Drawings 626A4-18-107 Final .pdf

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

©Copyright 2019

TLC No.:

www.tlc-engineers.com

118626

HFR DESIGN, INC.

615.370.8500

615.370.8530 hfrdesign.com

214 Centerview Drive Suite 300 Brentwood, TN 37027

RENOVATE FOR WHOLE HEALTH CLINIC

ALVIN C. YORK VAMC

3400 LEBANON PIKE

MURFREESBORO, TN 37129

4-30-2019

F

IN

A L

B

ID

D O

C U

M E

N T

S -3

-2

FINAL BID DOCUMENTS

HFR Project No: 2018130

WEB: www.hfrdesign.com

FAX: 615.370.8530

PHONE: 615.370.8500

CITY/STATE/ZIP: BRENTWOOD, TN 37027

ADDRESS: 214 CENTERVIEW DRIVE, STE 300

EMAIL: bcrump@hfrdesign.com

ENGINEER: BRIAN CRUMP

STRUCTURAL

ENGINEER:

HFR DESIGN

WEB: www.hfrdesign.com

FAX: 615.370.8530

PHONE: 615.370.8500

CITY/STATE/ZIP: BRENTWOOD, TN 37027

ADDRESS: 214 CENTERVIEW DRIVE, STE 300

EMAIL: llutche@hfrdesign.com

DESIGNER: LEONARD LUTCHE

INTERIOR

DESIGNER:

HFR DESIGN

WEB: www.atriaxgroup.com

PHONE: 828.315.9962

CITY/STATE/ZIP: HICKORY, NC 28601

ADDRESS: 102 3RD AVENUE NE

EMAIL: ed.henson@atriaxgroup.com

PROJ. ARCHITECT: ED HENSON

ARCHITECT: ATRIAX, PLLC.

PROJECT NUMBER: 2018130

WEB: www.hfrdesign.com

FAX: 615.370.8530

PHONE: 615.370.8500

CITY/STATE/ZIP: BRENTWOOD, TN 37027

ADDRESS: 214 CENTERVIEW DRIVE, STE 300

EMAIL: llutche@hfrdesign.com

PROJ. MANAGER: LEONARD LUTCHE

EMAIL: rfranks@hfrdesign.com

PROJ. ARCHITECT: RON FRANKS

ARCHITECT: HFR DESIGN

PROJECT NUMBER: 626A4-18-107

WEB: www.tennesseevalley.va.gov

PHONE: 615.867.6000

CITY/STATE/ZIP: Murfreesboro, TN 37129

ADDRESS: 3400 Lebanon Road

EMAIL: hans.johnson2@va.gov

CONTACT PERSON: HANS JOHNSON

OWNER: ALVIN C. YORK VA MEDICAL CENTER

PROJECT CONTACT LIST

WEB: www.tlc-engineers.com

FAX: 615.297.4554

PHONE: 615.297.4554

CITY/STATE/ZIP: Brentwood, TN 37027

ADDRESS: 12 Cadillac Drive; Suite 150

EMAIL: gerald.versluys@tlc-eng.com

ELECTRICAL: GERALD VERSLUYS

EMAIL: gerald.versluys@tlc-eng.com

TECHNOLOGY: GERALD VERSLUYS

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)

NEGATIVE AIR PRESSURE MACHINE NOTES:

1. PROVIDE A TEMPORARY NEGATIVE AIR MACHINE FOR CONSTRUCTION

AREA. MAINTAIN A NEGATIVE PRESSURE IN THE AREA RELATIVE TO THE

ADJACENT SPACES AT A MINIMUM OF -0.03" W.C. PROVIDE TEMPORARY

DUCT BARRIER PARTITIONS.

FAN CRITERIA:

MODEL: HEPA-AIRE PAS1200HC

CFM: 800 CFM

HP/V/P: .25/120/1

2. PROVIDE TEMPORARY EXHAUST FROM HEPA UNIT TO DISCHARGE OUT

EXISTING WINDOW, PROVIDE PLYWOOD OVER WINDOW OPENING WITH

OPENING AND DUCT COLLAR FOR CONNECTION TO FLEX DUCT FROM

NEGATIVE AIR MACHINE. PROVIDE WITH DISCONNECTIVE MEANS AND FAN

GUARDS. PROVIDE AS MANY TEMPORARY NEGATIVE AIR MACHINES AS

REQUIRED TO MAINTAIN MINIMUM NEGATIVE PRESSURE REQUIREMENT.

3. PROVIDE INCLINED MANOMETER GAGE WITH RANGE FROM 0.00" TO 0.1"

W.C. MAINTAIN A MINIMUM OF -0.03" W.C. IN CONSTRUCTION AREA.

REFERENCE FACILITY ICRA PLAN FOR ADDITIONAL INFORMATION.

12" METAL FLEX

DUCT (TYP.)

MANOMETER

(SEE NOTE 3) NEGATIVE AIR PRESSURE

MACHINE (SEE NOTE 1)

REMOVE EXISTING WINDOW

AND INSTALL TEMPORARY

PLYWOOD WITH OPENING AND

DUCT COLLAR FOR FLEX DUCT

CONNECTION. PROVIDE

WEATHER TIGHT SEAL.

DEMOLITION WORK SPACE OUTSIDE

WINDOW TAG

ELEVATION TAG

GYPSUM BOARD

EARTH

CONCRETE

CONC. MASONRY UNITS

STEEL SECTION

FINISH WOOD

BATT INSULATION

GRAVEL FILL

DOOR TAG

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

AA

CALLOUT

# / A ##.##

EIFS INSULATION BOARD

# / A ##.##

# / A ##.##

0000-000

EXIST DEMO NEW

BLDG. 1 phase 1

BLDG. 2 phase 2

BLDG. 9 phase 1

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

©Copyright 2019

TLC No.:

www.tlc-engineers.com

118626

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.

PROJECT TEAM:

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

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VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

MURFREESBORO, TN

615.370.8500

615.370.8530 hfrdesign.com

214 Centerview Drive Suite 300 Brentwood, TN 37027

Phase

FULLY SPRINKLERED

C U s e rs

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4-30-2019

626A4-18-107

GI 01.01

RENOVATE FOR WHOLE HEALTH

CLINIC

GENERAL DATA

DRAWN

BY:

HFR Project No: 2018130

FINAL BID DOCUMENTS

SYMBOL LEGEND

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

S.S. STAINLESS STEEL

SAN. SANITARY

SB SPLASHBLOCK

SCHED. SCHEDULE

SD SOAP DISH

SEC. SECTION, SECRETARY

SGNL. SIGNAL

SHLVG. SHELVING

SIM. SIMILAR

SPECS. SPECIFICATIONS

SS SANITARY SEWER

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

TPH TOILET PAPER HOLDER

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)

A.F.F. ABOVE FINISHED FLOOR

A.F.S. AT FINISHED SLAB

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

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

HCM HANDICAPPED MIRROR

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

MECH. MECHANICAL

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. ALL BLOCKING SHALL BE METAL (U.N.O.) ALL WOOD

BLOCKING, WHERE SPECIFIED, SHALL BE FIRE RETARDANT (U.N.O.)

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 OWNER.

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

OWNER.

