Attachment I - Drawings.pdf

R

I

V

E

R

38 Street

L in c o ln

B o u le v a rd

42 41

T504

T516

51 52

75 55

17 184

12 155

313029

105 35

(3001)

(1301)

(HA3)

(3003)

Main Entrance (3002)

(HA-2)

(4801)

(HA-4)

(HA-6)

(HA-5)

(3004)

(3G01)

(HA9)

(HA1)

(HA-7)

(HA8)

(DIESEL FUEL)

N

National

Cemetary

National

Cemetary

National

Cemetary

D

IX

R O

A D

P A R

K

D R

IV

E

McMahon

G ra y R o a d Steel Circle

Avenue

C o tt a g e

A v e n u e

B la ck

R o a d

B la ck R o a d

C o tt a g e

A v e n u e

G ra y R o a d

Water Street

Black R oad

Black Road

Water Street

Nelson

Avenue

Orchard

Avenue

M cM a h o n

A v e n u e

Doctors Road

V in e

Drive

Vine

Water Street

Railroad Avenue

M e c h a n ic s A v e n u e

Kuder Place

Indiana Avenue

Indiana Avenue

H y d e R o a d

Irw in

D riv e

Chapman Avenue

Chapman

H y d e R o a d

M a rio n R o a d

B la ck R o a d

O rc h a rd

A v e n u e

Indiana Avenue

F lo w e r

S tre e t

F lo w e r

S tre e t

Chapman Avenue

Ave.

N e ls o n A v e n u e

O rc h a rd

A v e n u e

Chapman Avenue

R o a d

Road

B la ck

R o ad

B la ck

R o a d

River Road

Material Compound

Vehicle

Compound

Cemetery

Dump

BLDG 138

EMPLOYEE

PARKING

CONTRACTOR DRIVING ROUTE

CONTRACTOR PARKING

AND STAGING

CONTRACTOR JOB

TRAILERS

EAST 38TH STREET

L

IN

C O

L N

B O

U L E

V A

R D

MAIN ENTRANCE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

VA NORTHERN

INDIANA

HEALTH CARE

SYSTEM

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

C H A M P L I N A R C H I T E C T U R E

720 East Pete Rose Way Suite 140 Cincinnati OH 45202 513-241-4474 www.thinkchamplin.com

#610-19-103

Marion, IN

REMODEL 1ST FLOOR, BUILDING 138

03/20/2023

FINAL BID DOCUMENTS

138NOT FOR CONSTRUCTION

Page Number

C U s e rs \b w e tz e l\ D o c u m e n ts \M a ri o n

V A

M C

A rc h

R b ri a n n a .w e tz e l.

rv t

/1

/2

:5

:5

A

M

G000

COVER SHEET, DRAWING INDEX, SITE

PLANS, PROJECT NOTES

MM MSW / BFW

FINAL BID DOCUMENTS MARCH 20, 2023

REMODEL FIRST FLOOR, BUILDING 138

VA PROJECT NO: 610-19-103

CAMPUS LOCATION

1. SEE GENERAL PROJECT NOTES FOR NEW WORK FOR ADDITIONAL REQUIREMENTS FOR WORK WITHIN THE EXISTING FACILITY.

2. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND

CONSTRUCTION. IF PROVIDED, THE GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND

CONSTRUCTION.

4. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING CONSTRUCTION.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK

AND THE ROUTES MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.

6. MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES.

7. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE OWNER TO MINIMIZE DISRUPTIONS OF NORMAL

FUNCTIONS OF THE OWNER'S OCCUPIED AREAS.

8. HIGH NOISE TO OCCUR AFTER HOURS. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT 21 DAYS IN ADVANCE A WRITTEN REQUEST

TO THE OWNER FOR THE SCHEDULED TIME OF THE CONSTRUCTION ACTIVITIES. NO WORK SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE OWNER. THE OWNER RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO OCCUPIED SPACES. CONTRACTOR NEEDS TO UTILIZE NOISE MITIGATION TECHNIQUES. ALL WORK EXCEEDING OSHA THRESHOLD TO BE DONE AFTER HOURS, BETWEEN 5PM AND 6AM.

9. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO ADJACENT DEPARTMENTS OR AREAS THAT ARE IN OPERATION AND SERVED BY THEM. COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES WITH OWNER. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE OWNER'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR UTILITIES DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE OWNER. PLANNED POWER OUTAGES NEED TO BE COORDINATED WITH OWNER 21 DAYS IN ADVANCE.

10. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO OWNER'S OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED.

IN THESE AREAS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL CONSTRUCTION ACTIVITY INCLUDING BUT NOT LIMITED TO DUST AND WATER.

11. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE OWNER BEFORE USING OPEN FLAMES, WELDING RODS AND TORCHES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION INTO OCCUPIED AREAS OF THE EXISTING BUILDING AND FOR OBTAINING ALL REQUIRED PERMITS RELATED TO HOT WORK. CONTRACTOR TO FILL OUT AND SUBMIT HOT WORK PERMITS IN 21 DAYS IN ADVANCE.

12. PROVIDE FIRE PROTECTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY.

13. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PATCH ALL SPRAY-ON FIRE PROTECTION AT REMOVALS, AT ANY EXISTING

LOCATIONS WHICH ARE VOID OF PROTECTION WITHIN THE AREA OF WORK AND AT NEW CONSTRUCTION WHICH DISTURBS EXISTING

FIRE PROTECTION. FIREPROOFING MUST BE CONTINUOUS AND UNOBSTRUCTED.

14. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING

MEMBERS AND SYSTEMS AT ALL TIMES.

15. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED BY THE ARCHITECT OR THE OWNER FOR RETENTION, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT SHALL BE LEGALLY DISPOSED OF. NO DEBRIS RESULTING FROM WORK

SHALL BE LEFT IN THE CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK.

16. REMOVAL OF A PARTICULAR ITEM IS TO INCLUDE ALL RELATED ITEMS, SUCH AS REMOVAL OF WALLS WOULD INCLUDE ASSOCIATED DOORS, HARDWARE, ELECTRICAL, PLUMBING, MECHANICAL, ETC. REFER TO DEMOLITION DRAWINGS FOR MORE INFORMATION. FOR ALL REMOVALS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO

MECHANICAL, ELECTRICAL AND PLUMBING.

17. WHERE CEILINGS ARE SHOWN TO BE REMOVED, ALL UNUSED SUSPENDED EQUIPMENT, WIRES, ANGLES, ETC. SHALL BE REMOVED.

SEE DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING LIGHTS MAY BE MAINTAINED AS TEMPORARY CONSTRUCTION

LIGHTING.

18. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED AS REQUIRED UNTIL

PERMANENT SUPPORT IS PROVIDED IN THE FINAL CONSTRUCTION.

19. ALL OPENINGS IN EXISTING WALLS, CEILINGS AND FLOORS, WHICH ARE THE RESULT OF REMOVALS AND OTHER NEW CONSTRUCTION ACTIVITY, SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW

CONDITION TO MATCH THE EXISTING FINISH.

20. ALL EXISTING OPENINGS IN CEILINGS, FLOORS AND WALLS DISCOVERED IN THE EXISTING STRUCTURE SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

21. WHERE EXISTING SURFACES ARE TO BE REFINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OR APPLICATION OF NEW MATERIALS OR CONSTRUCTION, PREPARE OR ALTER THE EXISTING SURFACES AS NECESSARY TO PROPERLY ACCOMMODATE

THE NEW MATERIALS.

22. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE NEW WORK. DETERMINE THE SIZE AND LOCATION THE PENETRATIONS FROM THE EXISTING UTILITIES WITHIN THE NEW WORK. SEAL TIGHT TO ALL PENETRATIONS AND CAULK.

23. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFED TO ACHIEVE THE

PROPER FIRE RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY.

24. NEW HOLES IN EXISTING ELEVATED FLOOR AND ROOF STRUCTURES FOR NEW WORK MUST BE COORDINATED WITH THE EXISTING

STRUCTURE SO THAT CRITICAL STRUCTURAL MEMBERS ARE NOT DAMAGED.

25. UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SALVAGED STOCK BEFORE

ORDERING NEW MATERIAL.

