WALL

1 LAYER AT 1 HOUR

FIRE &/OR SMOKE

PARTITIONS

(NON-RATED)

3 5/8"

GYPSUM WALLBOARD

5/8" TYPE "X"

SMOKETIGHT PARTITION

UL DESIGN #:

STC RATING:

FIRE RATING:

SCALE:

16" O.C.

SECTION

PLAN

3-5/8" STUD1A

45 - 49

N.T.S.

DESCRIPTION:

2 43

ABOVE CEILING ID (STENCIL):

"NON-RATED SMOKETIGHT"

PLAN DESIGNATION:

GENERAL NOTES:

1. ALL REQUIREMENTS OF LISTED UL

DESIGN # MUST BE MET.

WALL PRIORITY:

1/ 4"

M

IN

OPENINGS: SM

1. STEEL FLOOR AND CEILING CHANNELS - TOP AND BOTTOM CHANNELS OF WALL

ASSEMBLY SHALL BE MIN. 20 GA. GALV. STEEL SIZED TO FIT STUDS. TOP CHANNEL TO

HAVE 2" FLANGES (MIN). BOTTOM CHANNEL TO HAVE 1-1/4" FLANGES (MIN). SECURE

BOTTOM CHANNELS WITH STEEL FASTENERS AT 24" O.C. (MAX). SECURE TOP

CHANNELS TO VALLEYS OF STEEL FLOOR UNITS (OR STRUCTURE ABOVE) WITH STEEL

FASTENERS AT 12" O.C. (MAX).

2. STEEL STUDS - MIN. 3-5/8" WIDE (UNLESS NOTED OTHERWISE), 1-1/4" LEGS, 3/8" FOLDED

BACK RETURN. FORMED OF 20 GA.(MIN) GALV. STEEL. MAX. SPACING 16" O.C. CUT

STUDS 1" LESS IN LENGTH THAN ASSEMBLY HEIGHT WITH BOTTOM NESTING IN AND

SECURED TO FLOOR CHANNEL, AND WITH TOP NESTING IN CEILING CHANNEL WITHOUT

ATTACHMENT.

3. SOUND ATTENUATION BATT INSUL. - 3-1/2" (DEPENDING ON STUD SIZE) GLASS FIBER

BATTS IN STUD CAVITY. FILL ENTIRE CAVITY FULL HEIGHT.

4. GYPSUM WALLBOARD- 5/8" THICK TYPE "X", 4' WIDE, ATTACHED TO STEEL STUDS AND

FLOOR CHANNELS WITH 1" LONG TYPE S SELF-TAPPING STEEL SCREWS AT 8" O.C.

ALONG THE VERTICAL AND BOTTOM EDGES AND 12" O.C. IN THE FIELD OF THE BOARD.

INSTALL WALLBOARD WITH A MIN. 1/2" AND MAX. 3/4" GAP BETWEEN THE TOP OF THE

WALLBOARD AND THE BOTTOM OF THE FLOOR UNIT VALLEYS (OR STRUCTURE ABOVE).

NO SCREWS ARE TO BE INSTALLED WITHIN 4" OF THE STEEL FLOOR UNIT VALLEYS AT

THE TOP OF THE WALL. ORIENT JOINTS VERTICALLY AND STAGGER JOINTS ON

OPPOSITE SIDES OF THE ASSEMBLY.

5. JOINT TAPE AND COMPOUND - VINYL, DRY OR PRE-MIXED JOINT COMPOUND, APPLIED

IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE 2" WIDE EMBEDDED IN

FIRST LAYER OF COMPOUND OVER ALL JOINTS. JOINTS REINFORCED.

6. ACOUSTICAL SEALANT.

7. JOINT TREATMENT MATERIAL - NON-SAG FIRE CAULK EACH SIDE MIN THICKNESS 1/2",

APPLIED WITHIN THE OPENING BETWEEN THE TOP OF THE WALLBOARD AND ALL

SURFACES OF THE STEEL FLOOR OR STRUCTURE, FLUSH WITH BOTH SURFACES OF

THE WALL ASSEMBLY.