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

PROPOSED: NO CHANGE

PARKING: 2% OF PARKING SPACES OR 1/25 > OR 2/26-50

ACCESSIBILITY: ALL PUBLIC AREAS - ADAAG, ANSI

J. HANDICAPPED ACCESSIBILITY REQUIREMENTS:

ROOF CONSTRUCTION: 1.5 HR

FLOOR CONSTRUCTION: 2 HR

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

NON-BEARING WALLS & PARTITIONS (EXTERIOR) 0 HR

BEARING WALLS (INTERIOR): 3 HR

BEARING WALLS (EXTERIOR): 3 HR

STRUCTURAL FRAME: 3 HR

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

DEAD ENDS: 20 FEET MAX IBC [CODE REF]

CORR. FIRE RATING OCCUPANCY: 0 HRS (SPRINKLERED) IBC [CODE REF]

CORRIDORS: WIDTH 96 IN IBC [CODE REF]

MAX EGRESS: DISTANCE: 200 FT (SPRINKLERED) IBC [CODE REF]

EGRESS WIDTH: 0.2 PER OCCUPANT DOORS (OTHER) IBC [CODE REF]

H. EXIT REQUIREMENTS:

NOTE: REFER TO PLAN FOR INDIVIDUAL SPACE OCCUPANCY LOADS

LOCKER ROOMS 50 GSF / OCCUPANT

SLEEPING AREAS 120 GSF / OCCUPANT

ACCESSORY STORAGE &

MECH SPACES

300 GSF / OCCUPANT

OP TREATMENT AREAS 100 GSF / OCCUPANT

IP TREATMENT AREAS 240 GSF / OCCUPANT

WAITING, CONF., &

SEMINAR AREAS

15 GSF / OCCUPANT

OFFICE AREAS 100 GSF / OCCUPANT

AREA DESCRIPTION LOAD FACTOR TOTAL AREA OCCUPANTS

G. OCCUPANT LOAD:

PROPOSED HEIGHT:

EXISTING HEIGHT:

PROPOSED AREA:

EXISTING AREA:

ALLOWED AREA: UNLIMITED NFPA CH. [CODE REF]

ALLOWED HEIGHT: UNLIMITED IBC [CODE REF]

F. BUILDING HEIGHT & AREA:

SEISMIC DESIGN CAT:

SITE CLASSIFICATION:

OCCUPANCY CAT:

S1 = Sd1 =

Ss = Sds =

SITE CLASSIFICATION:

E. SEISMIC ZONE:

NFPA 2018: [TYPE II (2,2,2) - FULLY SPRINKLED] NFPA CH. [CODE REF]

IBC 2012: [TYPE IA - FULLY SPRINKLED] IBC [CODE REF]

D. CONSTRUCTION TYPE:

NFPA 2018: [HEALTHCARE OCCUPANCY] NFPA CH. [CODE REF]

IBC 2012: INSTITUTIONAL HEALTHCARE OCCUPANCY - I2 IBC [CODE REF]

C. OCCUPANACY:

615-893-3750

MURFREESBORO, TN 37113-1139

111 WEST VINE STREET

CITY OF MURFREESBORO

615-7417190

NASHVILLE, TN 37243-1162

500 JAMES ROBERTSON PARKWAY

TENNESSEE STATE FIRE MARSHAL'S OFFICE (SFMO)

B. AUTHORITIES HAVING JURISDICTION (AHJ):

2009 ICC ANSI 117.1 - ACCESSIBLE AND USABLE BUILDING AND FACILITIES

2008 NATIONAL ELECTRIC CODE (NEC)

2012 INTERNATIONAL FUEL GAS CODE

2012 INTERNATIONAL MECHANICAL CODE (IMC)

2012 INTERNATIONAL PLUMBING CODE (IPC)

2009 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2012 INTERNATIONAL FIRE CODE (IFC)

2012 INTERNATIONAL BUILDING CODE (IBC)

CITY OF MURFREESBORO

2010 FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS AND HEALTH CARE FACILITIES

2010 ADA AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES WITH 2002...

2012 INTERNATIONAL FUEL GAS CODE

2011 NATIONAL ELECTRIC CODE (NEC)

2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2015 INTERNATIONAL MECHANICAL CODE (IMC)

2015 INTERNATIONAL PLUMBING CODE (IPC)

2015 INTERNATIONAL FIRE CODE (IFC)

2012 LSC - NFPA - 101 LIFE SAFETY CODE

2012 INTERNATIONAL BUILDING CODE (IBC)

STATE OF TENNESSEE

A. APPLICABLE STATUTES:

DESCRIPTION: RENOVATIONS TO BUILDING 1, 4TH FLOOR SIM. LAB, WORK ROOM, AND STORAGE.

BUILDING 2, GROUND FLOOR NEW WHOLE HEALTH CLINIC. BUILDING 9, GROUND FLOOR

NEW PT RESOURCE CENTER.