GENERAL PROJECT NOTES FOR EXISTING FACILITIES

SHEET

NUMBER SHEET NAME

PAGE

NUMBER

G000 COVER SHEET, DRAWING INDEX, SITE PLANS, PROJECT NOTES 1

GI001 ABBREVIATIONS, SYMBOLS, PARTITION TYPES 2

GI002 LIFE SAFETY PLAN, CODE INFO 3

GI003 PHASING PLANS AND DEPARTMENT PLAN 4

GI004 ICRA PLANS 5

AE101 FLOOR PLAN - PHASE 1A & 1B 12

AE102 FLOOR PLAN - PHASE 1B 13

AE103 FLOOR PLAN - PHASE 2 14

AE110 LOBBY FLOOR PLAN AND REFLECTED CEILING PLAN - PHASE 2 15

AE121 REFLECTED CEILING PLAN - PHASE 1A & 1B 16

AE122 REFLECTED CEILING PLAN - PHASE 1B 17

AE123 REFLECTED CEILING PLAN - PHASE 2 18

AE201 INTERIOR ELEVATIONS 19

AE202 INTERIOR ELEVATIONS AND CASEWORK SECTIONS 20

AE401 EXTERIOR DETAILS 21

AE402 EXTERIOR WINDOW DETAILS 22

AE403 EXTERIOR WINDOW DETAILS 23

AE601 DOOR SCHEDULE, DOOR & FRAME TYPES 24

AE602 MISCELLANEOUS DETAILS 25

AF101 FINISH PLAN - PHASE 1A & 1B 26

AF102 FINISH PLAN - PHASE 1B 27

AF103 FINISH PLAN - PHASE 2 28

AF104 WALL PROTECTION PLAN - PHASE 3 29

AF601 ROOM FINISH SCHEDULE AND FINISH LEGEND 30

AQ101 FURNITURE, FIXTURE AND EQUIPMENT PLAN - PHASE 1B 31

AQ102 FURNITURE, FIXTURE AND EQUIPMENT PLAN - PHASES 1A, 1B, & 2 32

AQ103 FURNITURE, FIXTURE AND EQUIPMENT SCHEDULE 33

AQ104 EQUIPMENT SCHEDULE BY ROOM 34

AQ105 EQUIPMENT SCHEDULE BY ROOM 35

AQ106 EQUIPMENT SCHEDULE BY ROOM 36

AQ107 EQUIPMENT SCHEDULE BY ROOM 37

AQ108 EQUIPMENT SCHEDULE BY ROOM 38

AQ109 EQUIPMENT SCHEDULE BY ROOM 39

AW101 SIGNAGE FLOOR PLAN 40

AW102 SIGNAGE DETAILS 41

E100 ELECTRICAL GENERAL INFORMATION 86

E101 ELECTRICAL DETAILS 87

E102 ELECTRICAL DETAILS 88

E103 ELECTRICAL DETAILS 89

ED111 ELECTRICAL DEMOLITION PLAN, PHASE 1 90

ED112 ELECTRICAL DEMOLITION PLAN, PHASE 2 91

ED113 ELECTRICAL DEMOLITION PLAN, PHASE 3 92

EL111 ELECTRICAL LIGHTING PLAN, PHASE 1 93

EL112 ELECTRICAL LIGHTING PLAN, PHASE 2 94

EL113 ELECTRICAL LIGHTING PLAN, PHASE 3 95

EP111 ELECTRICAL POWER PLAN, PHASE 1 96

EP112 ELECTRICAL POWER PLAN, PHASE 2 97

EP113 ELECTRICAL POWER PLAN, PHASE 3 98

EP600 PANEL SCHEDULES 99

EP601 SINGLE-LINE DIAGRAM 100

EP602 SINGLE-LINE DIAGRAM 101

EY100 OVERALL FIRST FLOOR PLAN 102

EY101 TECHNOLOGY FLOOR PLAN - OUTSIDE PROJECT AREA 103

EY111 TECHNOLOGY & FIRE ALARM PANEL, PHASE 1 104

EY112 TECHNOLOGY & FIRE ALARM PANEL, PHASE 2 105

EY113 TECHNOLOGY & FIRE ALARM PANEL, PHASE 3 106

DRAWING LIST

SB101 STRUCTURAL SLAB PLAN AND DETAILS 42

SB501 STRUCTURAL DETAILS 43

P100 PLUMBING LEGENDS AND ABBREVIATIONS 47

PD101 PLUMBING DEMOLITION PLAN, BASEMENT, SANITARY & VENT, PHASE 1 48

PD102 PLUMBING DEMOLITION PLAN, BASEMENT, SANITARY & VENT, PHASE 2 49

PD103 PLUMBING DEMOLITION PLAN, LEVEL 1, SANITARY & VENT, PHASE 1 50

PD104 PLUMBING DEMOLITION PLAN, LEVEL 1, SANITARY & VENT, PHASE 2 51

PD111 PLUMBING DEMOLITION PLAN, LEVEL 1, DOMESTIC WATER, PHASE 1 52

PD112 PLUMBING DEMOLITION PLAN, LEVEL 1, DOMESTIC WATER, PHASE 2 53

PD121 PLUMBING FIRST FLOOR DEMOLITION PLAN - MEDICAL GAS 54

PL101 PLUMBING NEW WORK PLAN, BASEMENT, SANITARY & VENT, PHASE 1 55

PL102 PLUMBING NEW WORK PLAN, BASEMENT, SANITARY & VENT, PHASE 2 56

PL103 PLUMBING NEW WORK PLAN, LEVEL 1, SANITARY & VENT, PHASE 1 57

PL104 PLUMBING NEW WORK PLAN, LEVEL 1, SANITARY & VENT, PHASE 2 58

PL111 PLUMBING NEW WORK PLAN, LEVEL 1, DOMESTIC WATER, PHASE 1 59

PL112 PLUMBING NEW WORK PLAN, LEVEL 1, DOMESTIC WATER, PHASE 2 60

PL121 PLUMBING NEW WORK PLAN, LEVEL 1, MEDICAL GAS, PHASE 1 61

PL501 PLUMBING DETAILS & SCHEDULES 62

PL601 PLUMBING ISOMETRIC, SANITARY & VENT, PHASE 1 63

PL602 PLUMBING ISOMETRIC, SANITARY & VENT, PHASE 2 64

PL611 PLUMBING ISOMETRIC, DOMESTIC WATER, PHASE 1 65

PL612 PLUMBING ISOMETRIC, DOMESTIC WATER, PHASE 2 66

M001 MECHANICAL LEGEND AND ABBREVIATIONS 67

MD101 FIRST FLOOR - HVAC DEMOLITION PLAN - PHASE 1 68

MD102 FIRST FLOOR - HVAC DEMOLITION PLAN - PHASE 2 69

MD103 FIRST FLOOR - HVAC DEMOLITION PLAN - PHASE 3 70

MD111 FIRST FLOOR - MECHANICAL PIPING DEMOLITION - PHASE 1 71

MD112 FIRST FLOOR - MECHANICAL PIPING DEMOLITION - PHASE 2 72

MH101 FIRST FLOOR - HVAC NEW WORK - PHASE 1 73

MH102 FIRST FLOOR - HVAC NEW WORK - PHASE 2 74

MH103 FIRST FLOOR - HVAC NEW WORK - PHASE 3 75

MH104 ROOF PLAN - HVAC NEW WORK - PAHSE 1 76

MH301 MECHANICAL SECTION - PHASE 1 77

MH501 DETAILS 78

MH601 SCHEDULES 79

MH602 SCHEDULES 80

MH701 MECHANICAL CONTROLS 81

MP101 FIRST FLOOR - MECHANICAL PIPING - PHASE 1 82

MP102 FIRST FLOOR - MECHANICAL PIPING - PHASE 2 83

MP103 FIRST FLOOR - MECHANICAL PIPING - PHASE 3 84

MZ201 FIRST FLOOR - HVAC ZONES 85

FX101 FIRE SUPPRESSION PLAN, LEVEL 1, PHASE 1 44

FX102 FIRE SUPPRESSION PLAN, LEVEL 1, PHASE 2 45

FX103 FIRE SUPPRESSION PLAN, LEVEL 1, PHASE 3 46

VA Northern Indiana Health Care System: Marion, IN

LOCATION: 1700 East 38th Street Marion, IN 46953

MARION VA CAMPUS SITE PLAN

AD101 DEMOLITION PLAN - PHASE 1A & 1B 6

AD102 DEMOLITION PLAN - PHASE 1B 7

AD103 DEMOLITION PLAN - PHASE 2 8

AD121 REFLECTED CEILING DEMO PLAN - PHASE 1A & 1B 9

AD122 REFLECTED CEILING DEMO PLAN - PHASE 1B 10

AD123 REFLECTED CEILING DEMO PLAN - PHASE 2 11

Revisions: Date:

35% ISSUANCE 04/28/2021

65% ISSUANCE 03/23/2022

95% ISSUANCE 05/04/2022

100% BID DOCUMENTS - RESUBMISSION #2 02/10/2023

FINAL BID DOCUMENTS 03/20/2023

CEILING TAG

REVISION TAG

VIEW NAME w/ SCALE

WINDOW TAG

WALL TAG

DOOR TAG

DETAIL SECTION

WALL SECTION

BUILDING SECTION

ROOM TAG

CALL OUT HEAD

GRID HEAD

LEVEL NAME and ELEVATION

NORTH ARROW

1i

Room name

1 View Name 1/8" = 1'-0"A101

1t

C1

10'-0"