V A

R

IE

S

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2023

TLC No.:

www.tlc-engineers.com

923116

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldae.com

703 MAIN AVENUE SW

HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

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

V A

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C lin ic /2

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P M

GI 01.10

WALL TYPE DETAILS CONSTRUCT SLEEP DISORDER CLINIC

AND SPECIALTY CLINIC

AT07/10/2024

626-310

RA

100% CONSTRUCTION

DOCUMENTS

●USE SEMI-GLOSS PAINT.

●LOCATE NOT MORE THAN 12'-0" O.C. ON CORRIDOR SIDES OF PARTITIONS, AND WITH A LEAST ONE MESSAGE PER

ROOM ON ROOM SIDE OF PARTITION, AND WITHIN 15'-0" OF THE END OF EACH WALL.

●STENCIL MESSAGE SIMILAR TO: "SMOKE PARTITION" OR "1-HR FIRE BARRIER."

●IDENTIFY PARTITIONS ABOVE CEILINGS ON BOTH SIDES OF PARTITIONS EXCEPT WITHIN SHAFTS IN RED LETTERS

NOT LESS THAN 4" HIGH WITH AT LEAST A 3/8" STROKE.

12. FIRE AND SMOKE PARTITION / BARRIER IDENTIFICATION:

11. PENETRATIONS IN WALLS SHALL BE SEALED AS REQUIRED BY THE WALL RATING PER AN APPROVED UL DESIGN.

10. GYPSUM BOARD PANELS SHALL BE PLACED A MINIMUM OF 1/4" ABOVE FLOOR AND SHALL BE CUT WITHIN 1/4" MAX TOLERANCE TO SHAPE OF DECK OR STRUCTURE ABOVE. GAPS BETWEEN PANELS SHALL BE <1/4".

●PROVIDE DEFLECTION AND BRIDGING CLIPS.

●MAINTAIN CLEARANCE UNDER STRUCTURAL BUILDING MEMBERS TO AVOID DEFLECTION TRANSFER TO STUDS.

PROVIDE EXTENDED LEG CEILING RUNNERS.

9. DO NOT TRANSFER DEFLECTION FROM STRUCTURAL BUILDING MEMBERS TO STUDS. CONTRACTOR'S OPTION, PROVIDE EITHER OF THE FOLLOWING:

8. EXTEND ALL WALL CONSTRUCTION TO THE DECK ABOVE AND SEAL U.N.O.

7. INSTALL ACOUSTICAL GASKETS AT FLOOR AND CEILING TRACK LOCATIONS.

6. PROVIDE ACOUSTICAL INSULATION FULL HEIGHT IN ALL WALLS U.N.O.

5. STAGGER JOINTS ON OPPOSITE SIDES OF PARTITIONS.

4. ALL FRAMING SHALL BE 20 GA U.N.O.

●PROVIDE FIRE RATED MOLD AND MOISTURE RESISTANT GYPSUM PANELS ON INTERIOR SURFACE OF EXTERIOR WALLS, TOILET ROOMS, JANITOR'S CLOSETS, MECHANICAL SPACES, AND WITHIN 4'-0" OF WATER SOURCES.

●ALL GYPSUM BOARD SHALL BE 5/8" TYPE 'X' U.N.O.

3. GYPSUM BOARD REQUIREMENTS:

2. --

1. ALL WALLS SHALL BE 3-5/8" METAL STUD AT 16"0.C. MAX U.N.O.

REFERENCE WALL TYPE DETAILS, PLANS, AND SPECIFICATIONS.

GENERAL WALL NOTES

INTERSECTION OF RATED WALLS

GENERAL NOTES

1. THIS IS DIAGRAMMATIC IN NATURE AND SHOWS GENERIC

CONDITIONS. SEE FLOOR PLANS FOR ACTUAL CONDITIONS.