LOCATION: VAMC-ALVIN C. YORK, MURFREESBORO, TN

PROJECT: RENOVATE FOR WHOLE HEALTH CLINIC

PLAN REVIEW DATA DRAWING INDEX

SHEET # SHEET NAME C

D REVISIONS

07 - MECHANICAL

M-MH-01 LEGENDS, NOTES, AND SYMBOLS ●

M-MD-01 B1 - 4TH FLOOR - MECHANICAL DEMOLITION ●

M-MD-02 B2 - GROUND FLOOR - MECHANICAL DEMOLITION ●

M-MD-03 B2 - GROUND FLOOR - MECHANICAL DEMOLITION ●

M-MD-04 B9 - GROUND FLOOR - MECHANICAL DEMOLITION ●

M-MH-02 B1 - 4TH FLOOR - NEW DUCTWORK ●

M-MH-03 B2 - GROUND FLOOR - NEW DUCTWORK ●

M-MH-04 B2 - 1ST FLOOR - NEW DUCTWORK AND PIPING ●

M-MP-01 B2 - GROUND FLOOR - NEW PIPING ●

M-MP-02 B2 - GROUND FLOOR - NEW PIPING ●

M-MH-05 B2 - ROOF - NEW ●

M-MH-06 B9 - GROUND FLOOR - NEW DUCTWORK ●

M-MH-07 SCHEDULES ●

M-MH-08 SCHEDULES ●

M-MH-09 MECHANICAL DETAILS ●

M-MH-10 MECHANICAL DETAILS ●

M-MH-11 MECHANICAL DETAILS ●

M-MH-12 MECHANICAL DETAILS ●

M-MI-01 MECHANICAL CONTROLS ●

M-MI-02 MECHANICAL CONTROLS ●

08 - PLUMBING

P-PI-01 PLUMBING LEGENDS & NOTES ●

P-PI-02 PLUMBING SCHEDULES ●

P-PI-03 PLUMBING DETAILS ●

P-PD-01 BLDG 2 GROUND FLOOR - PLUMBING DEMOLITION ●

P-PP-01 BLDG 2 GROUND FLOOR - GRAVITY - NEW WORK -

UNDERGROUND

P-PP-02 BLDG 2 FIRST FLOOR - GRAVITY - NEW WORK ●

P-PP-03 BLDG 1 FOURTH FLOOR - GRAVITY - NEW WORK ●

P-PP-04 BLDG 2 GROUND FLOOR - PRESSURE - NEW WORK ●

P-PP-05 BLDG 1 FOURTH FLOOR - PRESSURE - NEW WORK ●

P-PP-06 BLDG 2 ROOF PLAN - PLUMBING - NEW WORK ●

P-PW-01 PLUMBING RISERS ●

09 - ELECTRICAL

E-EI-01 ELECTRICAL LEGEND & NOTES ●

E-EI-02 ELECTRICAL PANEL SCHEDULES ●

E-EI-03 ELECTRICAL PANEL SCHEDULES ●

E-EI-04 ELECTRICAL DETAILS ●

E-EI-05 ELECTRICAL DETAILS ●

E-ED-01 BUILDING #2 - GROUND FLOOR - DEMOLITION - ELECTRICAL ●

E-ED-02 BUILDING #9 - GROUND FLOOR - DEMOLITION - ELECTRICAL ●

E-ED-03 BUILDING #1 -4TH FLOOR - DEMOLITION - ELECTRICAL ●

E-EP-00 BUILDING #2 - GROUND FLOOR - NEW WORK - OVERALL ●

E-EP-01 BUILDING #2 - GROUND FLOOR - NEW WORK - POWER ●

E-EP-02 BUILDING #2 - ROOF PLAN - NEW WORK - POWER ●

E-EP-03 BUILDING #9 - GROUND FLOOR - NEW WORK - POWER ●

E-EP-04 BUILDING #1 - 4TH FLOOR - NEW WORK - POWER ●

E-EL-01 BUILDING #2 - GROUND FLOOR - NEW WORK - LIGHTING ●

E-EL-02 BUILDING #9 - GROUND FLOOR - NEW WORK - LIGHTING ●

E-EL-03 BUILDING #1 - 4TH FLOOR - NEW WORK - LIGHTING ●

E-EY-01 BUILDING #2 - GROUND FLOOR - NEW WORK - FIRE ALARM ●

E-EY-02 BUILDING #9 GROUND FLOOR - NEW WORK - FIRE ALARM ●

E-EY-03 BUILDING #1 - 4TH FLOOR - NEW WORK - FIRE ALARM ●

10 - FIRE PROTECTION

F-FI-01 FIRE PROTECTION LEGENDS, DETAILS & NOTES ●

F-FD-01 BLDG. 2 GROUND FLOOR - FIRE PROTECTION - DEMOLITION ●

F-FD-02 BLDG. 9 GROUND FLOOR - FIRE PROTECTION - DEMOLITION ●

F-FD-03 BLDG. 1 FOURTH FLOOR - FIRE PROTECTION - DEMOLITION ●

F-FX-01 BLDG 2 GROUND FLOOR - FIRE PROTECTION - NEW WORK ●

F-FX-02 BLDG 9 GROUND FLOOR - FIRE PROTECTION - NEW WORK ●

F-FX-03 BLDG 1 - FOURTH FLOOR - FIRE PROTECTION - NEW WORK ●

11 - TECHNOLOGY

T-TJ-01 LEGENDS, NOTES, AND SYMBOLS ●

T-TD-01 B1 - 4TH FLOOR - TECHNOLOGY DEMOLITION ●

T-TD-02 B2 - GROUND FLOOR - TECHNOLOGY DEMOLITION ●

T-TD-03 B9 - GROUND FLOOR - TECHNOLOGY DEMOLITION ●

T-TJ-02 B1 - 4TH FLOOR - NEW TECHNOLOGY ●

T-TJ-03-A B2 - GROUND FLOOR - NEW TECHNOLOGY ●

T-TJ-03-B B2 - GROUND FLOOR - CABLE ROUTING - NEW TECHNOLOGY ●

T-TJ-04 B9 - GROUND FLOOR - NEW TECHNOLOGY ●

T-TJ-05 TECHNOLOGY DETAILS ●

DRAWING INDEX

SHEET # SHEET NAME C

D REVISIONS

00 - GENERAL

GI 01.01 GENERAL DATA ●

GI 01.10 WALL TYPE DETAILS ●

GI 01.20 ACCESSIBILITY DETAILS ●

GI 02.01A BLDG. 2 - GROUND FLOOR LIFE SAFETY PLAN ●

GI 02.02A BLDG. 9 - GROUND FLOOR LIFE SAFETY PLAN ●

GI 02.04 BLDG. 1 - 4TH FLOOR LIFE SAFETY PLAN ●

03 - DEMOLITION

AD 01.01A BLDG. 2- GROUND FLOOR DEMOLITION PLAN ●

AD 01.01B BLDG. 2 - GROUND FLOOR RCP - DEMOLITION ●

AD 01.02A BLDG. 9 - GROUND FLOOR DEMOLITION PLAN ●

AD 01.04 BLDG. 1 - 4TH FLOOR DEMOLITION PLAN ●

04 - ARCHITECTURAL

A 01.01A BLDG. 2 - GROUND FLOOR PLAN - NOTED ●

A 01.01B BLDG. 2 GROUND FLOOR PLAN - DIMENSIONED ●

A 01.02A BLDG. 9 - GROUND FLOOR PLAN ●

A 01.03A BLDG. 2 - 1ST FLOOR PLAN ●

A 01.04 BLDG 1 - 4TH FLOOR PLAN ●

A 02.01 ENLARGED PLANS ●

A 03.01 DOOR SCHEDULE AND DETAILS ●

A 03.02 DOOR AND WINDOW DETAILS ●

A 08.01 MISC. DETAILS ●

A 08.02 MISC DETAILS ●

A 08.03 MISC. DETAILS ●

A 09.01 INTERIOR ELEVATIONS ●

A 09.02 INTERIOR ELEVATIONS ●

A 10.01 CASEWORK ELEVATIONS ●

A 10.02 CASEWORK DETAILS ●

A 11.01A BLDG. 2 - GROUND FLOOR REFLECTED CEILING PLAN ●

A 11.02A BLDG. 9 - GROUND FLOOR REFLECTED CEILING PLAN ●

A 11.03A BLDG. 2 - 1ST FLOOR REFLECTED CEILING PLAN ●

A 11.04 BLDG. 1 - 4TH FLOOR REFLECTED CEILING PLAN ●

A 13.05A BLDG. 2 - ROOF PLAN ●

A 13.05B ROOF DETAILS ●

A 13.05C 3D VIEWS ●

05 - INTERIOR DESIGN

IN 01.01A BLDG. 2 - GROUND FLOOR FINISH PLAN ●

IN 01.02A BLDG. 9 - GROUND FLOOR FINISH PLAN ●

IN 01.03A BLDG. 2 - 1ST FLOOR FINISH PLAN ●

IN 01.04 BLDG. 1 - 4TH FLOOR FINISH PLAN ●

IN 01.05 INTERIOR FLOOR PATTERNS AND DETAILS ●

06 - STRUCTURAL

SS 02.01 ROOF FRAMING PLAN - BLDG. #2 ●

NOT TO SCALE

VICINITY PLAN

NOT TO SCALE

NEGATIVE AIR MACHINE

10. REFER TO DEMOLITION SHEETS AD 01.01A AND AD 01.02A FOR LOCATION AND EXTENTS OF TEMPORARY

DUST/CONSTRUCTION PARTITION (KEYNOTE 2.04).

9. DUST BARRIERS BETWEEN DEMOLITION / CONSTRUCTION ZONE AND OCCUPIED AREAS ARE TO EXTEND

ABOVE CEILING AND SEALED TO UNDERSIDE OF STRUCTURE ABOVE. RESULTING TEMPORARY

CONSTRUCTION SHALL MEET 1HR FIRE BARRIER REQUIREMENTS U.N.O.