A101

SIM

A101

SIM

A101

SIM

A101

SIM

A101

SIM

Name Elevation

RENOVATION KEYNOTE TAG

DEMOLITION KEYNOTE TAG1

ACT

AD

AFF

ALUM

ANOD

BSMT

BYND

BOT

CFCI

CIP

CHNL

CJ

CLG

CLR

CMU

COMPR

CONC

CONT

CPT

CR

CT

DBL

DEMO

DIA

DIM

DN

DR

DWG

EA

EJ

EL

ELEC

ELEV

EPDM

EQ

EXST

EXT

FD

FDN

FEC

FIXT

FLR

FM

FO

FRT

GA

GALV

GWB

HC

POUND or NUMBER

AND

AT

ACOUSTICAL CEILING TILE

AREA DRAIN

ABOVE FINISHED FLOOR

ALUMINUM

ANODIZED

BASEMENT

BEYOND

BOTTOM

CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CAST IN PLACE

CHANNEL

CONTROL JOINT

CEILING

CLEAR

CONCRETE MASONRY UNIT

COMPRESSIBLE

CONCRETE

CONTINUOUS

CARPET

CARD READER

CERAMIC TILE

DOUBLE

DEMOLITION

DIAMETER

DIMENSION

DOWN

DOOR

DRAWING

EACH

EXPANSION JOINT

ELEVATION

ELECTRICAL

ELEVATION

ETHYLENE PROPYLENE DIENE M-CLASS

EQUAL

EXISTING

EXTERIOR

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER CABINET

FIXTURE

FLOOR

FILLED MATERIAL

FACE OF

FIRE RETARDANT TREATED

GAUGE

GALVANIZED

GYPSUM WALL BOARD

HOLLOW CORE

HI

HM

HP

HR

HVAC

ILO

INSUL

INT

MAX

MO

MECH

MEMBR

MIN

MRGWB

MTL

NIC

NOM

OC

OFCI

OFOI

OPP

PCC

PLUM

PLYD

P

PVC

RBR

RCP

RD

REQD

RM

SCWD

SIM

SPEC

SPK

SS

SSTL

STST

STL

T&G

TELE

TLT

TO

TOC

TOS

TPD

T/D

TYP

UNO

U/S

VIF

VP

W/

WD

HIGH

HOLLOW METAL

HIGH POINT

HOUR

HEATING, VENTILATION, AIR CONDITIONING

IN LIEU OF

INSULATION

INTERIOR

MAXIMUM

MASONRY OPENING

MECHANICAL

MEMBRANE

MINIMUM

MOISTURE RESISTANT GYPSUM WALL BOARD

METAL

NOT IN CONTRACT

NOMINAL

ON CENTER

OWNER FURNISHED, CONTRACTOR INSTALLED

OWNER FURNISHED, OWNER INSTALLED

OPPOSITE HAND

PRE CAST CONCRETE

PLUMBING

PLYWOOD

PAINT

POLYVINYL CHLORIDE

RUBBER

REFLECTED CEILING PLAN

ROOF DRAIN

REQUIRED

ROOM

SOLID CORE WOOD DOOR

SIMILAR

SPECIFICATION

SPRINKLER

SOLID SURFACE

STAINLESS STEEL

STAINLESS STEEL

STEEL

TONGUE & GROOVE

TELEPHONE

TOILET

TOP OF

TOP OF CONCRETE

TOP OF STEEL

TOILET PAPER DISPENSER

TELEPHONE/DATA

TYPICAL

UNLESS NOTED OTHERWISE

UNDERSIDE

VERIFY IN FIELD

VISION PANEL

WITH

WOOD

TYPE A2

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON EACH SIDE

OF 3-5/8" 20 GA. METAL STUDS

@ 16" O.C. WITH 3" SOUND

ATTENUATION BLANKETS IN

STUD SPACE. EXTEND STUDS,

BOARD, AND BLANKETS TO 6"

ABOVE CEILING. BRACE TOP

OF WALL AS REQUIRED, BUT

NOT LESS THAN 8'-0" O.C.

TYPE A3 STC = 34

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE

OF 3-5/8" 20 GA. METAL STUDS

@ 16" O.C. WITH 3" SOUND

ATTENUATION BLANKET IN

STUD SPACE. EXTEND STUDS,

BOARD AND SOUND

BLANKETS FULL HEIGHT TO

DECK ABOVE. ATTACH TO

STRUCTURE ABOVE W/

VERTICAL SLIP

CONNECTIONS. SEE

PARTITION NOTES THIS DWG.

TYPE A4

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE

OF 3-5/8" 20 GA. METAL STUDS

@ 16" O.C. WITH 3" SOUND

ATTENUATION BLANKET IN

STUD SPACE. EXTEND STUDS,

BOARD, AND BLANKETS TO 6"

ABOVE CEILING. BRACE TOP

OF WALL AS REQUIRED, BUT

NOT LESS THAN 8'-0" O.C.

TYPE B1 STC = 44

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON EACH SIDE

OF 6" 20 GA. METAL STUDS @

16" O.C. WITH 6" SOUND

ATTENUATION BLANKETS IN

STUD SPACE. EXTEND STUDS,

BOARD, AND BLANKETS FULL

HEIGHT TO DECK ABOVE.

ATTACH TO STRUCTURE

ABOVE W/ VERTICAL SLIP

CONNECTIONS. SEE

PARTITION NOTES THIS DWG.

TYPE B2 STC = 37

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE

OF 6" 14 GA. METAL STUDS @

8" O.C. WITH 6" SOUND

ATTENUATION BLANKETS IN

STUD SPACE. EXTEND STUDS,

BOARD, AND BLANKETS FULL

HEIGHT TO DECK ABOVE.

ATTACH TO STRUCTURE

ABOVE W/ VERTICAL SLIP

CONNECTIONS. SEE

PARTITION NOTES THIS DWG.

TYPE F2 STC = 49

1 HOUR RATED WALL

UL# U419

PROVIDE TYPE "X" GYPSUM WALLBOARD

FOR 1 HR UL RATING ON EACH SIDE OF 6"

20 GA. METAL STUDS @ 16" O.C. WITH 6"

SOUND ATTENUATION BLANKETS IN

STUD SPACE. EXTEND STUDS, BOARD,

AND BLANKETS FULL HEIGHT TO DECK

ABOVE. ATTACH TO STRUCTURE ABOVE

W/ VERTICAL SLIP CONNECTIONS. SEE

PARTITION NOTES THIS DWG.

TYPE F1 STC = 49

1 HOUR RATED WALL

UL# U419

PROVIDE TYPE "X" GYPSUM

WALLBOARD FOR 1 HR UL RATING ON

EACH SIDE OF 3 5/8" 20 GA. METAL

STUDS @ 16" O.C. WITH 3" SOUND

ATTENUATION BLANKETS IN STUD

SPACE. EXTEND STUDS, BOARD, AND

BLANKETS FULL HEIGHT TO DECK

ABOVE. ATTACH TO STRUCTURE

ABOVE W/ VERTICAL SLIP

CONNECTIONS. SEE PARTITION

NOTES THIS DWG.

TYPE C1

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE

OF 2 1/2" 20 GA. METAL STUDS

@ 16" O.C. WITH 2" SOUND

ATTENUATION BLANKET IN

STUD SPACE. EXTEND STUDS,

BOARD AND SOUND

BLANKETS FULL HEIGHT TO

DECK ABOVE. ATTACH TO

STRUCTURE ABOVE. SEE

PARTITION NOTES THIS DWG.

TYPE D1

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE

OF 1 5/8" 20 GA. METAL STUDS

TO EXISTING WALL OR

COLUMNS @ 16" O.C. WITH 1

1/2" SOUND ATTENUATION

BLANKET IN STUD SPACE.

EXTEND STUDS, BOARD, AND

SOUND BLANKETS TO 6"

ABOVE FACE OF CEILING.

EXTEND TO DECK IF CEILING IS

EXPOSED.

TYPE E1

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE

OF 7/8" 20 GA. METAL STUDS

TO EXISTING WALL OR

COLUMNS @ 16" O.C. EXTEND

STUDS, BOARD, AND SOUND

BLANKETS TO 6" ABOVE FACE

OF CEILING.

TYPE A1 STC = 45

(TYPICAL U.N.O.)

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON EACH SIDE

OF 3-5/8" 20 GA. METAL STUDS

@ 16" O.C. WITH 3" SOUND

ATTENUATION BLANKETS IN

STUD SPACE. EXTEND STUDS,

BOARD, AND BLANKETS FULL

HEIGHT TO DECK ABOVE.

ATTACH TO STRUCTURE

ABOVE W/ VERTICAL SLIP

CONNECTIONS. SEE

PARTITION NOTES THIS DWG.

TYPE A6

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE

OF 3-5/8" 20 GA. METAL STUDS

@ 16" O.C. EXTEND STUDS

AND BOARD TO 6" ABOVE

CEILING. BRACE TOP OF WALL

AS REQUIRED, BUT NOT LESS

THAN 8'-0" O.C.

TYPE A5

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE

OF 3-5/8" 20 GA. METAL STUDS

@ 16" O.C. EXTEND STUDS

AND BOARD FULL HEIGHT TO

DECK ABOVE. ATTACH TO

STRUCTURE ABOVE W/

VERTICAL SLIP CONNECTIONS.

SEE PARTITION NOTES THIS

DWG.

TYPE B3 STC = 44

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON EACH SIDE

OF 6" 20 GA. METAL STUDS @

16" O.C. WITH 6" SOUND

ATTENUATION BLANKETS IN

STUD SPACE. EXTEND STUDS,

BOARD, AND BLANKETS TO 6"

ABOVE CEILING. BRACE TOP

OF WALL AS REQUIRED, BUT

NOT LESS THAN 8'-0" O.C.

TYPE B4

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE

OF 6" 20 GA. METAL STUDS @

16" O.C. WITH 6" SOUND

ATTENUATION BLANKETS IN

STUD SPACE. EXTEND STUDS,

BOARD, AND BLANKETS TO 6"

ABOVE CEILING. BRACE TOP

OF WALL AS REQUIRED, BUT

NOT LESS THAN 8'-0" O.C.

TYPE F8 STC = 51

2 HOUR SHAFT WALL

UL# U415 SYSTEM B

2 LAYER OF 5/8" TYPE "X" GYPSUM

WALLBOARD ON ONE SIDE OF 6"

2O GA. METAL CH STUD AT 16" O.C.

MAX., AND ONE LAYER OF 1" TYPE

"X" GYPSUM LINER PANEL

INSERTED WITHIN "H" PORTION OF

"CH" STUD, AND 5" SOUND

ATTENUATION BLANKETS IN STUD

SPACE. EXTEND STUDS, BOARD,

AND SOUND BLANKETS FULL

HEIGHT TO DECK ABOVE.ATTACH

TO STRUCTURE ABOVE W/

VERTICAL SLIP CONNECTIONS.

SEE PARTITION NOTES THIS DWG.

TYPE G2 STC = 44

1 HOUR WALL

UL # U905

INTERIOR H.C.B. WALL (NON

LOAD BEARING)

8" NOM. CONCRETE BLOCKS,

UL CLASSIFICATION D-2 (2 HR.)

TYPE G3 STC = 44

3 HOUR WALL

UL # U904

INTERIOR H.C.B. WALL (NON

LOAD BEARING)

8" NOM. CONCRETE BLOCKS,

UL CLASSIFICATION C-3 (3 HR.)

TYPE G1 STC = 44

INTERIOR H.C.B. WALL (NON

LOAD BEARING)

8" NOM. CONCRETE BLOCKS.

TYPE F4 STC = 49

2 HOUR RATED WALL

UL# U419

PROVIDE 2 LAYERS OF TYPE

"X" GYPSUM WALLBOARD FOR

2 HR UL RATING ON EACH SIDE

OF 6" 20 GA. METAL STUDS @

16" O.C. WITH 6" SOUND

ATTENUATION BLANKETS IN

STUD SPACE. EXTEND

STUDS, BOARD, AND

BLANKETS FULL HEIGHT TO

DECK ABOVE. ATTACH TO

STRUCTURE ABOVE W/

VERTICAL SLIP CONNECTIONS.

SEE PARTITION NOTES THIS

DWG.