2. MAINTAIN NOTED CLEARANCES AT ALL DOORS.

MIN

18"

60" MIN

(A)

FRONT APPROACH, PULL SIDE

48" MIN

(B)

FRONT APPROACH, PUSH SIDE

48" MIN

(C)

FRONT APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

MIN

12" MIN

36"

60" MIN

(D)

HINGE APPROACH, PULL SIDE

42" MIN

(F)

HINGE APPROACH, PUSH SIDE

MIN

42" 54" MIN

(E)

HINGE APPROACH, PULL SIDE

MIN

22"

48" MIN

(G)

HINGE APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

MIN

22"

MIN

24"48" MIN

(H)

LATCH APPROACH, PULL SIDE

MIN

24"54" MIN

(I)

LATCH APPROACH, PULL SIDE,

DOOR PROVIDED WITH

CLOSER

42" MIN

(J)

LATCH APPROACH, PUSH SIDE

MIN

24"

48" MIN

(K)

LATCH APPROACH, PUSH SIDE,

DOOR PROVIDED WITH CLOSER

MIN

24"

MIN

18"

60" MIN

(A)

PULL SIDE

X > 8"

MANEUVERING CLEARANCES AT RECESSED

DOORS AND GATES

MANEUVERING CLEARANCES AT MANUAL

SWINGING DOORS AND GATES

(B)

PUSH SIDE

48" MIN

X > 8"

(C)

PUSH SIDE, DOOR PROVIDED

WITH BOTH CLOSER AND

LATCH

48" MIN

X > 8"

MIN

12"

DOORS IN SERIES AND GATES IN SERIES

(A)

48" MIN

(B)

48" MIN

(C)

48" MIN

T .O

. S E

A T

SOME ITEMS MAY NOT BE APPLICABLE

GB-42

MIRROR

TPD

TB-18

FPDL

BCS

PTD-WR

C L P

U

LL

H A

N D

LE

C L F

LU

S

H C

O N

T R

O L

GB-18 INSULATED

SUPPLY AND

DRAIN LINES

TPD

48" MAX

48" MAX

48" MAX

48" MAX

48" MAX15" MIN

S U

R F

A C

E

M A

X T

O R

E F

LE

C

T

IV

E

25"MAX

17"MIN

TO OUTLET

15" MIN

48" MAX

G R

IP

S

U R

F A

C E

T .O

5/

1"

42" MIN

MAX

12"

40" ±1"

SURFACE

40" MAX TO

REFLECTIVE

18" OR 24"

36"

(FRONT) (SIDE)

34" MAX27" MIN

18" (±1") 29

M

IN

M A

X

FLUSH

VALVE

44" MAX.

6" MAX

36" MIN

60" MIN±1"

17"

GB-36

CLEAR

15" MIN

CLEAR

15" MIN

8" (±1")

44" MAX

C O

N T

R O

LS

H C

A C

C E

S S

IB

LE

48" 54"

MIN

15"

PTD

48" MAX 48" MAX

C O

N T

R O

LS

48" MAX

SD

48" MAX

5" MAX

42" MAX

C O

N T

R O

LS

EHD EHD-HF

C O

N T

R O

LS

C O

N T

R O

LS

C O

N T

R O

LS

UNOBSTRUCTED ITEMS

MAX

24".

44" MAX

C O

N T

R O

LS

PAPER TOWEL

DISPENSER & WASTE

RECEPTACLE (PTD-WR)

C O

N T

R O

LSFPDR

PAPER

TOWEL

DISPENSER

(PTD)

ELECTRIC

HAND DRYER

(EHD)

ELECTRIC

HAND DRYER -

HANDS FREE

(EHD-HF)

SOAP

DISPENSER

(SD)

FEMININE

PRODUCT

DISPENSER

(FNDR)

48" MAX

FEMININE

PRODUCT

DISPOSAL UNIT

(FNDL)

SD (ONLY) SD, PTD, EHD

OR EHD-HF

BACK WALL

MOUNTED

OBSTRUCTED ITEMS

SIDE WALL

MOUNTED

TOILET PAPER

DISPENSER

(TPD)

TOWEL BAR

18" MIN

(TB-18)

BABY CHANGING STATION

(BCS)

MIN

12".

MIN

24".