8. PROVIDE STICKY MATS AT ALL CONSTRUCTION ENTRANCES AND REPLACE ON REGULAR BASIS TO

ENSURE DEBRIS IS NOT TRANSFERRED FROM CONSTRUCTION SIDE OF BARRIER TO CLEAN

(NON-CONSTRUCTION) SIDE OF BARRIER.

7. SITE SHALL BE INSPECTED BY OWNER'S INFECTION CONTROL OFFICER UPON COMPLETION OF BARRIERS

AND PRIOR TO START OF CONSTRUCTION.

6. PROVIDE REQUIRED TEMPORARY DUST BARRIERS, BARRICADES, INFECTION CONTROL MEASURES PER

THE COMPLETED RISK ASSESSMENT, ETC. TO PROTECT PERSONNEL AND ADJACENT SPACES.

5. WET MOP WORK AREA THOROUGHLY WITH DISINFECTANT UPON COMPLETION OF PROJECT.

4. INSTALL HEPA FILTERED NEGATIVE AIR MACHINE TO RUN 24 HOURS PER DAY UNTIL CONSTRUCTION IS

COMPLETED.

3. CONSTRUCTION DEBRIS SHALL BE TRANSPORTED IN A WHEELED TILT TRUCK WITH DOME LID AT A MIN.

2. AIR QUALITY MONITOR TESTING SHALL BE PERFORMED BEFORE THE START OF CONSTRUCTION, PERIODICALLY DURING THE CONSTRUCTION PROCESS, AND AT COMPLETION OF CONSTRUCTION.

1. REFER TO INFECTION CONTROL RISK ASSESSMENT PERFORMED BY FACILITIES INFECTION CONTROL

OFFICER FOR SPECIFIC ICRA LEVEL & REQUIREMENTS

GENERAL ICRA NOTES

No. Date Description

1 6/20/2019 Addendum 1

HIGHER PRIORITY

(HIGHEST)

(LOWEST)NON-RATED PARTITION

ONE HOUR FIRE BARRIER

ONE HOUR FIRE / SMOKE BARRIER

TWO HOUR FIRE BARRIER

TWO HOUR FIRE / SMOKE BARRIER

WALL PRIORITY LEGEND

LOWER PRIORITY

PLAN

NON-RATED SMOKE PARTITION

1HR FIRE BARRIER

UL DESIGN #:

STC RATING:

FIRE RATING:

SCALE:

16" O.C.

SECTION

PLAN

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. 25 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

SMOKETIGHT PARTITION

UL DESIGN #:

STC RATING:

FIRE RATING:

SCALE:

16" O.C.

SECTION

PLAN

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. 25 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

NON-RATED PARTITION

16" O.C.

SECTION

PLAN

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. 25 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

1. Floor, Side and Ceiling Runners — "J" - shaped runner, min 4 in. deep, with unequal legs of 1 in. and 2 in., fabricated from min 24 MSG (min 20 MSG when Item 4A, 4B or 7 are used) galv steel. Runners positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in. OC. "E" - shaped studs (Item 2A) may be used as side runners in place of "J" - shaped runners.

2. Steel Studs — "E" - shaped studs installed back to back. "E" - shaped studs secured together with steel screws spaced a maximum 12 in. OC. Fabricated from min 25 MSG galv steel, min 4 in. deep, with one leg 1 in. long and two legs 3/4 in. long. Shorter legs 1 in. apart to engage gypsum liner panels. Cut to lengths 3/8 to 1/2 in. less than floor to ceiling heights.

3. Gypsum Board* — Gypsum liner panels, nom 1 in. thick, 24 in. or 600 mm (for metric spacing) wide. Panels cut 1 in. less in length than floor to ceiling height. Vertical edges inserted in "H" portion of "C-H" studs or the gap between the two 3/4 in. legs of the "E" studs. Free edge of end panels attached to long leg of vertical "J" - runners with 1-5/8 in.

long Type S steel screws spaced not greater than 12 in. OC. When wall height exceeds liner panel length, liner panel may be butted to extend to the full height of the wall.

Horizontal joints need not be backed by steel framing. In System I, butt joints in liner panels are staggered min 36 in. Butt joints backed with 6 in. by 22 in. strips of 3/4 in. thick gypsum wallboard (Item 4). Wallboard strips centered over butt joints and secured to liner panels with six 1-1/2 in. long Type G steel screws, three screws along the 22 in.

dimension at the top and bottom of the strips.

CANADIAN GYPSUM COMPANY — Type SLX UNITED STATES GYPSUM CO — Type SLX USG MEXICO S A DE C V — Type SLX

4. Gypsum Board* — Gypsum panels, with beveled, square or tapered edges, nom 3/4 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, secured with 1-1/4 in.

long Type S steel screws spaced 8 in. OC along vertical edges and 12 in. OC in the field when installed vertically or 8 in. OC along the vertical edges and in the field when installed horizontally. Horizontal joints need not be backed by steel framing. Screws along side joints offset 4 in. Requires min 4 in. deep framing per Items 1, 2 and 3. Requires min 3 in.

thick mineral wool batts per Item 6.

CANADIAN GYPSUM COMPANY — Types IP-X3, or ULTRACODE UNITED STATES GYPSUM CO — Types IP-X3, or ULTRACODE USG MEXICO S A DE C V — Types IP-X3, or ULTRACODE

5. Joint Tape and Compound — (Not Shown) Systems: A,B,C,E,F,G,H,I Joints on outer layers of gypsum boards (Item 4 and 4A) covered with paper tape and joint compound.

Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. Exposed screw heads covered with joint compound.

*Bearing the UL Classification Mark

SYSTEM B - 2 HR.

2 HR SHAFTWALL

PLAN: DESCRIPTION:

UL DESIGN #:

STC RATING:FIRE RATING:

U415

45 - 492 HR

24" O.C.

PLAN DESIGNATION:

GENERAL NOTES:

1. ALL REQUIREMENTS OF LISTED UL

DESIGN # MUST BE MET.

WALL PRIORITY:

OPENINGS: --

INTERIOR WALL TYPE LEGEND

NOTE: REF GENERAL INTERIOR WALL NOTES, WALL

CONSTRUCTION & PRIORITY DETAILS, AND FIREWALL DETAILS

FOR ADDITIONAL INFORMATION. NOT ALL WALLS WILL BE

TAGGED. REFERENCE SECTIONS, DETAILS, & PLAN NOTES FOR

UNIQUE OR SPECIAL CONDITIONS.

6D

WALL

PRIORITY

WALL TYPE

_A 3 5/8" MTL. STUD W/ GYPSUM BOARD ON BOTH SIDES

_B

NOTE: NOT ALL WALL TYPES ARE USED - REF FLOOR PLANS AND ENLARGED FLOOR

PLANS

3 5/8" MTL. STUD W/ 5/8" GYPSUM BOARD ON (1) SIDE

_C

_D

_E 7/8" MTL FURRING CHANNELS W/ 5/8" GYPSUM BOARD ON (1) SIDE

_G

6" MTL STUD W/ 5/8" GYPSUM BOARD ON BOTH SIDES

2 1/2" MTL STUD W/ 5/8" GYPSUM BOARD ON (1) SIDE

SHAFTWALL - 4" MTL STUDS W/ 2 LAYERS OF TYPE X 3/4" GYPSUM

BOARD ON 1 SIDE AND 1" SHAFT LINER ON THE OTHER REF. WALL

TYPE DETAILS GI 01.10

_F 1 5/8" MTL STUD W/ 5/8" GYPSUM BOARD ON (1) SIDE

EXISTING PARTITION

NEW HALF WALL PARTITION

NEW 1-HR. RATED FIRE PARTITION

(PRIORITY 2)

NEW TEMPORARY PARTITION

EXISTING SMOKE RESISTANT PARTITION

EXISTING ONE HOUR FIRE BARRIER

EXISTING TWO HOUR FIRE BARRIER

PARTITION TO BE DEMOLISHED

WALL LEGEND

NEW SMOKE PARTITION

(PRIORITY 3)

NOTE: REF. SHEET G01.02 FOR WALL TYPE DETAILS

NEW PARTITION

(PRIORITY 4)

STEEL FLOOR AND CEILING CHANNELS.