TYPE F3 STC = 48

2 HOUR RATED WALL

UL# U419

PROVIDE 2 LAYERS OF TYPE

"X" GYPSUM WALLBOARD FOR

2 HR UL RATING ON EACH SIDE

OF 3 5/8" 20 GA. METAL STUDS

@ 16" O.C. WITH 3" SOUND

ATTENUATION BLANKETS IN

STUD SPACE. EXTEND

STUDS, BOARD, AND

BLANKETS FULL HEIGHT TO

DECK ABOVE. ATTACH TO

STRUCTURE ABOVE W/

VERTICAL SLIP CONNECTIONS.

SEE PARTITION NOTES THIS

DWG.

TYPE F7 STC = 51

2 HOUR SHAFT WALL

UL# U415 SYSTEM B

2 LAYER OF 5/8" TYPE "X" GYPSUM

WALLBOARD ON ONE SIDE OF 4" 2O

GA. METAL CH STUD AT 16" O.C.

MAX., AND ONE LAYER OF 1" TYPE

"X" GYPSUM LINER PANEL

INSERTED WITHIN "H" PORTION OF

"CH" STUD, AND 3" SOUND

ATTENUATION BLANKETS IN STUD

SPACE. EXTEND STUDS, BOARD,

AND SOUND BLANKETS FULL

HEIGHT TO DECK ABOVE.ATTACH

TO STRUCTURE ABOVE W/

VERTICAL SLIP CONNECTIONS. SEE

PARTITION NOTES THIS DWG.

TYPE F5 STC = 47

1 HOUR SHAFT WALL

UL# U415 SYSTEM A

1 LAYER OF 5/8" TYPE "X" GYPSUM

WALLBOARD ON ONE SIDE OF 4" 2O

GA. METAL CH STUD AT 16" O.C.

MAX., AND ONE LAYER OF 1" TYPE

"X" GYPSUM LINER PANEL

INSERTED WITHIN "H" PORTION OF

"CH" STUD, AND 3" SOUND

ATTENUATION BLANKETS IN STUD

SPACE. EXTEND STUDS, BOARD,

AND SOUND BLANKETS FULL

HEIGHT TO DECK ABOVE.ATTACH

TO STRUCTURE ABOVE W/

VERTICAL SLIP CONNECTIONS. SEE

PARTITION NOTES THIS DWG.

TYPE F6 STC = 53

1 HOUR SHAFT WALL

UL# U415 SYSTEM A

1 LAYER OF 5/8" TYPE "X" GYPSUM

WALLBOARD ON ONE SIDE OF 6" 2O

GA. METAL CH STUD AT 16" O.C.

MAX., AND ONE LAYER OF 1" TYPE

"X" GYPSUM LINER PANEL

INSERTED WITHIN "H" PORTION OF

"CH" STUD, AND 5" SOUND

ATTENUATION BLANKETS IN STUD

SPACE. EXTEND STUDS, BOARD,

AND SOUND BLANKETS FULL

HEIGHT TO DECK ABOVE.ATTACH

TO STRUCTURE ABOVE W/

VERTICAL SLIP CONNECTIONS. SEE

PARTITION NOTES THIS DWG.

1. PARTITION TYPES ARE INDICATED ON THE ARCHITECTURAL FLOOR PLAN OR PARTITION PLAN. THE TYPICAL PARTITION TYPE IS WALL TYPE "A1" UNLESS INDICATED OTHERWISE ON ARCHITECTURAL FLOOR PLAN OR PARTITION PLAN. TYPICAL WALL TYPES ARE NOT ALL SHOWN ON PLAN.

2. BUILD PARTITIONS IN ACCORDANCE WITH PARTITION SCHEDULE AND DESIGN REFERENCED. REFERENCES ARE TO LATEST EDITION OF GYPSUM ASSOCIATION (GA) FIRE RESISTANCE DESIGN MANUAL, OR TO UNDERWRITERS LABORATORY (UL) FIRE RESISTANCE DIRECTORY.

3. ALL WALLBOARD IS TO BE TYPE "X" UNLESS NOTED OTHERWISE. SEE NOTE 10 FOR ADDITIONAL INFORMATION.

4. PARTITION TYPES INDICATED ARE CONTINUOUS TO A CORNER OR AN INTERSECTING PARTITION UNLESS INDICATED OTHERWISE. WHERE PARTITIONS OF DIFFERENT

THICKNESSES MEET MAINTAIN A FLUSH SURFACE ON THE SIDE WHERE FACES ARE STRAIGHT AND CONTINUOUS UNLESS NOTED OTHERWISE.

5. METAL STUD GAUGES SCHEDULED ARE THE MINIMUM REQUIRED AND MAY BE INCREASED BY SPECIFICATIONS TO ACCOMMODATE LOADS, FINISHES, OR UNBRACED

CEILING HEIGHT LIMITS. DO NOT CONSIDER CEILING SYSTEM(S) AS A PARTITION BRACING ELEMENT.

6. SOUND ATTENUATION BATT (SAB) IS TO BE PLACED IN ALL PARTITIONS WHICH ENCLOSE A ROOM UNLESS NOTED OTHERWISE.

7. WOOD AND PLYWOOD BLOCKING TO BE FIRE RETARDANT TREATED (FRT).

8. EDGES OF GYPSUM WALL BOARD (GWB) LEFT EXPOSED TO VIEW OR ABUTTING DISSIMILAR MATERIAL SHALL BE FINISHED WITH METAL "L" BEAD TRIM AND COMPOUND

UNLESS NOTED OTHERWISE.

9. SCHEDULING OF A PARTITION DESIGN WHICH CARRIES A FIRE RATING DOES NOT IMPLY A FIRE SEPARATION FUNCTION FOR THAT PARTITION. LOCATIONS OF FIRE AND

SMOKE PARTITIONS ARE INDICATED ON THE RATED PARTITION PLAN (SHEET A002)

10. PARTITION SCHEDULE IS BASED ON USE OF GYPSUM WALL BOARD (GWB) BUT FACING BOARD MAY VARY. IN LIEU OF GWB:

A. USE CEMENTITIOUS BACKER BOARD (CBB) WHERE CERAMIC TILE IS SCHEDULED - WHERE CERAMIC TILE IS NOT FULL HEIGHT, INSTALL CEMENTITIOUS BACKER

BOARD TO TOP OF TILE WITH MOISTURE RESISTIANT BOARD ABOVE

B. USE GYPSUM LATH BOARD (BLUE BOARD) WHERE VENEER PLASTER IS SCHEDULED

C. USE MOISTURE RESISTANT BOARD (MR) AT ALL ALL LOCATIONS WITHING 4'-0" OF A PLUMBING FIXTURE INCLUDING ADJACENT SIDE WALLS.

D. SEE FINISH SCHEDULE AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS PARTICULARS.

11. ALL FIRE RATED WALL AND FLOOR PENETRATION MUST COMPLY WITH ASTM-E814

12. ALL DOOR OPENINGS SHALL BE 4" FROM A PERPENDICULAR PARTITION TO OUTSIDE FACE OF FRAME, UNLESS NOTED OR DETAILED OTHERWISE.

13. ALL PARTITIONS, INCL. STUDS, BOARD, SOUND ATTENUATION BLANKETS, ETC. TO EXTEND FROM TOP OF FLOOR SLAB TO UNDERSIDE OF CONCRETE SLAB ABOVE

UNLESS OTHERWISE NOTED.

14. CONTRACTOR SHALL CLOSE OFF ANY VOIDS LEFT AS A RESULT OF ANY REMOVALS AND NEW CONSTRUCTION AS WELL AS INFILL OF ANY EXISTING VOIDS IN NEWLY

DESIGNATED FIRE RATED PARTITIONS. ALL PATCHES SHALL MATCH AND ALIGN WITH SURROUNDING MATERIALS AND SHALL BE IN ACCORDANCE WITH OHIO BUILDING

CODE.

15. CONTRACTOR SHALL SEAL AROUND ALL MECHANICAL, ELECTRICAL, AND PLUMBING ELEMENTS WHERE THEY PENETRATE FLOORS, WALLS, AND HORIZONTAL OR VERTICAL ASSEMBLIES, INCLUDING PENETRATIONS OCCURING ABOVE CEILINGS OR IN OTHERWISE CONCEALED SPACES.

16. ALL NEW MASONRY WORK INCLUDING NEW PARTITIONS, INFILL AND PATCHING; MATCH EXISTING COURSING AND TOOTH IN WITH EXISTING ADJ. CONSTRUCTION.

17. NO EXISTING FIREPROOFING IS TO BE REMOVED FROM EXISTING BUILDING STRUCTURE FOR ANY NEW INSTALLATION FOR ANY REASON.

18. IN AREAS OF TOILET ROOMS AND OTHER PLUMBING FIXTURES SUCH AS MOP BASINS, SINKS, SHOWERS, TOILETS, ETC. A TYPE 'X' MOISTURE RESISTANT GYPSUM

WALLBOARD SHALL BE USED FOR THE WALL CONSTRUCTION. WHERE CERAMIC TILE IS SCHEDULED; CEMENTITIOUS BOARD SHALL BE USED FOR THE WALL

CONSTRUCTION.

19. UNLESS NOTED, THE CONNECTION AT THE TOP OF THE PARTITION TO THE STRUCTURE ABOVE MUST ALLOW FOR 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. AT FIRE RATED METAL STUD PARTITIONS, THE TOP CONNECTION MUST BE A FIRE STOP CONNECTION THAT ALLOWS 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. HOLD GYPSUM WALL BOARD AND METAL STUDS 1" FROM THE BOTTOM OF THE STRUCTURE ABOVE. DO NOT SCREW-ATTACH VERTICAL STUDS OR GYPSUM WALL BOARD TO THE TOP TRACK. INSTALL BRIDGING 12" MINIMUM FROM THE TOP OF THE STUDS.