G R

IP

S

U R

F A

C E

T .O

HC WATER CLOSET

(HCWC)

GRAB BAR

42" (GB-42)

(SIDE) (FRONT)

GRAB BAR

18" (GB-18)

GRAB BAR

36" (GB-36)

MIN18"

54" MIN

HC LAVATORY

(SIDE) (FRONT)

COAT HOOK

(CH)

(FRONT)

MIRROR WITH OR

WITHOUT SHELF

(MIR/S-18X36)

(MIR-18X36)

(MIR/S-24X36)

(MIR-24X36)

EXAM

ROOM

DOCTOR'S

OFFICE

NURSE

STATION

JANITOR'S

CLOSET

RECEPTION /

FILES

MECHANICAL

SPACE

BREAK

ROOM

PUBLIC USE SPACES (SEC 201)

FULL ACCESS TO PUBLIC USE

AREAS, INCLUDING WAITING

AREAS AND CORRIDORS

MECHANICAL SPACE (SEC 203.5)

EXEMPT SPACE

EMPLOYEE WORK AREAS (SEC 203.9)

PARTIAL ACCESS TO AREAS USED

ONLY BY EMPLOYEES FOR WORK

(RECEPTION / FILE AREAS, NURSE

STATIONS, AND JANITOR'S CLOSETS

EXAM ROOMS AND OFFICES

(SEC 201 AND 203.9)

ALL EXAM ROOMS AND OFFICES

USED BY THE PUBLIC MUST BE

ACCESSIBLE, BUT ELEMENTS

WITHIN THESE ROOMS THAT

ARE USED ONLY BY EMPLOYEES

FOR WORK ARE NOT REQUIRED

TO COMPLY.

DRESSING ROOMS (SEC 222)

ACCESS IS REQUIRED TO AT

LEAST 5% (BUT NO LESS THAN 1)

OF EACH TYPE OF USE IN EACH

CLUSTER

TOILET ROOMS (SEC 213)

ACCESS IS REQUIRED TO ALL PUBLIC

AND EMPLOYEE TOILET ROOMS (OR

NO MORE THAN 50% OF SINGLE

USER TOILET ROOMS FOR EACH USE

AT EACH CLUSTER)

COMMON USE (NON-WORK)

AREAS (SEC 201)

FULL ACCESS TO BREAK ROOMS

AND TO OTHER EMPLOYEE AREAS

NOT USED FOR WORK PURPOSES.

GENERAL EXCEPTIONS (§203):

THESE STRUCTURES AND SPACES ARE FULLY EXEMPT FROM THE STANDARDS AND ARE NOT REQUIRED TO BE ACCESSIBLE OR ON AN ACCESSIBLE ROUTE:

• CONSTRUCTION SITES (§203.2): STRUCTURES DIRECTLY ASSOCIATED WITH THE ACTUAL PROCESSES OF CONSTRUCTION AND PORTABLE TOILETS USED ONLY BY CONSTRUCTION WORKERS. (EXAMPLES: SCAFFOLDING, BRIDGING, MATERIALS HOISTS, CONSTRUCTION TRAILERS)

• AREAS RAISED FOR SECURITY/ SAFETY (§203.3): AREAS RAISED PRIMARILY FOR PURPOSES OF SECURITY OR LIFE/ FIRE SAFETY. (EXAMPLES: LIFE GUARD STANDS, FIRE

TOWERS, AND PRISON GUARD TOWERS)

• RAISED WORK AREAS (§203.9): EMPLOYEE WORK AREAS UNDER 300 S.F. THAT ARE ELEVATED AT LEAST 7” AS AN ESSENTIAL FUNCTIONAL CONDITION OF THE SPACE (EXCLUDING RAISED COURTROOM STATIONS. (EXAMPLE: WORK AREAS WITH EQUIPMENT/ MACHINERY THAT MUST BE OPERATED FROM A PLATFORM)

• LIMITED ACCESS SPACES (§203.4): SPACES ACCESSED ONLY BY LADDERS, CATWALKS, CRAWL SPACES, OR VERY NARROW PASSAGEWAYS. (EXAMPLES: LIGHTING/ EQUIPMENT

CATWALKS AT STAGES AND PERFORMING AREAS, PLATFORMS SERVED ONLY BY LADDER.)