2 1/2" MTL. STUDS @ 16" O.C.

NOT USED

LINE OF EXISTING WALL.

JOINT TREATMENT.

ACOUSTICAL SEALANT.

FLOOR SLAB OR ROOF DECK ASSEMBLY.

NOT USED.

CEMENT BOARD - 5/8" THICK.

3 1/8"

STEEL FLOOR AND CEILING CHANNELS.

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

NOT USED

LINE OF EXISTING WALL.

JOINT TREATMENT.

ACOUSTICAL SEALANT.

FLOOR SLAB OR ROOF DECK ASSEMBLY.

NOT USED.

CEMENT BOARD - 5/8" THICK.

4 1/4"

T O

/2

1/

4"

STEEL FLOOR AND CEILING CHANNELS.

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

SOUND ATTENUATION BATT INSUL. - 3-1/2"

GLASS FIBER BATTS IN STUD CAVITY.

TYPE X - GYPSUM WALLBOARD - 5/8" THICK.

JOINT TREATMENT.

ACOUSTICAL SEALANT.

FLOOR SLAB OR ROOF DECK ASSEMBLY.

74 7/8"

4 7/8" THICK

GYPSUM ASSOCIATION #XXX

XXX STC

STEEL FLOOR AND CEILING CHANNELS.

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

SOUND ATTENUATION BATT INSUL. - 3-1/2"

GLASS FIBER BATTS IN STUD CAVITY.

TYPE X - GYPSUM WALLBOARD - 5/8"

THICK.

JOINT TREATMENT.

ACOUSTICAL SEALANT.

FLOOR SLAB OR ROOF DECK ASSEMBLY.

1-5/8" SCREWS 8" O.C. @ EA. STUD.

CEMENT BOARD - 5/8" THICK.

7 1/4"

4 7/8" THICK

GYPSUM ASSOCIATION #XXX

XXX STC

NOT USED

7/8" METAL FURRING CHANNELS @ 24"

O.C.

NOT USED

LINE OF EXISTING WALL.

JOINT TREATMENT.

ACOUSTICAL SEALANT.

FLOOR SLAB OR ROOF DECK ASSEMBLY.

NOT USED.

TYPE ' X' GYP. BOARD - 5/8" THICK.

1 1/2"

STEEL FLOOR AND CEILING CHANNELS.

1 5/8" MTL. STUDS @ 16" O.C.

NOT USED

LINE OF EXISTING WALL.

JOINT TREATMENT.

ACOUSTICAL SEALANT.

FLOOR SLAB OR ROOF DECK ASSEMBLY.

NOT USED.

TYPE ' X' GYP. BOARD - 5/8" THICK.

2 1/4"

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

©Copyright 2019

TLC No.:

www.tlc-engineers.com

118626

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.

PROJECT TEAM:

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

MURFREESBORO, TN

615.370.8500

615.370.8530 hfrdesign.com

214 Centerview Drive Suite 300 Brentwood, TN 37027

Phase

FULLY SPRINKLERED

C U s e rs

\l lu tc h e

\D o c u m e n ts \M b o ro V

A R e n o v a ti o n -2

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:2

P

M

4-30-2019

626A4-18-107

GI 01.10

RENOVATE FOR WHOLE HEALTH

CLINIC

WALL TYPE DETAILS

Author

HFR Project No: 2018130

FINAL BID 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. GYPBOARD 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 IMPACT RESISTANT GYPBOARD 4'-0"H ON ALL WALLS IN PATIENT ROOMS, 4'-0"H AT ALL EQUIPMENT ALCOVES AND ROOMS NOT SCHEDULED TO RECEIVE RIGID WALL PROTECTION, AND

ADDITIONAL LOCATIONS AS NOTED ON DRAWINGS. (IMPACT RESISTANT GYPBOARD SHALL TAKE

PRIORITY AT LOCATIONS INDICATED TO RECEIVE GLASS FIBER FACED GYPSUM PANELS.)

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

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

3. GYPBOARD REQUIREMENTS:

2. TOILET WETWALLS AND PATIENT ROOM HEADWALLS SHALL BE 6" METAL STUDS

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

NOT TO SCALE

2 1HR FIRE BARRIER

NOT TO SCALE

3 SMOKETIGHT PARTITION

NOT TO SCALE

4 NON-RATED PARTITION

NOT TO SCALE

1 2-HR SHAFT WALL

7 TYPE DTYPE B

TYPE A TYPE C 6 TYPE E

12 TYPE F

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"

M

IN

(A)

FRONT APPROACH, PULL SIDE

M

IN

(B)

FRONT APPROACH, PUSH SIDE

M

IN

(C)

FRONT APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

MIN

12" MIN

36"

M

IN

(D)

HINGE APPROACH, PULL SIDE

M

IN

(F)

HINGE APPROACH, PUSH SIDE

MIN

42"

M

IN

(E)

HINGE APPROACH, PULL SIDE

MIN

22" 48

M

IN

(G)

HINGE APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

MIN

22"

MIN

24"

M

IN

(H)

LATCH APPROACH, PULL SIDE

MIN

24"

M

IN

(I)

LATCH APPROACH, PULL SIDE,

DOOR PROVIDED WITH

CLOSER

M

IN

(J)

LATCH APPROACH, PUSH SIDE

MIN

24" 48

M

IN

(K)

LATCH APPROACH, PUSH SIDE,

DOOR PROVIDED WITH CLOSER

MIN

24"

MIN

18"

M

IN

(A)

PULL SIDE

X > 8"

MANEUVERING CLEARANCES AT RECESSED

DOORS AND GATES

MANEUVERING CLEARANCES AT MANUAL

SWINGING DOORS AND GATES

(B)

PUSH SIDE

M

IN

X > 8"

(C)

PUSH SIDE, DOOR PROVIDED

WITH BOTH CLOSER AND

LATCH

M

IN

X > 8"

MIN

12"

DOORS IN SERIES AND GATES IN SERIES

(A)

48" MIN

(B)

48" MIN

(C)

48" MIN

(BACK)(SIDE CONTROL WALL) (SIDE)

T .O

. S E

A T

SOME ITEMS MAY NOT BE APPLICABLE

HCWV

GB/U GB/U

CONTROL

AREA

GB-24

GB-24

GB-42

HCT

GB-12

DF

HCDF

MIRROR

TPD

TB-18

FPDL

URINAL SCREEN

EXTEND MIN 18"

FROM WALL

BCS

PTD-WR

GB-18

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

C L F

LU

S

H C

O N

T R

O L

M A

X

M A

X

M A

X

M A

X

M A

X

M

IN

T O

S P

O U

T

M A

X

M

IN

M A

X H

.C . H

T

M

A X

MIN

13 1/2"