PARTITION NOTES:

D E

C K

A B

O V

E

C E

IL

IN

G

5/8" 3 5/8" 5/8"

4 7/8"

6"

C E

IL

IN

G

5/8" 3 5/8" 5/8"

4 7/8"

5/8" 5/8" 5/8" 5/8"

C E

IL

IN

G

5/8" 6" 5/8"

7 1/4"

6" 5/8" 5/8" 6" 5/8"

7 1/4"

6 1/8" 5/8"

D E

C K

A B

O V

E

D E

C K

A B

O V

E

D E

C K

A B

O V

E

D E

C K

A B

O V

E

D E

C K

A B

O V

E

D E

C K

A B

O V

E

D E

C K

A B

O V

E

2 1/2" 5/8"

3 1/8"

1 5/8" 5/8"

2 1/4"

7/8" 5/8"

1 1/2"

5/8" 3 5/8" 5/8"

4 7/8"

5/8" 6" 5/8"

7 1/4"

5/8"

5/8"

3 5/8"

5/8"

5/8"

6 1/8"

5/8"

5/8"

6"

5/8"

5/8"

8 1/2"

1" 3" 5/8"

4 5/8"

1" 5" 5/8"

6 5/8"

1" 3"

5/8"

5/8"

5 1/4" 7 1/4"

1" 5"

5/8"

5/8" 7 5/8" 7 5/8" 7 5/8"

C E

IL

IN

G 6"

C E

IL

IN

G

C E

IL

IN

G

6"

C E

IL

IN

G

6"

D E

C K

A B

O V

E

D E

C K

A B

O V

E

D E

C K

A B

O V

E

D E

C K

A B

O V

E

D E

C K

A B

O V

E

D E

C K

A B

O V

E

D E

C K

A B

O V

E

D E

C K

A B

O V

E

D E

C K

A B

O V

E

6 5/8" 6 3/4"

TYPE A7

ONE LAYER OF 5/8" GYPSUM

WALLBOARD OUTSIDE OF ROOM

AND 1 LAYERS OF ABUSE

RESISTANT GYPSUM BOARD ON 3/4"

FRT PLYWOOD AT PSYCH ISOLATION

ROOM SIDE ON 3-5/8" 20 GA., METAL

STUDS @ 16" O.C. WITH 3" SOUND

ATTENUATION BLANKETS IN STUD

SPACE. EXTEND STUDS, BOARD,

AND BLANKETS FULL HEIGHT TO

DECK ABOVE. ATTACH TO

STRUCTURE ABOVE W/ VERTICAL

SLIP CONNECTIONS. SEE PARTITION

NOTES THIS DWG.

D E

C K

A B

O V

E

5/8" 4 1/2"

5 1/8"

TYPE C2

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE OF 2

1/2" 20 GA. METAL STUDS @ 16" O.C.

WITH 2" SOUND ATTENUATION

BLANKET IN STUD SPACE. FILL ANY

VOIDS AT WINDOW OPENINGS,

CROSS BRACING, ETC WITH FRT

PLAYWOOD PRIOR TO INSTALLING

SOUND BLANKETS. EXTEND STUDS,

BOARD AND SOUND BLANKETS FULL

HEIGHT TO DECK ABOVE. ATTACH

TO STRUCTURE ABOVE. SEE

PARTITION NOTES THIS DWG.

D E

C K

A B

O V

E

2 1/2" 5/8"

3 1/8"

TYPE C3

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE

OF 2 1/2" 20 GA. METAL STUDS

@ 16" O.C. WITH 2" SOUND

ATTENUATION BLANKET IN

STUD SPACE. EXTEND STUDS,

BOARD AND SOUND

BLANKETS FULL HEIGHT TO 6"

ABOVE FACE OF CEILING.

ATTACH TO STRUCTURE

ABOVE W/ CROSS BRACING.

SEE PARTITION NOTES THIS

DWG.

2 1/2" 5/8"

3 1/8"

C E

IL

IN

G

C E

IL

IN

G FRT PLYWOOD

ONLY WHERE

REQUIRED TO

INFILL VOIDS

6"

NOTE: ITEMS SHOWN HERE SHALL BE MOUNTED AT THE HEIGHT INDICATED HERE

UNLESS NOTED OTHERWISE FOR AN ITEM IN A SEPARATE DETAIL

MIN

1'-6"

TYPICAL ACCESSIBLE TOILET ROOM

COMB. TOWEL

DISPENSER/

WASTE

RECEPTACLE

PAPER TOWEL

DISPENSER (PTD)

LIQUID SOAP

DISPENSER (SD)

5' -0

BABY

CHANGING

STATION

2' -6

"3' -6

3' -8

6" 3'-0"

(O R

0"

M

IN

A

B O

V

C

O U

N T

E R

T O

P

RIM

RIM

RIM

RIM

URINAL WALL HUNG

LAVATORY

ACCESSIBLE

URINAL

FLUSHING RIM

SERVICE SINK W/

GRAB HANDLES

2' -1

0"

WATER

COOLER

ADA

2' -6

1' -5

2' -0

FLUSH CONTROLS SHALL BE

LOCATED ON THE OPEN SIDE

OF THE WATER CLOSET

T Y

P . A

LL

LO

C

A T

IO

N

S

2' -1

0"

TOP OF

SEAT

ACCESSIBLE

TOILET

to

9"

T P

D

1' -7

M

IN3'

-4

3' -0

3'-6" 1'-0"

7 TO 9"

LIGHT

SWITCH

ELECTRICAL

ABOVE 36" HIGH

COUNTER

ELECTRICAL

ABOVE 30" HIGH

COUNTER

THERMOSTATELECTRICAL

OUTLET

WALL

PHONE/

INTERCOM

CL

CLOCK COAT /

ROBE

HOOK

FIRE EXTINGUISHER

CABINET

7' -0

" CL

3' -8

COAT HOOK TYP. ON

OFFICES

ROBE HOOK TYP. ON

PATIENT/STAFF TOILET

ROOMS

SWITCH

LOCATION TYP

ALL DOORS

6"

SHARPS

CONTAINER

3' -2

HANDRAIL

WHERE

APPLICABLE

INTERNATIONAL

ACCESSIBILITY

SIGN WHERE

APPLICABLE

HANDRAIL

WHERE

APPLICABLE5'

-0

9"

2" 2"

NURSE CALL MEDICAL

GASES

CODE RED

CODE BLUE

NURSE CALL

(3 GANG BOX)

TV, AWARIX

MONITOR,

ETC. 6'

-6

4' -6

1' -6

" 3' -2

3' -8

4' -0

4' -0

4' -2

3' -0

3'-6"

4' -2

4' -0

A C

C E

S S

IB

LE

4' -0

4' -6

5' -0

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

VA NORTHERN

INDIANA

HEALTH CARE

SYSTEM

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

C H A M P L I N A R C H I T E C T U R E

720 East Pete Rose Way Suite 140 Cincinnati OH 45202 513-241-4474 www.thinkchamplin.com

#610-19-103

Marion, IN

REMODEL 1ST FLOOR, BUILDING 138

03/20/2023

FINAL BID DOCUMENTS

138NOT FOR CONSTRUCTION

Page Number

C U s e rs \b w e tz e l\ D o c u m e n ts \M a ri o n

V A

M C

A rc h

R b ri a n n a .w e tz e l.

rv t

/1

/2

:5

:0

A

M

GI001

ABBREVIATIONS, SYMBOLS, PARTITION

TYPES

MM BFW

SYMBOLS & ANNOTATIONSABBREVIATIONS

PARTITION TYPES

TYPICAL MOUNTING HEIGHTS

Revisions: Date:

35% ISSUANCE 04/28/2021

65% ISSUANCE 03/23/2022

95% ISSUANCE 05/04/2022

FEC

F E

C

F E

C

F E

C

9 69043

8 72457

391 9 96134

9 69061

8 72457

391 9 96126

8 72457

9 96134

8 72457

391 9 96126

F E

C

H

R F

B -A

H

R F

B -A

1HR FB-A 1HR FB-A

1HR FB-A

1HR FB-A

1HR FB-A

1HR

H

R

S

B

0SB

S

B

H

R H

R

2HR 2HR

2HR 2HR

H

R

2HR 2HR

2HR

H

R

2HR

H

R

H

R -A

H

R -A

H

R -A

H

R -A

H

R -A

H

R -A

H

R -A

H

R -A

H

R -A

2HR-A

H

R -A

2HR-A

H

R -A

H

R -A

2HR-A

2HR-A

2HR-A

2HR

H

R

H

R

2HR-A

2HR-A

H

R

2HR-A 2HR-A

2HR

H

R

2HR

H

R -A

H

R

H

R -A

1HR FB-A

2HR2HR 2HR2HR2HR

H

R H

R

H

R H

R H

R H

R

H

R H

R

2HR

2HR 2HR2HR 2HR

2HR

2HR2HR

H

R

H

R

H

R F

B -A

H

R F

B -A

H

R F

B -A

1HR FB-A1HR FB-A

H

R -A

H

R

H

R

H

R

H

R

2HR

2HR

2HR

1HR 1HR1HR 1HR 1HR

1HR

1HR

H

R

H

R

1HR 1HR

1HR

1HR

1HR 1HR1HR

H

R

1HR

H

R

1HR

H

R

1HR

H

R

1HR

H

R H

R

2HR-A

2SB

2HR

1HR FB-A

0SB

1HR

BUILDING 172

DOWN

UP

UNIT A

UNIT C

UNIT B

1HR FB-A

1HR FB-A

1HR FB-A

FEC

F E

C

F E

C

103'-0"

-4

152'-0"136'-6"149'-6"

F E

C

FEC

FEC FEC

F E

C

FEC

132'-4"

144'-0"

FE

FE

ACCESS POINT TO EXIT DISCHARGE OR PUBLIC WAY

ACCESS POINT TO EXIT ENCLOSURE OR HOIZONTAL EXIT

1 HOUR FIRE-RESISTANCE RATED FIRE BARRIER, SHAFT WALL

2 HOUR FIRE-RESISTANCE RATED FIRE BARRIER

2 HOUR FIRE-RESISTANCE RATED, SHAFT WALL

2 HOUR FIRE-RESISTANCE RATED SMOKE BARRIER

PARTITIONS TO BE FIRE RATED, SMOKE RESISTANT OR BOTH FIRE AND SMOKE

RESISTANT AS INDICATED GRAPHICALLY ON PLANS.

THIS PROJECT HAS BEEN DESIGNED UNDER THE CURRENT REQUIREMENTS OF

THE APPLICABLE CODES AND STANDARDS:

- INTERNATIONAL BUILDING CODE

- NFPA 101 LIFE SAFETY CODE

- ARCHITECTURAL BARRIERS ACT AND VA PG-13 BARRIER FREE DESIGN

- US DEPARTMENT OF VETERANS AFFAIRS DESIGN MANUALS & STANDARDS

SMOKE BARRIER (NON RATED)

FIRE EGRESS TRAVEL PATH WITH DISTANCES.

COMMON PATH OF TRAVEL DOES NOT EXCEED

100' AT ANY LOCATION WITHIN AREA OF WORK.

XX'-X"

FIRE EGRESS TRAVEL PATH WITH DISTANCES

FEC

GREY HATCH INDICATES REGIONS OF BUILDING

OUTSIDE OF AREA OF WORK FOR THIS PROJECT.

1 HOUR FIRE-RESISTANCE RATED FIRE BARRIER

Codes and Regulations:

Information in this code summary is in reference to the 2012 International Building Code (IBC), with the 2014 Indiana Building Code amendments.

Other applicable codes include:

• Architectural Barriers Act & VA PG18-13 Barrier Free Design

• US Department of Vertans Affairs Design Manuals & Standards

• Indiana Building Code, 2014 edition

• International Building Code, 2018 edition

• NFPA 101 Life Safety Code, National Fire Protection Association

• NFPA Fire Codes with the exception of NFPA 5000 and NFPA 900, National Fire Protection Association

• OSHA Standards

• Safety Code for Elevators and Escalators, A 17.1, American Society of Mechanical Engineers (ASME)

Building Use Group: B, Business

Construction Type: Type 1B

Construction Type: requires the following ratings:

• Structural frame: 2 hrs.

• Floor Construction: 2 hrs.

• Roof Construction: 2 hrs.

• Vertical Exit Enclosures 2 hrs. when connecting 4 or more stories

• Shaft Enclosures (Section 707) 2 hrs. when connecting 4 or more stories

Automatic Sprinkler System: Building is fully sprinklered.

Occupant Load: First Floor Footprint: 34,889 sf = 349 occupants/floor Phase 1: 4,648 sf = 47 occupants Phase 2: 2,460 sf = 25 occupants Phase 3: 3,260 sf = 33 occupants Total Area of project: 10,368 sf = 104 occupants

Number of Exits required per floor: 2

Means of Egress Door Width (Section 1010.1):

Institutional doors: 41.5" clear All other doors: 32" clear

Common path of Travel: 100ft. (max)

Exit Access Travel Distance : 300ft. (max.)

Dead End Corridor (Section 1020.4): 50ft.

Plumbing Fixture Requirements:

• Toilets, B occupancy - 1 per 25 for first 50, 1 per 50 for remainder

• Lavatories, B occupancy - 1 per 40 for first 80, 1 per 80 for remainder

• Drinking fountains - 1 per 100

• 1 service sink

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

VA NORTHERN

INDIANA

HEALTH CARE

SYSTEM

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

C H A M P L I N A R C H I T E C T U R E

720 East Pete Rose Way Suite 140 Cincinnati OH 45202 513-241-4474 www.thinkchamplin.com

#610-19-103

Marion, IN

REMODEL 1ST FLOOR, BUILDING 138

03/20/2023

FINAL BID DOCUMENTS

138NOT FOR CONSTRUCTION

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LIFE SAFETY PLAN, CODE INFO

MM BFW

1/16" = 1'-0"GI002

1 LIFE SAFETY PLAN

LEGEND - RATED WALL PLAN

BUILDING CODE INFORMATION

Revisions: Date:

35% ISSUANCE 04/28/2021

65% ISSUANCE 03/23/2022

95% ISSUANCE 05/04/2022

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PHASE 1A - BUILD TEMPORARY ELECTRICAL AND DATA CLOSETS. COORDINATE AFTER HOURS SHUTDOWN

FOR SWITCH OVER TO NEW SERVICES FOR EXISTING AREAS OF FLOOR OUTSIDE OF GENERAL

CONSTRUCTION SCOPE FOR THIS PROJECT.

PHASE 1B - RENOVATE URGENT CARE AREA, PRIMARY CARE EAST PACT, WELCOME CENTER OFFICES, AND COMMONAREAS FOR SHARED BREAKROOM & HAC/ELEC/OIT ROOMS. AMBULANCE GARAGE WILL NOT HAVE ACCESS INTO BUILDING DURING THIS PHASE. MAINTAIN ACCESS THRU MAIN NORTH/SOUTH CORRIDOR AT ALL TIMES. MAINTAIN ACCESS TO STAIRWELL 3 FOR BUILDING EGRESS AT ALL TIMES, WITH MINIMUM 3' CLEAR.

COMPLETE NEW WALLS AND DOORS AT CORRIDOR ASAP SO THAT CONSTRUCTION BARRIERS MAY BE REDUCED

FOR DURATION OF PHASE.

PHASE 2 - RENOVATED FRONT WAITING AREA, LOBBY, AND CORRIDORS. NEW FINISHES IN CORRIDOR AREAS WITH ACCESS MAINTAINED DURING OPERATIONAL HOURS. WORK MAY OCCUR CONCURRENT WITH

PHASE 1 OR 2 BUT NEEDS TO BE COORDINATED WITH COR.

OUTSIDE OF SCOPE OF WORK

PHASING LEGEND

PHASE 1B

PHASE 1B

PHASE 1A

PHASE 2

VA Marion, Bldg 138, URGENT CARE

1. PRIOR TO START OF WORK ON EACH PHASE, THE VA WILL TEMPORARILY RELOCATE STAFF AND

DEPARTMENTS TO VACANT AREA WITHIN THE BUILDING COMPLEX.

2. REFERENCE VAMC STANDARD ICRA DRAWING SHEET(S) FOR ADDITIONAL INFECTION CONTROL INFORMATION, TEMPORARY PARTITION CONSTRUCTION AND MONITORING OF NEGATIVE AIR PRESSURE.

3. FOLLOW GUIDELINES ON INFECTION CONTROL RISK ACCESSMENT DRAWINGS, (IC SHEETS) AT ALL TIMES.

4. PHASE 1A WILL REQUIRE NEW POWER, PHONE AND DATA CONNECTIONS TO AREAS OUTSIDE OF THE

SCOPE OF THIS PROJECT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL

SHUTDOWNS WITH VA FACILITIES STAFF.

5. DASHED LINES ON PLAN INDICATE APPROXIMATE LOCATIONS OF TEMPORARY BARRIERS REQUIRED IN PUBLIC AREAS. THE GC TO LOCATE TEMP PARTITIONS AT THEIR DISCRETION WITH A MINIMUM 4'-0" CLEAR EGRESS PATH MAINTAINED AT FOR PUBLIC CIRCULATION AT CORRIDOR C106. SEE ICRA DRAWINGS. STICKY WALK-OFF MATT WILL BE REQUIRED AT ALL ACCESS POINTS IN EACH PHASE. PRESSURE MONITORING

WITH LOGS ARE REQUIRED AS INDICATED ON ICRA DRAWINGS.

6. PARTITIONS AND DOORS AT MAIN NORTH/SOUTH CORRIDOR TO BE COMPLETED TO INSURE BARRIERS ARE

REMOVED ASAP.

7. WHEN WORK IS REQUIRED ABOVE CEILING IN MAIN NORTH/SOUTH CORRIDOR DURING PHASE 1A, 1B AND 2, THE BARRIER MUST BE IN PLACE OR WORK MUST OCCUR AFTER HOURS.

8. AFTER MAIN BARRIER IS REMOVED, A MODIFIED BARRIER WILL BE REQUIRED AT CORRIDOR C105 AND WAITING 132 FOR DURATION OF PHASE AT PROVIDE SECURITY AND NEGATIVE AIR PRESSURE TO AREA OF

CONSTRUCTION.

9. PHASE 3 WORK OCCURS IN THE PUBLIC CORRIDORS AND WILL OCCUR OUTSIDE OF GENERAL HOURS OF OPERATION. COORDINATE ALLOWED ACCESS TIMES WITH VA FACILITIES. ALL AREAS MUST BE CLEANED

AND MAINTAINED DAILY TO INSURE SAFE AND SECURE PATH OF EGRESS DURING WORK HOURS.

10. MAINTAIN ACCESS TO EGRESS PATH THROUGH STAIR S103 AT ALL TIMES. PHASE 1B CONSTRUCTION BARRIER INDICATED ON PLAN MAY OCCUR AFTER HOURS OR BE PHASED BEFORE OR AFTER OTHER MAIN

CORRIDOR WORK AT CONTRACTOR'S DISCRETION TO INSURE CLEAR ACCESS WITHOUT BLOCKING

EGRESS PATH.

11. NEW PARTITIONS INSTALLED AT CORRIDOR DURING PHASE 1 AND 2 TO RECEIVE NEW WALL FINISHES DURING THOSE PHASES TO INSURE PUBLIC AREAS ARE MAINTAINED IN GOOD CONDITION AT ALL TIMES.

12. WORK REQUIRED ON BASEMENT LEVEL AND 2ND FLOOR SHALL BE SCHEDULED TO OCCUR AFTER HOURS.

PHASING NOTES

*PHASE 1B CONSTRUCTION BARRIERS

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PHASE 1A CONSTRUCTION BARRIER

6'-0"

5' -1

6"

5' -1

" 7 1/

4"

*PHASE 1B CONSTRUCTION BARRIERS NOTE:

CONTRACTOR TO MAINTAIN ACCESS THROUGH THIS COORDIDOR THROUGHOUT CONSTRUCTION THUS

BARRIERS DURING THIS PHASE WILL NEED TO SHIFT TO ACCOMMODATE THIS AT TIMES.

BARRIER WHILE WORK WITHIN THE EAST AREA IS BEING WORKED ON

BARRIER WHILE WORK WITHIN THE WEST AREA IS BEING WORKED ON

CLOSE AND

LOCK THIS

DOOR LEAF

THROUGHOUT

PHASE 1B

CONSTRUCTION

REMOVE EXISTING

DOOR BEFORE THE

BARRIERS ARE

CONSTRUCTED, THEN

INSTALL BARRIER

DOOR ACCESS HERE

5' -7

PRIOR TO START OF WORK, TELEHEALTH TO BE RELOCATED OUT OF NW WING BY VA. URGENT CARE & WELCOME CENTER TO BE TEMPORARILY RELOCATED TO VACANT AREA WITHIN THE OVERALL PROJECT AREA.

PHASE 1A - BUILD TEMPORARY ELECTRICAL AND DATA CLOSETS.

PHASE 1B - RENOVATE URGENT CARE AREA, PRIMARY CARE EAST PACT, WELCOME CENTER OFFICES, AND

COMMONAREAS FOR SHARED BREAKROOM & HAC/ELEC/OIT ROOMS.

PHASE 2 - RENOVATED FRONT WAITING AREA, LOBBY, AND CORRIDORS. NEW FINISHES IN CORRIDOR AREAS WITH ACCESS MAINTAINED DURING OPERATIONAL HOURS. WORK MAY OCCUR CONCURRENT WITH PHASE 1

OR 2 BUT NEEDS TO BE COORDINATED WITH COR.

OUTSIDE OF SCOPE OF WORK

PHASING LEGEND

PHASE 1B

PHASE 2

PHASE 1B

PHASE 1A

CONSTRUCTION ACCESS/EGRESS ROUTE

CONSTRUCTION BARRIERS

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CLOSE AND

LOCK THIS

DOOR LEAF

THROUGHOUT

PHASE 1B

CONSTRUCTION

REMOVE

EXISTING DOOR

BEFORE THE

BARRIERS ARE

CONSTRUCTED,

THEN INSTALL

BARRIER DOOR

ACCESS HERE

*PHASE 1B CONSTRUCTION BARRIERS

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PHASE 1A CONSTRUCTION BARRIER

URGENT CARE = 2395 SF

PRIMARY CARE = 3084 SF

WELCOME CNTR = 443 SF

SHARED AREAS = 778 SF

BLDG CORIDOR = 3237 SF

OUTSIDE OF SCOPE

OF WORK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

VA NORTHERN

INDIANA

HEALTH CARE

SYSTEM

U.S. Department of Veterans Affairs

B

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E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

C H A M P L I N A R C H I T E C T U R E

720 East Pete Rose Way Suite 140 Cincinnati OH 45202 513-241-4474 www.thinkchamplin.com

#610-19-103

Marion, IN

REMODEL 1ST FLOOR, BUILDING 138

03/20/2023

FINAL BID DOCUMENTS

138NOT FOR CONSTRUCTION

Page Number

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PHASING PLANS AND DEPARTMENT

PLAN

MM BFW

1/8" = 1'-0"GI003

1 ICRA & PHASING PLAN - NEW WORK

1/16" = 1'-0"GI003

2 PHASING PLAN - DEMOLITION

1/16" = 1'-0"GI003

3 DEPARTMENT KEY PLAN

Revisions: Date:

35% ISSUANCE 04/28/2021

65% ISSUANCE 03/23/2022

95% ISSUANCE 05/04/2022

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THIS IS A

POST ICRA, ILSM, FIRE

INSPECTION SHEETS VISIBLE

TO PUBLIC

RESTRICTED AREA

AREA UNDER CONSTRUCTION

SUSPENDED PLASTIC ZIPPER WALL

CURTAIN BARRIER

PERSONNEL ENTERING MUST HAVE: HARD HAT, SAFETY GLASSES

AND PROPER I.D.

COMING SOON!!!

- DESCRIPTION OF NEWLY PROPOSED OCCUPANCY -

ICRA, ILSM, FIRE WATCH,

MISC. FORMS

FRAMED PICTURE OF

FRAMED COPY OF C.O.R.

CERTIFICATION

PAPER CADDY

INDICATOR MUST BE AT -0.01 OR GREATER (VERIFY

DAILY), IF NOT VERIFY ALL OPENINGS, SUCH AS DOORS,

ARE CLOSED AND/OR CHANGE OUT NEGATIVE AIR PRE-

FILTER.

C.O.R. WITH CONTACT

INFO

CONST. SUPERVISOR

NAME AND CELL

PHONE

CHILLER PLANT AFTER HOURS

CONTACT PHONE NUMBER FIRE

EMERGENCY DIAL 911

INDICATOR (REFER TO PLAN

& ELEVATION)

A P

P R

O X

. 4 " A

.F .F

1-HOUR FIRE BARRIER

THIS APPLIES TO 1.HOUR FIRE RATED OCCUPANCY SEPERATIONS, HAZARDOUS ROOM ENCLOSURES AND

STAIRWELLS 3 STORIES OR LESS.

WALL: WALL EXTENDS FROM FLOOR TO DECK ABOVE.

DUCTS: STEEL DUCT PENETRATIONS NOT REQUIRED TO BE PROTECTED BY FIRE DAMPERS.

PENETRATIONS: ALL NEW PENETRATIONS ARE SEALED WITH LISTED FIRESTOP MATERIALS FOR

PROTECTING 1.HOUR WALL ASSEMBLIES. WALL PENETRATIONS ARE REQUIRED TO BE

FILLED ON BOTH SIDES OF THE WALL. FLOOR PENETRATIONS ARE ONLY REQUIRED

TO BE FILLED ON THE TOP OF THE FLOOR.

DOORS: ALL DOORS REQUIRE THE FOLLOWING:

1. LABELED FRAMES (NFPA 80 4.2.1)

2. LABELED 3/4 OR 1.HOUR DOOR (NFPA 80 4.3.1)

3. MAXIMUM 100 SQ. IN. WINDOW (NFPA 80 TABLE 4.4.5)

4. POSITIVE LATCHING (NFPA 80 6.4.1.4)

5. SELF CLOSING OR AUTOMATIC CLOSING (NFPA 80 4.4.5)

6. COORDINATING DEVICES REQUIRED (NFPA 80 6.4.1.2.1)

7. MAXIMUM 1/8" GAP (NFPA 80 6.3.1.7.3)

8. MAXIMUM 3/4" UNDERCUT (NFPA 80 4.8.4.1)

9. MAXIMUM 16" PROTECTIVE PLATE (NFPA 80 6.4.5.1)

10. SWING IN PRIMARY DIRECTION OF TRAVEL (NFPA 101 18/19.2.2.2)

11. PERIODIC INSPECTION AND TESTING SHALL BE PERFORMED AT LEAST ANNUALLY

(NFPA 80 5.2.4.1)

CODE CRITERIA:

CODE REQUIREMENTS ARE PRIMARILY BASED ON NFPA 101 . LIFE SAFETY CODE . 2018 EDITION. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFFERRENCED BY NFPA 101. SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE IDENTIFIED. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH NFPA 101 AS WELL AS TRHE IBC. NFPA 101 (OR DOCUMENTS REFERENCED OF NFPA 101) SHALL BE USED.

1. NFPA 101. LIFE SAFETY CODE . 2018 EDITION.

2. NFPA 10. STANDARD FOR PORTABLE FIRE EXTINGUISHERS . 2018 EDITION.

3. NFPA 13. STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS . 2019 EDITION.

4. NFPA 14. STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS . 2019 EDITION.

5. NFPA 20. STANDARD FOR THE INSTALLATION OF PUMPS FOR FIRE PROTECTION . 2019 EDITION.

6. NFPA 24. STANDARD FOR THE INSTALLATION OF PRIVATE SERVICE MAINS AND THEIR APPURENANCES . 2019 EDITION.

7. NFPA 70. NATIONAL ELECTRIC CODE . 2017 EDITION.

8. NFPA 80. STANDARD FOR FIRE DOORS . 2019 EDITION.

9. NFPA 90A. STANDARD FOR THE INSTALLATION OF ALL CONDITIONING AND VANTILATNG SYSTEMS . 2015 EDITION.

10. NFPA 241. STANDARD FOR SAFEGARDING CONSTRUCTION. ALTERATION AND DEMOLITION . 2019 EDITION.

11. NFPA 99. HEALTH CARE FACILITIES CODE . 2018 EDITION

12. NFPA 72. NATIONAL FIRE ALARM AND SIGNAGE CODE . 2019 EDITION.

13. NFPA 220. STANDARD FOR TYPES OF BUILDING CONSTRUCTION . 2018 EDITION.

14. VA FIRE PROTECTION DESIGN MANUAL . SEVENTH EDITION

15. VA PHYSICAL SECURITY DESIGN MANUAL FOR VA MISSION CRITICAL FACILITES . JANUARY 2015.

16. MASTER SPECIFICATION. TECHNICAL INFORMATION LIBRARY (TIL) . CURRENT VERSION

PHASE 1A - BUILD TEMPORARY ELECTRICAL AND DATA CLOSETS. COORDINATE AFTER HOURS SHUTDOWN

FOR SWITCH OVER TO NEW SERVICES FOR EXISTING AREAS OF FLOOR OUTSIDE OF GENERAL

CONSTRUCTION SCOPE FOR THIS PROJECT.

PHASE 1B - RENOVATE URGENT CARE AREA, PRIMARY CARE EAST PACT, WELCOME CENTER OFFICES, AND COMMONAREAS FOR SHARED BREAKROOM & HAC/ELEC/OIT ROOMS. AMBULANCE GARAGE WILL NOT HAVE ACCESS INTO BUILDING DURING THIS PHASE. MAINTAIN ACCESS THRU MAIN NORTH/SOUTH CORRIDOR AT ALL TIMES. MAINTAIN ACCESS TO STAIRWELL 3 FOR BUILDING EGRESS AT ALL TIMES, WITH MINIMUM 3' CLEAR.