• MACHINERY SPACES (§203.5): SPACES USED ONLY BY SERVICE PERSONNEL FOR MAINTENANCE, REPAIR, OR OCCASIONAL MONITORING OF EQUIPMENT. (EXAMPLES: ELEVATOR PITS/ PENTHOUSES, MECHANICAL/ ELECTRICAL/ COMMUNICATIONS EQUIPMENT ROOMS, WATER OR SEWAGE TREATMENT PUMP ROOMS, ELECTRIC SUBSTATIONS, AND

TRANSFORMER VAULTS.)

• SINGLE OCCUPANT STRUCTURES (§203.6): SINGLE OCCUPANT STRUCTURES ACCESSED ONLY BY BELOW-GRADE PASSAGEWAYS OR ELEVATED ABOVE STANDARD CURB HEIGHT.

(EXAMPLES: TOLL BOOTHS THAT ARE ACCESSED BY UNDERGROUND TUNNELS OR ELEVATED ABOVE CURB HEIGHT, SUCH AS THOSE SERVING DEDICATED TRUCK LANES.)

ACCESSIBILITY EXAMPLE OF CLINICAL SUITE

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2023

TLC No.:

www.tlc-engineers.com

923116

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldae.com

703 MAIN AVENUE SW

HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

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

V A

M C

S le e p D is o rd e r

C lin ic /2

A R

C H

P ro je c t

C e n tr a l.

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:1

P M

GI 01.20

ACCESSIBILITY DETAILS CONSTRUCT SLEEP DISORDER CLINIC

AND SPECIALTY CLINIC

AT07/10/2024

626-310

RA

100% CONSTRUCTION

DOCUMENTS

NOT TO SCALE

ACCESSIBLE DOOR CLEARANCES

NOT TO SCALE

TYPICAL TOILET FIXTURE AND ACCESSORY MOUNTING REQUIREMENTS

NOT TO SCALE

00 ADA CLINICAL SUITE EXAMPLE

AUTODOOR

A U

T O

D O

O R

AUTODOOR

UP

H O

L D

O P

E N

UP

AUTODOOR

A U

T O

D O

O R

A U

T O

D O

O R

GENERAL NOTE:

ALL ADDITIONAL WORK SCHEDULED TO BE COMPLETED PER MP&E REQUIREMENTS OR ANY

OTHER WORK OUTSIDE THE SCOPE OF WORK SHOWN BELOW SHOULD BE COORDINATED

WITH THE FACILITY.

ANY WORK THAT RESULTS IN THE NEED TO REMOVE OR ALTER EXISTING CONDITIONS

OUTSIDE THE SCOPE OF WORK SHOWN BELOW SHOULD BE REPLACED OR REPAIRED TO

MATCH THE FINISH AND CONSTRUCTION OF THE EXISTING CONDITION BEING REMOVED AT

NO COST TO THE FACILITY.

THIS INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING:

* GYPSUM BOARD AND FINISHES

* DOORS INCLUDING FRAMES/HARDWARE OR OTHER ACCESSORIES

* WINDOWS AND FRAMES

* CEILING TILES AND GRIDS

* FLOORING; INCLUDING FINISHES.

NOT IN SCOPE OF WORK

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2023

TLC No.:

www.tlc-engineers.com

923116

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldae.com

703 MAIN AVENUE SW

HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

A

B

C

D

E

F

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

V A

M C

S le e p D is o rd e r

C lin ic /2

A R

C H

P ro je c t

C e n tr a l.

rv t

/8 /2

:2

:4

P M

GI 01.30

BASEMENT SCOPE OF WORK CONSTRUCT SLEEP DISORDER CLINIC

AND SPECIALTY CLINIC

AT07/10/2024

626-310

RA

100% CONSTRUCTION

DOCUMENTS

1/8" = 1'-0"

1 BASEMENT SCOPE OF WORK PLAN

0 4' 8' 12'

A U

T O

D O

O R

AUTODOOR

UP

H O

L D

O P

E N

UP

AUTODOOR

A U

T O

D O

O R

A U

T O

D O

O R

PHASE 1A

PHASE 2

PHASE 3

PHASE 1B

ELEVATOR SUPPORT

ELEVATOR

ELEVATOR

ELECT

ELECT

COMM

MECH

MECH

STAIR STAIR

GENERAL NOTE:

CHANGES TO THE PHASING PLAN MUST BE COORDINATED WITH AND APPROVED BY THE COR.