TO PLAN)

(REFER

AMBULATORY

36"W (±1")

60"D MIN

59"D MIN: FLOOR MNT WC

66" WIDE

56"D MIN: WALL HUNG WC

17" ±1"

H E

IG

H

T

S T

A N

D A

R D

S U

R F

A C

E

M A

X T

O R

E F

LE

C

T

IV

E

25"MAX

17"MIN

MIN

30"

MIN

60"

S U

R F

A C

E

T .O

G

R

IP

P

IN

G

M A

X

6" MAX

MIN

30" 36" 36"

1"

1"

18"

36"

18"

S U

R F

A C

E

T .O

G

R

IP

P

IN

G 6"

M A

X

1"

M

IN

T O

O U

T

LE

T

M

IN

M A

X

15" MIN

T O

S P

O U

T

M A

X

C O

N T

R O

LS

M A

X T

O

M

IN

30" MIN

MIN

12"

9"

MAX

12"

MIN

24"

MAX

24"

MIN

24"

S U

R F

A C

E

T .O

G

R

IP

P

IN

G 3"

-6

4" MAX

G R

IP

S

U R

F A

C E

T .O

1"

42" MIN

MAX

12"

40" ±1"

S U

R F

A C

E

M A

X T

O R

E F

LE

C

T

IV

E

18" OR 24"

H .C

. H T

M A

X

(FRONT) (SIDE)

M A

X

M

IN

TO PLAN)

(REFER

M

IN9"

CLEAR

30" MIN

4" MAX 32" MIN 32" MIN

1"

4" MAX

1"

(BACK) (CONTROL WALL)

GB/L

CURTAIN

ROD

CONTRO

L AREA

M

IN

M A

X

FLUSH

VALVE

M A

X

6" MAX

36" MIN

60" MIN±1"

17"

GB-36

CLEAR

15" MIN

CLEAR

15" MIN

8" (±1")

M A

X

T O

S P

O U

T

C O

N T

R O

LS

H C

A C

C E

S S

IB

LE

"54

MIN

15"

M A

X

CONTROL

AREA

MAX

15"

M

IN

CONTROL

AREA, IF

SEAT

PROVIDED

PROVIDED

27" MAX

IF SEAT

M A

X

M

IN6" MAX

PTD

M A

X

M A

X

C O

N T

R O

LS

M A

X

SD

M A

X

5" MAX 42

M A

X

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

M A

X

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)

MIN

15" 5" MAX

FEMININE

PRODUCT

DISPENSER

(FNDR)

M A

X

FEMININE

PRODUCT

DISPOSAL UNIT

(FNDL)

SD (ONLY) SD, PTD, EHD

OR EHD-HF

BACK WALL

MOUNTED

OBSTRUCTED ITEMS

SIDE WALL

MOUNTED

H.C.

TELEPHONE

(HCT)

DRINKING

FOUNTAIN

(DF)

H.C.

DRINKING

FOUNTAIN

(HCDF)

(FRONT) (SIDE)

TOILET PAPER

DISPENSER

(TPD)

TOWEL BAR

18" MIN

(TB-18)

BABY CHANGING STATION

(BCS)

TYPICAL PARTITION SPACING

(RE: ENLARGED PLANS FOR ACTUAL DIM'S & SPEC'S FOR ACTUAL TYPE OF PARTITIONS)

18" ±1

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)

M

IN

54" MIN

HC LAVATORY

(SIDE) (FRONT)

COAT HOOK

(CH)

(FRONT) (SIDE)

(FRONT)

MIRROR WITH OR

WITHOUT SHELF

(MIR/S-18X36)

(MIR-18X36)

(MIR/S-24X36)

(MIR-24X36)

(CONTROL)

GRAB BAR

18" (GB-18)

HC BATHTUB

(HCBT)

NOTE: BATHTUBS SHALL DELIVER

WATER THAT IS 120 DEGREES MAX.

GRAB BAR

24" (GB-24)

(BACK) (HEAD)

GRAB BAR

12" (GB-12)

M

IN

S U

R F

A C

E

T .O

G

R

IP

P

IN

G

REMOVABLE IN-TUB

SEAT MIN 15"-16"

MAX DEEP

ROLL IN SHOWER

(RS)

CONT. "U" SHAPED GRAB

BAR (GB/U)

MAX

6"

MAX

6"

GB/L

CONT. "L" SHAPED GRAB BAR

(GB/L)

TRANSFER SHOWER

(TS)

(SIDE)

(CONTROLS ON ANY WALL

IF NO SEAT IS PROVIDED)

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

©Copyright 2019

TLC No.:

www.tlc-engineers.com

118626

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.

PROJECT TEAM:

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

MURFREESBORO, TN

615.370.8500

615.370.8530 hfrdesign.com

214 Centerview Drive Suite 300 Brentwood, TN 37027

Phase

FULLY SPRINKLERED

C U s e rs

\l lu tc h e

\D o c u m e n ts \M b o ro V

A R e n o v a ti o n -2

L

L u tc h e

.r v t

/2

/2

:2

:3

P

M

4-30-2019

626A4-18-107

GI 01.20

RENOVATE FOR WHOLE HEALTH

CLINIC

ACCESSIBILITY DETAILS

Author

HFR Project No: 2018130

FINAL BID DOCUMENTS

NOT TO SCALE

ACCESSIBLE DOOR CLEARANCES

NOT TO SCALE

TYPICAL TOILET FIXTURE AND ACCESSORY MOUNTING REQUIREMENTS

FEC

F E

C

FEC

C=18015'-0"

POINT OF EGRESS

TRAVEL DISTANCE

POINT OF DECISION

FIRE EXTINGUISHER CABINET

FIRE ALARM PULL

EGRESS CAPACITY (EXIT WIDTH/.2)

LINE OF TRAVEL

F

FEC

EXIT EXIT LOCATION

ROOM NAME

ROOM #

AREA

OCCUPANT LOAD

ROOM TAG

LIFE SAFETY LEGEND

FIRE EXTINGUISHERFE

EXIT SIGN (SINGLE SIDED)

EXIT SIGN WITH DIRECTIONAL ARROWFIRE ALARM VISUAL ALARMF

FIRE ALARM AUDIO/VISUAL ALARMF

FIRE ALARM ANNUNCIATOR PANELFAA

FIRE ALARM CONTROL PANELFACP

SMOKE DETECTORD

EXISTING PARTITION

NEW HALF WALL PARTITION

NEW 1-HR. RATED FIRE PARTITION

(PRIORITY 2)

NEW TEMPORARY PARTITION

EXISTING SMOKE RESISTANT PARTITION

EXISTING ONE HOUR FIRE BARRIER

EXISTING TWO HOUR FIRE BARRIER

PARTITION TO BE DEMOLISHED

WALL LEGEND

NEW SMOKE PARTITION

(PRIORITY 3)

NOTE: REF. SHEET G01.02 FOR WALL TYPE DETAILS

NEW PARTITION

(PRIORITY 4)

CORRIDOR

B2-G31

CORRIDOR

B2-G30

CORRIDOR

B2-G27

CORRIDOR

B2-G29

STAIR

B2-G10

MECH.

B2-G09

ACUPUNCTURE

EXAM

B2-G37

EXAM

/CONS. /PT. /

CHIRO 1

B2-G38

EXAM

/CONS. /PT. /

CHIRO 2

B2-G39

FLEX PT

EXAM/ GEN.

PURPOSE

B2-G40

GROUP

EXERCISE

B2-G41

PT/EXAM

B2-G52

PT/EXAM

B2-G53

PT/EXAM

B2-G55

PT/EXAM

B2-G54

LOUNGE/CONF.

B2-G57

SOILED

B2-G51

SUPPLY

B2-G56

TLT/DRESS

B2-G44

ACU./

TRTMT 2

B2-G42

TLT

B2-G58

TLT

B2-G59

WAITING

B2-G35

CHIRO.

/TRTMT 4

B2-G45

CHIRO.

/TRTMT 3

B2-G46

CHIRO. /

TRTMT 2

B2-G47

CHIRO./

TRTMT 1

B2-G48

BIO. /FB.

/STRESS

RED.

B2-G49

ACU./

TRTMT 1

B2-G43

CLEAN

STORAGE

B2-G50

STAIR

B2-G16

RECEPTION

/WORK

B2-G36

C O

R R

ID

O

R

B -G

B

CORRIDOR

B2-G35A

C O

R R

ID

O

R

B -G

D

PASSAGE

B2-G35E

CORRIDOR

B2-G35C

STAIR

B2-G34

MECH.

B2-G20

DATA

B2-G20B

ELEC. SWITCH

GEAR

B2-G18

MAS

RECORDS/

SHRED

B2-G19

ELEC.

B2-G22

ELEC.

B2-G22A

SUPPLY

SERVICES

(FULL GAS

BOTTLE

STOR.)

B2-G23

DELIVERY

B2-G23A

ELEC. POWER

DIST.

B2-G24

STORAGE

B2-G24ACONTAMINATED

STORAGE

B2-G25

MECH.

B2-G21

TELE.

B2-G20A

KITCHEN

STOR.

B2-G08E

FEMALE

LOCKER

B2-G08C

KITCHEN

STOR.

B2-G02

ELEVATOR

LOBBY

B2-G01

STAIR

B2-G04

OFFICE

B2-G06E

OFFICE

B2-G06D

OFFICE

B2-G06A

OFFICE

B2-G06B

MALE TLT.

B2-G08A

FEMALE TLT.

B2-G08D

BREAK ROOM

B2-G08B

MALE LOCKER

B2-G08

AGENT

CASHIER

B2-G07C

TRAVEL

B2-G07

CORRIDOR

B2-G06

STOR.

B2-G06C

OFFICE

B2-G06F

HAC

B2-G06G

OFFICE

B2-G06H

ELEC.

B2-G11A

QUEING

B2-G07B

NURSING

B2-G11G

NEW PT C&P

EXAM

B2-G12A

NEW PT EXAM

B2-G12B

NEW PT

ACCESS

CLINIC

B2-G12

WAITING

B2-G12I

BUSINESS

OFFICE

B2-G15C

STAIR

B2-G13

NF SERVICE

B2-G12H

OFFICE

B2-G12G

WORK

B2-G12D

OFFICE

G35IIIII

CLASSROOM

B2-G12C

DIABETES

NURSE

B2-G12E

CHIEF

OUTPATIENT

SERVICES

B2-G11D

OIF/OEF

B2-G12K

RELEASE OF

INFO.

B2-GG15A

OIF/OEF

TRANSITION

PAT. ADV.

B2-G12J

COAT ROOM

B2-G15

BUSINESS

OFFICE

B2-G15D

STAIR

B2-G33

CONNECTOR

B2-G33A CONNECTOR

B2-G34A

OUTPATIENT

SERVICES

B2-G11

OFFICE

B2-G11C

OFFICE

B2-G11E

OFFICE

B2-G11B

OFFICE

B2-G11F

CORRIDOR

B2-G32

VCS STOR.

B2-G24B

WAITING

B2-G07A

ALCOVE

B2-G06I

ELEVATOR

B2-G03

ELEVATOR

B2-G05

STOR.

B2-G23C

STOR.

B2-G23D

STORAGE

B2-G23B

STORAGE

B2-G23E

EMERGENCY

GEN.

B2-G35Y

CONNECTOR

B2-G27A

MECH. SPACE

B2-G25A

EXIT

EXITEXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT EXIT

2012 IBC - SECTION 713.4-

2-HR FIRE RATING FOR STAIRS AND

SHAFTS IF 4 STORIES OR MORE

CONNECTED. IF 3 STORIES OR LESS

CONNECTED, 1-HR FIRE RATED.

97' - 6" TO EXIT

140' - 0" TO EXIT

2012 NFPA 101 - SEC. 19.2.3.4 -

ANY REQUIRED AISLE, CORRIDOR, OR

RAMP SHALL BE NOT LESS THAN 48 INCHES

IN CLEAR WIDTH SERVING AS MEANS OF

EGRESS FROM PATIENT SLEEPING ROOMS,

UNLESS OTHERWISE PERMITTED BY ONE

OF THE FOLLOWING:

2012 NFPA - SEC. 19.2.3.4(1) -

AISLES, CORRIDORS, AND RAMPS IN

ADJUNCT AREAS NOT INTENDED FOR THE

HOUSING, TREATMENT, OR USE OF

INPATIENTS SHALL BE NOT LESS THAN. 44

INCHES IN CLEAR AND UN-OBSTRUCTED

WIDTH.

2012 IBC - TABLE 1018.2

MINIMUM CORRIDOR WIDTH IS 44 INCHES

BECAUSE NO BED MOVEMENT IN

CORRIDORS AND NO OUT-PATIENTS

INCAPABLE OF SELF PRESERVATION WILL

BE OCCURING IN THE SUITE.

BUILDING 1:

2 @ 48" = (2)(48) / .2 = 480

TOTAL EXIT CAPACITY = 480

EXIT CAPACITY:

OCCUPANCY LOAD FACTORS:

BUILDING 2 GROUND FLOOR:

BUSINESS = 4,790 NSF (100 NSF/OCC)

= 47 OCCUPANTS

TOTAL OCCUPANT LOAD = 47

BUSINESS OCCUPANCY HATCH

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

©Copyright 2019

TLC No.:

www.tlc-engineers.com

118626

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.

PROJECT TEAM:

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

KEYPLAN

MURFREESBORO, TN

615.370.8500

615.370.8530 hfrdesign.com

214 Centerview Drive Suite 300 Brentwood, TN 37027

BLDG 2

BLDG 1

BLDG 9

Phase

FULLY SPRINKLERED

C U s e rs

\a tr a y lo r\ D e s k to p \R e v it P ro je c ts

\M b o ro

V A

R e n o v a ti o n -2 a tr a y lo r.

rv t

/2

/2

:4

:2

P

M

4-30-2019

626A4-18-107

GI 02.01A

RENOVATE FOR WHOLE HEALTH

CLINIC

BLDG. 2 - GROUND FLOOR LIFE SAFETY

PLAN

Author

HFR Project No: 2018130

FINAL BID DOCUMENTS

4. REMOVE EXISTING ANNEALED OR OTHERWISE NON-SAFETY-RATED GLASS FROM EXISTING DOORS, SIDELIGHTS, AND OTHER HAZARDOUS LOCATIONS SCHEDULED TO REMAIN WITHIN PROJECT AREA. IN NON-RATED OPENINGS, PROVIDE NEW TEMPERED GLASS TO MATCH ORIGINAL DESIGN. IN RATED OPENINGS, PROVIDE NEW IMPACT-RESISTANT, FIRE-RATED GLASS TO MATCH ORIGINAL CONFIGURATION, RATED NO LESS THAN

SURROUNDING WALL CONSTRUCTION.