COMPLETE NEW WALLS AND DOORS AT CORRIDOR ASAP SO THAT CONSTRUCTION BARRIERS MAY BE REDUCED

FOR DURATION OF PHASE.

PHASE 2 - RENOVATED FRONT WAITING AREA, LOBBY, AND CORRIDORS. NEW FINISHES IN CORRIDOR AREAS WITH ACCESS MAINTAINED DURING OPERATIONAL HOURS. WORK MAY OCCUR CONCURRENT WITH

PHASE 1 OR 2 BUT NEEDS TO BE COORDINATED WITH COR.

OUTSIDE OF SCOPE OF WORK

PHASING LEGEND

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DUST MAT (2'-0" X 3'-0")

PROVIDE TEMPORARY INFECTION CONTROL/DUST

CONTROL BARRIERS AT THIS LOCATION. REMOVE AFTER

CONSTRUCTION IS COMPLETED PER PHASE INDICATED.

*PHASE 1B CONSTRUCTION BARRIERS

P H

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PHASE 1A CONSTRUCTION BARRIER

CLOSE AND

LOCK THIS

DOOR LEAF

THROUGHOUT

PHASE 1B

CONSTRUCTION

REMOVE EXISTING

DOOR BEFORE THE

BARRIERS ARE

CONSTRUCTED, THEN

INSTALL BARRIER

DOOR ACCESS HERE

*PHASE 1B CONSTRUCTION BARRIERS NOTE:

CONTRACTOR TO MAINTAIN ACCESS THROUGH THIS COORDIDOR THROUGHOUT CONSTRUCTION THUS

BARRIERS DURING THIS PHASE WILL NEED TO SHIFT TO ACCOMMODATE THIS AT TIMES.

BARRIER WHILE WORK WITHIN THE EAST AREA IS BEING WORKED ON

BARRIER WHILE WORK WITHIN THE WEST AREA IS BEING WORKED ON

5' -7

5' -1

6"

5' -1

" 7 1/

4"

RELOCATE DUST MAT

WITH ACCESS

DOORS AS BARRIERS

SHIFT THROUGHOUT

CONSTRUCTION TO

MAINTAIN ACCESS

PLAN CONSTRUCTION NOTES

1. EGRESS DOOR ON HOLD MAGNETS. MAY CLOSE AND SECURED WITH BADGE ACCESS.

2. CONTRACTOR TO LABEL ABOVE CEILING ALL FIRE AND/OR SMOKE BARRIER WALLS

WITH RED STENCIL.

3. EMERGENCY EGRESS DOOR.

4. SECURED BADGE ACCESS DOOR WITH PUSH BUTTON RELEASE ON ONE SIDE.

5. ENSURE 1.HOUR SMOKE BARRIER IS CONSRTUCTED FLOOR TO DECK AND ALL PENETRATION

ARE FIRE STOPPED.

6. CARD READER BADGE ACCESS.

7. 1.HOUR FIRE BARRIER CONSTRUCTED FLOOR TO DECK AND ALL PENETRATIONS ARE

FIRE STOPPED.

8. 2.HOURS FIRE BARRIER AROUND SHAFTS HAVE ALL PENETRATIONS FIRE STOPPED

9. CONTRACTOR SHALL PROVIDE AND INSTALL A TEMPORARY WALL "TYPE A"

(DETAIL 3/GIOO4). PROVIDE A CLASS II SECURE BARRIER WITH ZIPPERED ACCESS DOOR

PER DETAIL 4/GI004. CONTRACTOR MAY MAKE USE OF EXISTING WALL AND DOOR AND

SEAL AROUND ALL WALLS AND DOORS TO PROVIDE AN EQUIVALENCY WITH REQUIREMENTS

OF A CLASS A TEMPORARY WALL. COORDINATE WITH THE COR.

10. CONTRACTOR TO PROVIDE CLASS II ROOM MEASURES FOR INFECTION CONTROL

AND LIFE SAFETY, PER DETAIL 5/GI004, AS PERTAINING TO THE PHASE OF WORK REQUIRED.

COORDINATE WITH COR.

11. PATH OF DEMOLITION/ TRASH REMOVAL FROM CONSTRUCTION AREA. ALL CONSTRUCTION

DEBRIS REMOVED AS PART OF DEMOLITION AND SHALL BE REMOVED IN ENCLOSED/ SEALED

CONTAINERS AND DISPOSED OF LEGALLY. FOLLOW THE INFECTION CONTROL RISK

ASSESSMENT (ICRA) REQUIREMENTS.

12. CONTRACTOR TO RELOCATE EXISTING UNDERGROUND WATER PIPING FOR WATER MAIN

IN PHASE ONE AND PRIOR TO PHASE TWO. SEE CIVIL AND FIRE PROTECTION DRAWINGS

FOR ADDITIONAL INFORMATION

13. CONTRACTOR TO PROVIDE AND INSTALL SEALANT AROUND GAPS AT ALL WALL PENETRATIONS

OF PIPING AND DUCTWORK NOTED. PATCH WITH FRAMING OR GYP BOARD MATCHING

WALL OR BULKHEADS FINISH WHERE CUTTING REQUIRES LARGER ACCESS FOR WORK.

MAINTAIN A WATER TIGHT CONDITION AT EXTERIOR WALLS AND SMOKE RATING AT INTERIOR

WALLS. PROVIDE JOINT SEALANT TYPE REQUIRED PER SPECIFICATION. COORDINATE

WITH EXISTING COR ON WORK PERCIEVED IN AREAS THAT REMAIN IN OPERATION.

6.PLY SOLID CORE FLUSH DOORS SHALL BE

SECURED, AND HAVE LIMITED, ZIPPERED ACCESS,

AND MASKED OFF / SEALED AND PROTECTED PER

INFECTION CONTROL REQUIREMENTS PRIOR TO

DEMOLITION AND FOR DURATION OF CONSTRUCTION.

COORDINATE EGRESS REQUIREMENTS WITH COR.

SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION

PROVIDE AND DISPLAY ICRA REQUIREMENT

DOCUMENTATION. COORDINATE WITH COR.

REQUIREMENT

ICRA

NO ENTRY

DUST BARRIER

F

IE

LD

V

E R

IF

Y

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S

F

IE

LD

V

E R

IF

Y

W A

LL

H

E

IG

H T

V A

R

IE

S

DECK ABOVE

INFECTION DUST CONTROL BARRIER SEALED TO

EXISTING FLOOR, CEILING WALL, & DOOR/ WINDOW FRAME

2"x2" SUSPENDED ACOUSTICAL CEILING

TEMPORARY CONSTRUCTION 1.HOUR RATED "SMOKE TIGHT" BARRIER,

INFECTION DUST CONTROL PARTITION: 4', 20 GA, METAL STUDS a 16" O.C.

SECURED TO FLOOR, CEILING, WALL & DOOR/WINDOW FRAME INTERSECTIONS

FOR STRUCTURAL STABILITY. WITH 1/2" GYP. DD. EA SIDE, WITH ALL JOINTS TAPED

AND SEALED FOR INFECTION DUST CONTROL (NOT INCLUDED), INSULATION

FOR SOUND CONTROL.

ALL TEMPORARY CONSTRUCTION BARRIER, INFECTION/ DUST CONTROL PARTITION(S)

SHALL BE SEALED TO EXISTING FLOOR, CEILING, WALL, AND DOOR/ WINDOW FRAME

CONSTRUCTION AS APPLICABLE. SEE SPECIFICATIONS.

6.PLY SOLID CORE FLUSH DOORS SHALL BE

SECURED, AND HAVE LIMITED, ZIPPERED ACCESS,

AND MASKED OFF / SEALED AND PROTECTED PER

INFECTION CONTROL REQUIREMENTS PRIOR TO

DEMOLITION AND FOR DURATION OF CONSTRUCTION.

COORDINATE EGRESS REQUIREMENTS WITH COR.

SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION

PROVIDE AND DISPLAY ICRA REQUIREMENT

DOCUMENTATION. COORDINATE WITH COR.

CLOSED FOR

CONSTRUCTION

CAUTION

THIS AREA CLOSED

OFF

EXIT

SEE ALTERNATIVE

EXITS

POST ICRA, LSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC.

FIRE EXTINGUISHER

ON PORTABLE FLOOR

BRACKET (MAY REQUIRE

MORE THAN ONE)

INDICATOR MUST BE AT .O1 OR GREATER

(VERIFY DAILY). IF NOT VERIFY ALL OPENINGS

SUCH AS DOORS ARE CLOSED AND/OR CHANGE

OUT NEGATIVE AIR PRE-FILTER.

PROVIDE STICKY MATS (CHANGED END OF SHIFT

OR MORE NECESSARY TO MAINTAIN CLEANLINESS).

CLASS II WORK ITEMS NOTES:

PRIOR TO ANY CONSTRUCTION

1. PROVIDE ACTIVE MEANS TO PREVENT AIRBOURNE 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. PLACE DUST MAT AT ENTRANCE AND EXIT WORK AREAS.

6. REMOVE OR ISOLATE H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED

DURING CONSTRUCTION

1. ALL CONSTRUCTION PERSONNEL MUST BE SCREENED DAILY AND FOLLOW THE REQUIREMENTS

OF THE VA INFECTION CONTROL GUIDELINES. CONSTRUCTION PERSONNEL WILL TAKE CARE TO AVOID CONTACT WITH PATIENTS AND STAY OUT OF THE PATIENT AREAS THAT ARE NOT PART OF THE WORK SITE.

2. CONSTRUCTION PERSONNEL WILL ONLY USE DESIGNATED ENTRY AND EXIT POINTS.

3. WIPE WORK SURFACES TO CONTROL DUST WHILE CUTTING.

4. WASTE THAT IS TO BE TRANSPORTED THROUGH OCCUPIED AREAS MUST BE CONTAINED IN TIGHTLY

COVERED CONTAINERS AND…