PHASING LEGEND:

PHASE 1A

IT AND COMM ROOM TO BE COMPLETED PRIOR TO DEMO WORK IN THE

FOLLOWING PHASES BEGINS. SEE TECHNOLOGY DRAWINGS FOR ADDITIONAL

INFORMATION.

PHASE 2

EYE CLINIC AND SLEEP CLINIC WORK WILL BEGIN. ACCESS TO THE ELEVATORS

FROM THE EXTERIOR PLAN EAST ENTRANCE MUST BE MAINTAINED FOR

PATIENT AND STAFF TRAFFIC. ONCE PHASE 2 IS COMPLETE, ACCESS TO THE

ELEVATORS FROM THE EXTERIOR PLAN WEST ENTRANCE MUST BE MAINTAINED

FOR PATIENT AND STAFF TRAFFIC. INFECTION CONTROL PROTOCOLS MUST BE

IN EFFECT DURING ALL WORK.

PHASE 3

INCLUDES THE CONNECTOR ADDITION, ALL FINISHES AND UPDATES TO THE

CONNECTOR, AND THE CORRIDOR LEADING TO THE ELEVATORS THAT WAS

PREVIOUSLY HELD OUT OF PHASE 2 TO MAINTAIN ELEVATOR ACCESS. PHASE 3

MUST START ONLY AFTER PHASE 2 HAS BEEN COMPLETED. ACCESS TO

ELEVATORS MUST BE MAINTAINED AT ALL TIMES. INFECTION CONTROL

PROTOCOLS MUST BE IN EFFECT DURING ALL WORK.

PHASE 1B

THE WORK ON THE BASEMENT LEVEL NEAR THE ELEVATORS CAN BEGIN AT THE

SAME TIME AS PHASE 1A. THE ELEVATORS WILL REMAIN ACTIVE DURING THE

ENTIRETY OF CONSTRUCTION AND A CLEAR PATH OF ACCESS AND EGRESS

SHALL BE MAINTAINED DURING NORMAL DUTY HOURS. ALL WORK

RESTRICTING/LIMITING ELEVATOR ACCESS ON ANY FLOOR SHALL TAKE PLACE

OUTSIDE NORMAL DUTY HOURS AND BE COORDINATED WITH THE COR AT LEAST

TWO WEEKS PRIOR TO WORK. INFECTION CONTROL PROTOCOLS MUST BE IN

EFFECT DURING ALL WORK.

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2023

TLC No.:

www.tlc-engineers.com

923116

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldae.com

703 MAIN AVENUE SW

HICKORY, NC 28602

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

A

B

C

D

E

F

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

V A

M C

S le e p D is o rd e r

C lin ic /2

A R

C H

P ro je c t

C e n tr a l.

rv t

/8 /2

:2

:5

P M

GI 01.31

BASEMENT PHASING PLAN CONSTRUCT SLEEP DISORDER CLINIC

AND SPECIALTY CLINIC

AT07/10/2024

626-310

RA

100% CONSTRUCTION

DOCUMENTS

1/8" = 1'-0"

1 BASEMENT PHASING PLAN

0 4' 8' 12'

NOTE: THIS DRAWING MUST BE PRINTED IN COLOR.