3. EXIT PATHS SHALL BE MAINTAINED CLEAR OF EQUIPMENT, MATERIALS AND DEBRIS AND SHALL BE MARKED WITH

APPROVED EXIT SIGNS VISIBLE AT ALL TIMES.

2. TEMPORARY PARTITIONS REQ'D FOR DUST OR INFECTION CONTROL SHALL BE CONSTRUCTED TO MAINTAIN EXISTING FIRE BARRIER REQUIREMENTS. WHERE TEMPORARY PARTITIONS MUST INCLUDE DOORS FOR CONSTRUCTION ACCESS OR LIFE SAFETY EGRESS, INSTALL DOOR ASSEMBLIES EQUAL IN RATING TO THE CONSTRUCTION BEING PENETRATED WITH POSITIVE LATCHING HARDWARE AND EXIT DEVICES (PANIC BARS)

WHERE REQ'D.

1. ALL EXISTING PARTITIONS INDICATED TO REMAIN SHALL BE UPGRADED TO RATING NOTED IF THEY OCCUR ON OR IN A SMOKE COMPARTMENT WITHIN CONSTRUCTION AREA. EXTENT OF UPGRADE SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EXTENDING PARTITIONS TO UNDERSIDE OF DECK, INSTALLING BLOW-OUT PATCHES, RECONSTRUCTING INTERSECTIONS AT OTHER PARTITIONS, INSTALLING UL APPROVED FIRESTOP SYSTEM AT WALL PENETRATIONS, RE-INSTALLING FIRE AND/OR FIRE/SMOKE DAMPERS, INSTALLING FIVE-SIDED ENCLOSURES OF RECESSED ITEMS, INSTALLING ADDITIONAL FRAMING, AND INSTALLING 12” WIDE STRIPS OF G.W.B OVER JOINTS NOT OFFSET FROM OPPOSING SIDE. AT CONTRACTOR'S OPTION, PARTITION MAY BE COMPLETELY STRIPPED AND REBUILT. ALL SERVICES WITHIN PARTITION MUST BE MAINTAINED AND FINISHES

RESTORED REGARDLESS OF COURSE OF ACTION.

RENOVATION WORK

15. REFER TO THE CONTRACT DOCUMENTS FOR ADDITIONAL INFORMATION RELATED TO LIFE SAFETY

CONSTRUCTION AND APPROVED UL ASSEMBLIES.

● PROVIDE WET-CHEMICAL TYPE, CLASS K WALL-HUNG FIRE EXTINGUISHERS THROUGHOUT KITCHENS.

LOCATE SO THAT A MINIMUM OF 10 FEET AND A MAXIMUM OF 20 FEET OF TRAVEL FROM ANY PIECE OF

COOKING EQUIPMENT BELOW HOOD WILL BE PROVIDED.

● PROVIDE CLEAN AGENT TYPE FIRE EXTINGUISHERS WITH UL RATING OF 1A:10B:C IN EACH DATA CENTER, MRI ROOM, AND MRI CONTROL ROOM. LOCATE SO THAT A MAXIMUM OF 75 FEET OF TRAVEL FROM ANY

SPACE WILL BE PROVIDED.

● PROVIDE DRY CHEMICAL, ABC TYPE FIRE EXTINGUISHERS WITH UL RATING OF 4A:60B:C IN ALL

MECHANICAL SPACES.

● PROVIDE MULTI-PURPOSE, DRY CHEMICAL, ABC TYPE FIRE EXTINGUISHERS WITH UL RATING OF 4A:60B:C THROUGHOUT THE ENTIRE BUILDING. LOCATE SO THAT A MAXIMUM OF 75 FEET OF TRAVEL FROM ANY

SPACE WILL BE PROVIDED.

14. FIRE EXTINGUISHER LOCATIONS: PROVIDE AS SHOWN ON PLANS AND AS INDICATED, WHICHEVER IS MORE

RESTRICTIVE. CABINETS SHALL BE FULLY RECESSED (U.N.O.):

13. DOORS, WINDOWS, AND OTHER OPENINGS SHALL BE RATED EQUAL TO THAT OF THE CONSTRUCTION BEING PENETRATED. PROVIDE POSITIVE LATCHING AT RATED DOOR ASSEMBLIES. GLAZING SHALL BE FIRE RATED EQUAL TO THE WALL CONSTRUCTION AND INSTALLED IN AN EQUALLY RATED FRAMING SYSTEM, TESTED AS AN

ASSEMBLY. WIRE GLASS IS NOT PERMITTED.

12. WHERE FIRE RATED WALL ASSEMBLIES OCCUR IN PROXIMITY TO STEEL BEAMS OR JOINTS WITH INADEQUATE DIMENSION TO INSTALL SCREWS, PROVIDE STUD FRAMING AROUND THE BEAM OR JOIST IN ACCORDANCE WITH U.L. DESIGN N-501 WITH LAYERS OF G.W.B. EQUAL IN NUMBER TO THE WALL ASSEMBLY CONSTRUCTION.

11. WHERE PARTITIONS MUST BE CONNECTED TO STRUCTURE FOR SUPPORT, INSTALL 20 GUAGE GALVANIZED METAL Z-CLIPS SPACED AS REQ'D, BUT NOT MORE THAN 2'-0” O.C. PRIOR TO APPLICATION OF FIREPROOFING.

10. WHERE DEVICES, CABINETS, OR ACCESSORIES GREATER THAN 16 SQ. IN. ARE INDICATED IN RATED CONSTRUCTION, PROVIDE A FIVE-SIDED G.W.B. ENCLOSURE CONSTRUCTED OF LAYERS OF G.W.B. EQUAL IN

NUMBER TO THE CONSTRUCTION BEING PENETRATED.

9. WHERE DEVICES ARE INDICATED IN RATED CONSTRUCTION, THE MAXIMUM ALLOWABLE AREA OF INDIVIDUAL U.L.

LISTED BACKBOXES PERMITTED IN THE WALL IS 16 SQ. IN. WITH MAXIMUM AGGREGATE AREA OF 100 SQ. IN PER 100 SF OF WALL AREA. BACKBOXES ON OPPOSITE FACES OF RATED WALLS SHALL BE OFFSET A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. WHEN PENETRATIONS EXCEED THE ALLOWABLE AREAS, DEVICES SHALL BE PROVIDED WITH A FIVE-SIDED G.W.B. ENCLOSURE OR UL LISTED INTUMESCENT FIRE PUTTY.

8. PROVIDE ENCLOSURE AND ACCESS PANEL AT EACH FIRE PROTECTION INSPECTION TEST VALVE. DO NOT LOCATE VALVES AND PIPES IN EXTERIOR WALLS. PROVIDE PAINTED STEEL ACCESS PANELS IN WALLS &

CEILINGS EQUAL IN RATING TO THE CONSTRUCTION BEING INSTALLED IN.

7. INSTALL METALLIC SLEEVES AROUND LOW VOLTAGE CABLES THAT PENETRATE THE WALL, AND SEAL AROUND

THE SLEEVE AND INSIDE THE SLEEVE WITH AN APPROVED SEALANT.

6. INSTALL G.W.B.