LEVEL

CONSTRUCTION ACTIVITY TYPES

CONSTRUCTION ACTIVITY TYPE

TYPE DTYPE CTYPE B

IC RISK

GROUP 4

ICRA MATRIX

GROUP 1

GROUP 2

GROUP 3

TYPE A

INFECTION CONTROL RISK LEVELS

GROUP 1 GROUP 3 GROUP 4

HIGHESTMEDIUM HIGHLOWEST MEDIUM

ICRA CLASSIFICATION SCHEDULEINFECTION CONTROL RISK ASSESSMENT (ICRA)

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS. INCLUDES, BUT IS NOT LIMITED TO, ACTIVITIES WHICH REQUIRE CONSECUTIVE

WORK SHIFTS, REQUIRE HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CEILING SYSTEM, AND NEW CONSTRUCTION.

ANY WORK WHICH GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED

BUILDING COMPONENTS OR ASSEMBLIES.INCLUDES, BUT IS NOT LIMITED TO, SANDING OF WALL FOR PAINTING OR WALL COVERING, REMOVAL OF FLOOR COVERINGS, CEILING TILES AND CASEWORK, NEW WALL CONSTRUCTION, MINOR DUCTWORK OR ELECTRICAL

WORK ABOVE CEILINGS, MAJOR CABLING ACTIVITIES, AND ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE

WORKSHIFT.

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL DUST. INCLUDES, BUT IS NOT LIMITED TO, INSTALLATION OF

TELEPHONE AND COMPUTER CABLING, ACCESS TO CHASE SPACES, CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE

CONTROLLED.

TYPE D

TYPE C

TYPE B

TYPE A

CLASS IVCLASS III/IVCLASS III/IVCLASS III

CLASS IVCLASS IIICLASS IICLASS I

CLASS I CLASS II CLASS II CLASS III/IV

CLASS IVCLASS III/IVCLASS IIICLASS I

INSPECTIONS AND NON-INVASIVE ACTIVITIES. INCLUDES, BUT IS NOT LIMITED TO, REMOVAL OF CEILING TILES FOR VISUAL INSPECTION

LIMITED TO 1 TILE PER 50 SQUARE FEET, PAINTING (BUT NOT SANDING) WALL COVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIVITIES WHICH DO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL

INSPECTION.

GROUP 2

PUBLIC BATHROOMS ROCP RECOVERY ROOMS

CONFERENCE ROOMS

TRANSPLANT CLINICEMERGENCY ROOMALL PATIENT CARE UNITSOFFICE AREAS

WAITING ROOMS RADIOLOGY AREAS SURGERY SUITES

WAITING ROOMS LABOR AND DELIVERY LABOR & DELIVERY ORs*

* DEPENDENT ON LOCATION

NURSERIES

DIALYSIS AND TRANSPLANTALL INTENSIVE CARE AREAS

CVICUPEDIATRICS

CARDIAC CATH / ANGIO

OUTPATIENT UNITSRIO SURGERY

PHYSICAL THERAPY TANK AREA HYPERBARIC MEDICINE

ONCOLOGY / BONE MARROW

ADMISSION / DISCHARGE AREA CARDIOLOGY

CAFETERIA ENDOSCOPY

NUCLEAR MEDICINE

PHARMACY

LABORATORIES

PHARMACY ADMIXTUREECHOCARDIOGRAPHY

1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION

OPERATIONS.

2. IMMEDIATELY REPLACE ANY CEILING TILE DISPLACED FOR VISUAL INSPECTION.

3. MINOR DEMOLITION FOR REMODELING.

CLASS I

CLASS II

CLASS III

CLASS IV

1. PROVIDES ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO

ATMOSPHERE.

2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.

3. SEAL UNUSED DOORS WITH DUCT TAPE.

4. BLOCK OFF AND SEAL AIR VENTS.

5. WIPE SURFACES WITH DISINFECTANT.

6. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

7. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA.

8. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA.

9. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS.

2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF THE DUCT SYSTEM.

3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE CONSTRUCTION BEGINS.

4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND MONITOR

WITH

MAGNEHELIC GAUGES.

5. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY

ENVIRONMENTAL

SERVICES DEPARTMENT.

6. VACUUM WORK WITH HEPA FILTERED VACUUMS.

7. WET MOP WITH DISINFECTANT.

8. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH

CONSTRUCTION.

9. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED…