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Newcomb & Boyd www.bsalifestructures.com 3340 Peachtree Road NE, Suite 1800 Atlanta, GA 30326 ph 404.814.9090 fx 317.819.7288 TM JOSEPH MYNHIER REG.#013741 Copyright © 2013 Consulting Engineering Group Suite 525 303 Peachtree Center Avenue, NE Atlanta, Georgia 30303-1277 T 404 730-8400 F 404 730-8401 80 JESSE HILL JR DRIVE SE ATLANTA GA, 30303 ISSUED FOR CONSTRUCTION JUNE 27, 2016 17220005 CONSTRUCTION DOCUMENTS EYE CLINIC RENOVATION DRAWING INDEX ARCHITECTURE & INTERIORS ELECTRICAL FIRE PROTECTION FIRE ALARM A-100 3RD FLOOR EXISTING PLAN & 3RD FLOOR LIFE SAFETY PLAN, & ICRA NOTES A-101 3RD FLOOR DEMOLITION PLAN & ALTERNATES A-102 3RD FLOOR REFLECTED CEILING PLAN ARCH PLANS A-102 INTERIOR FINISH PLAN A-500 SCHEDULES, PARTITION TYPES, DETAILS A-600 INTERIOR ELEVATIONS A-601 INTERIOR ELEVATIONS A-800 DETAILS E-000 ELECTRICAL LEGEND E-100 ELECTRICAL POWER THIRD FLOOR DEMOLITION PLAN E-101 ELECTRICAL POWER THIRD FLOOR PLAN E-200 ELECTRICAL LIGHTING THIRD FLOOR PLAN E-300 ELECTRICAL SCHEDULES E-400 ELECTRICAL DETAILS FA-000 FIRE ALARM LEGEND AND DETAILS FA-101 FIRE ALARM THIRD FLOOR PLAN FP-000 FIRE PROTECTION LEGEND AND DETAILS FP-101 FIRE PROTECTION THIRD FLOOR PLAN M-000 HVAC LEGEND AND GENERAL NOTES M-100 HVAC THIRD FLOOR DEMOLITION PLAN M-101 HVAC THIRD FLOOR PLAN M-200 HVAC CONTROLS, SCHEDULES, DETAILS P-000 PLUMBING LEGENDS AND ABBREVIATIONS P-100 PLUMBING PRESSURE THIRD FLOOR DEMOLITION PLAN P-101 PLUMBING PRESSURE THIRD FLOOR PLAN P-200 PLUMBING WASTE THIRD FLOOR DEMOLTION PLAN P-201 PLUMBING WASTE THIRD FLOOR PLAN P-300 PLUMBING DETAILS MECHANICAL PLUMBING
Transcript

Newcomb&&&&Boyd

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800

Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

TM

JOSEPH MYNHIERREG.#013741

Copyright © 2013Consulting Engineering GroupSuite 525303 Peachtree Center Avenue, NEAtlanta, Georgia 30303-1277T 404 730-8400F 404 730-8401

80 JESSE HILL JR DRIVE SEATLANTA GA, 30303

ISSUED FORCONSTRUCTIONJUNE 27, 201617220005

CONSTRUCTION DOCUMENTS

EYE CLINIC RENOVATION

DRAWING INDEX

ARCHITECTURE & INTERIORS ELECTRICAL FIRE PROTECTION

FIRE ALARM

A-100 3RD FLOOR EXISTING PLAN & 3RD FLOOR LIFE SAFETY PLAN, & ICRA NOTESA-101 3RD FLOOR DEMOLITION PLAN & ALTERNATESA-102 3RD FLOOR REFLECTED CEILING PLAN ARCH PLANSA-102 INTERIOR FINISH PLANA-500 SCHEDULES, PARTITION TYPES, DETAILSA-600 INTERIOR ELEVATIONSA-601 INTERIOR ELEVATIONSA-800 DETAILS

E-000 ELECTRICAL LEGENDE-100 ELECTRICAL POWER THIRD FLOOR DEMOLITION PLANE-101 ELECTRICAL POWER THIRD FLOOR PLANE-200 ELECTRICAL LIGHTING THIRD FLOOR PLANE-300 ELECTRICAL SCHEDULESE-400 ELECTRICAL DETAILS

FA-000 FIRE ALARM LEGEND AND DETAILSFA-101 FIRE ALARM THIRD FLOOR PLAN

FP-000 FIRE PROTECTION LEGEND AND DETAILSFP-101 FIRE PROTECTION THIRD FLOOR PLAN

M-000 HVAC LEGEND AND GENERAL NOTESM-100 HVAC THIRD FLOOR DEMOLITION PLANM-101 HVAC THIRD FLOOR PLANM-200 HVAC CONTROLS, SCHEDULES, DETAILS

P-000 PLUMBING LEGENDS AND ABBREVIATIONSP-100 PLUMBING PRESSURE THIRD FLOOR DEMOLITION PLANP-101 PLUMBING PRESSURE THIRD FLOOR PLANP-200 PLUMBING WASTE THIRD FLOOR DEMOLTION PLANP-201 PLUMBING WASTE THIRD FLOOR PLANP-300 PLUMBING DETAILSMECHANICAL

PLUMBING

TO

LOBBY

OPEN

OPEN TO LOBBY

#7

CORRIDOR

CORRIDOR

HCT

HCT

HSK

S.U.

#22

#23

CORRIDOR

AUDIO

ABR

FAC

PEDS

SEC

AUDIO

AUDIO

COM

HCT

MED

COPIER

UNIT

MGR

ROOM

WORK

#57

WORK

RES/

WAITING

CLASSROOM

INV.

CORRIDOR

LOBBY

WAITING

RECPT.

INVESTIG.

ELEV

WAITING

CORRIDOR

#22

EXAM

CORRIDOR

EXAM

ELEC

COM

#23

RECPT.

HCT

HCT

#23

#23

NUR

S.U.

CORRIDOR

C.U.

EXAM

EXAM

EXAM

HCT

HCT

EXAM

WH

STRCH

HCT

HSK

STR

EXAM

LOUNGE

CONF.

W.

SOC

CORRIDOR

MED

FUND

EXAM

EXAM

UP

DN

UPDN

UPDN

FEC

FEC

LOBBY

ELEV

CLINIC BUILDING

ADDITION (PACKAGE 3)

TLT

INV.

TLT

CORRIDOR

STAIR 13

ELEV 9

ELEV 8

ELEV 4

ELEV 5

ELEV 7

ELEV 6

ELEV 3

ELEV 2

ELEV 1

DCL

STAIR 15

ELEV 10

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRT

CRTCRT

CRT

CRT

PS

FE

PS FE

PS

FE

FE

BREAKROOM

316

OCT.

318

PHYS.WORK 4

319

MANAGER

355

EXAM ROOM

308

DIAG.

314

DIAG.

315

DIAG.

333

DIAG.

334

DIAG.

335

DIAG.

337

CLEAN

336

MINORSURGERY

B-SCAN

342

SOILED

343

ELEC.

317

TLT

338

J/C

339

TLT

340

TLT

331

TLT

330

EXAM ROOM

309

LASER

323

EXAM ROOM

354

EXAM ROOM

353

EXAM ROOM

352

EXAM ROOM

351

EXAM ROOM

350

EXAM ROOM

349

EXAM ROOM

348

EXAM ROOM

347

EXAM ROOM

346

EXAM ROOM

328

EXAM ROOM

327

EXAM ROOM

326

EXAM ROOM

325

EXAM ROOM

324

EXAM ROOM

312

EXAM ROOM

311

EXAM ROOM

310

PHYS.WORK 1

345

OFFICE

332

PHYS.WORK 3

313

PHYS.WORK 2

329

EXAM ROOM

307

SWINGOFFICE

344

WAITING

301

TOIL.

303

CORRIDOR

305

TOIL.

304

CORRIDOR

306

CORRIDOR

320

CORRIDOR

341

CORRIDOR

322

CORRIDOR

321

TRAVEL DISTANCE 202'

TRAVEL DISTANCE 214'

STAIR 13 EXTERIORDISCHARGE , GROUND FLOOR

STAIR 14 DISCHARGE AT BASEMENTLEVEL, INTERIOR EGRESS CORRIDOR

1

XX

PROJECT INFORMATION:NAME: GRADY EYE CLINICADDRESS: 80 JESSE HILL JR DRIVE SE

ATLANTA, GA 30303PROJECT DESCRIPTION: RENOVATION TO 3RD FLOOR SUITE.

OWNER: GRADY HEALTHADDRESS: 80 JESSE HILL JR. DRIVE SE

ATLANTA, GA 30303

DESIGN PROFESSIONAL:ARCHITECT: BSA LIFESTRUCTURESADDRESS: 3348 PEACHTREE ROAD NE, SUITE 1460

ATLANTA, GA 30326CONTACT: JOSEPH I. MYNHIER 404-640-2682

[email protected]

CODE INFORMATION:2012 INTERNATIONAL BUILDING CODE WITH GEORGIA AMENDMENTS2012 INTERNATIONAL FIRE CODE WITH GEORGIA AMENDMENTS2012 INTERNATIONAL MECHANICAL CODE WITH GEORGIA AMENDMENTS2012 INTERNATIONAL PLUMBING CODE WITH GEORGIA AMENDMENTS2014 NATIONAL ELECTRICAL CODE2009 INTERNATIONAL ENERGY CONSERVATION CODE WITH GEORGIA SUPPLEMENTS AND AMENDMENTS2012 NFPA 101 - LIFE SAFETY CODE2010 ADA STANDARDS FOR ACCESSIBLE DESIGN2009 ICC ANSI A117.12014 FGI - GUIDELINES FOR DESIGN AND CONSTRUCTION OF

HOSPITALS AND OUTPATIENT FACILITIES.

BUILDING DATA (3RD K-WING ONLY):NO CHANGES FROM EXISITNG BUILDING DATA

RENOVATED AREA: 9,961 SQ. FT

OCCUPANCY: BCONSTRUCTION TYPE: TYPE IIFIRE COMPARTMENT AREA: 34,130FULL AUTO SPRINKLER SYSTEM YES

LIFE-SAFETY FEATURES:NO CHANGES WILL BE MADE TO THE EXISTING LIFE SAFETY FEATURES.ADDITIONAL EXIT LIGHTS AND EMERGENCY LIGHTS WILL BE ADDED ASREQUIRED BY CODE AS SHOWN IN THE LIFE SAFETY PLAN.

SPRINKLER SYSTEM THROUGH-OUTFIRE RATED SEPARATION WALLSFIRE RATED & SMOKE RESISTIVE CORRIDOR CONSTRUCTIONSMOKE DETECTORS & FIRE ALARM SYSTEMEMERGENCY LIGHTSEXIT LIGHTS

FIRE RESISTANCE RATING REQUIREMENTS:STRUCTURAL FRAME: 1 HOURBEARING WALLS:

EXTERIOR 1 HOURINTERIOR 1 HOUR

NON-BEARING WALL(S) + PARTITIONS:INTERIOR 0 HOURS

FLOOR CONSTRUCTION: 1 HOURSROOF CONSTRUCTION: 1 HOURSSHAFT ENCLOSURE: 2 HOURSEXIT CORRIDOR WALLS: 0 HOURS

CODE SUMMARY

COLUMN LINE

ROOM NAME DESIGNATION

ROOM NUMBER DESIGNATION

PLAN NOTE DESIGNATION

EXIT SYMBOLEXIT

ROOM

000

1

LIFE-SAFETY SYMBOLS LEGEND

WALL RATINGS

1-HOUR RATED FIRE BARRIER- (1H)

1-HOUR SMOKE BARRIER- (SB)

2-HOUR RATED FIRE BARRIER- (2H)

1-HOUR RATED FIRE + SMOKE BARRIER - (1HS)

2-HOUR RATED FIRE + SMOKE BARRIER - (2HS)

SMOKE PARTITION- (SP)

3K005

3K006

3K007

3K008

3K011

3K012

3K013

3K014

3K015

3K0183K021

3K022

3K024

3K025

3K026

3K027

3K028

3K031

3K032

3K033

3K034

3K047

3K0483K051

3K052

3K053

3K054

3K055

3K0653K0643K063

3K045

3K044

3K062 3K061 3K058

WAITING

3K002

CHARTSFILES

3K038

RECEPTION/ CASH.

3K0373K003

3K004

3K043

3K062 3K061 3K058

3K041

3K055

3K040

3K057

RECPT

3K042

RECPT

3K036

3K066

CORRIDOR

3K056

CORRIDOR

3K046

CORRIDOR

3K016

CORRIDOR

3K023

CORRIDOR

3K002

CORRIDOR

3K017

ICRMP NOTES

A. PRIOR TO CONSTRUCTION TO CONTRACTOR SHALL PERFORM ANINFECTION CONTROL RISK ASSESMENT TO DETERMINE THE SCOPE OFTHE ACTIVITY AND PROEJECT CLASS.

B. THE CONTRACTOR SHALL CREATE AND COORDINTE AN INFECTIONCONTROL RISK MANAGAMENT PLAN (ICRMP) WITH THE OWNER.

C. THE DETERMINED CLASS WILL DEFINE THE REQUIREMENTS AND SHALLINCLUDE THE REQUIRMENTS OF ALL LOWER CLASSES.

D. THE CONTRACTOR SHALL COMPLY WITH ALL THE OWNER'SREQUIREMENTS FOR ABOVE CEILING WORK THAT IS OUTSIDE THESCOPE OF WORK DEFINED IN THIS DOCUMENT.

E. THE CONTRACTOR SHALL SUBMIT THE LOCATION OF ALL TEMPORARYWALLS TO THE OWNER FOR APPROVAL.

F. THE CONTRACTOR SHALL COORDINATE THE SCEHDULE OF ALL PHASEDWORK WITH THE OWNER.

G. ALL DOOR THAT ACCESS AREAS OUTSIDE OF THE WORK AREA SHALL BESEALED , WELL MAINTAINED AND ANY DAMAGE REPAIRED IMMEDIATELYTO AVOID MIGRATION OF DUST INTO ADJOINING AREAS.

H. ALL TEMPORARY PARTITIONS SHALL MEET LOCAL CODE.I. ALL TEMPORARY CONSTRUCTION PARTITIONS SHALL BE LOCKED OR

SECURED AT ALL TIMESJ. THE CONTRACTOR SHALL MAINTAIN AL REQUIRED EXITS AND NFPA

INTERMINLIFE SAFETY MEASURES DURING CONSTRUCTION.

CLASS REQUIREMENTS

CLASS I

A. EXECUTE WORK BY METHODS TO MINIMIZE RAISNG DUST FROMCONSTRUCTION ACTIVITIES.

B. IMMEDIATELY REPLACE ANY CEILING TILE S DISPLACED FOR VISUALINSPECTION.

CLASS II

A. PROVIDE ACTIVE MEANS TO PREVENT AIR-BORNE DUST FROMDISPENSING INTO ATMOSPHERE.

B. WATER MIST WORK SURFACES TO CONTROL DUST WHILECUTTING.

C. SEAL UNUSED DOORS WITH DUCT TAPE.D. BLOCK AND SEAL AIR VENTS.E. WIPE WORK SURFACES WITH WET CLOTH.F. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORTING IN

TIGHTLY COVERED CONTAINERS.G. WET MOP AND/OR VACUUM BEFORE LEAVING WORK AREA.H. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA.I. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS

BEING PERFORMED.

CLASS III

A. NOTIFY/CONSULT GHS EPIDEMIOLOGY BEFORE CONSTRUCTIONBEGINS.

B. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TOPREVENT CONTAMINATION OF DUCT SYSTEM.

C. COMPLETE ALL CRITICAL BARRIERS BEFORE CONSTRUCTIONBEGINS (REFER TO CLASS II BARRIERS).

D. MAINTAIN NEGATIVE AIR PRESSURE WITHIN THE WORK SITEUTILIZING 95% EFFICIENT FINAL FILTER EQUIPMENT AIR HANDLINGUNITS.

E. WET MOP/VACUUM AREA DAILYF. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORTING IN

TIGHTLY COVERED CONTAINERS.G. COVER TRANSPORT RECEPTACLES AND CARTSH. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE

PROJECT IS THOROUGHLY CLEANED BY GHS ENVIRONMENTALSERVICES DEPARTMENT

I. REMOVE BARRIER MATERIAL S CAREFULLY TO MINIMIZESPREADING OF DIRT AND DEBRIS ASSOCIATED WITHCONSTRUCTION.

CLASS IV

A. NOTIFY/CONSULT GHS EPIDEMIOLOGY BEFORE CONSTRUCTIONBEGINS.

B. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TOPREVENT CONTAMINATION OF DUCT SYSTEM.

C. COMPLETE ALL CRITICAL BARRIERS BEFORE CONSTRUCTIONBEGINS (REFER TO CLASS II BARRIERS).

D. MAINTAIN NEGATIVE AIR PRESSURE WITHIN THE WORK SITEUTILIZING 95% EFFICIENT FINAL FILTER EQUIPMENT AIR HANDLINGUNITS.

E. SEAL ALL HOLES, PIPE CONDUITS, AND PUNCTURESAPPROPRIATELY

F. PERSONNEL MUST WEAR CLOTH OR PAPER COVERALLS THAT AREREMOVED EACH TIME THEY LEAVE THE WORK SITE.

G. ALL PERSONNEL ENTERING THE WORK SITE AREA REQUIRED TOWEAR SHOE COVERS. SHOE COVERS MUST BE CHANGES EACHTIME THE WORKER EXITS THE WORK SITE.

H. WET MOP/VACUUM AREA DAILYI. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORTING IN

TIGHTLY COVERED CONTAINERS.J. COVER TRANSPORT RECEPTACLES AND CARTSK. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE

PROJECT IS THOROUGHLY CLEANED BY GHS ENVIRONMENTALSERVICES DEPARTMENT

L. REMOVE BARRIER MATERIAL S CAREFULLY TO MINIMIZESPREADING OF DIRT AND DEBRIS ASSOCIATED WITHCONSTRUCTION.

AREA: EYE CLINIC CLASS III

4" HEPA FILTER ANDLAMINAR FLOWDIFFUSER

DUSTWALL

TERMINAL FILTER HOUSING

FLEXIBLE DUCT

DUST MACHINE

12" HEPA FILTER

2" PRE-FILTER

TERMINAL UNIT DIAGRAM (N.T.S.)

Newcomb&&&&Boyd

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2013Consulting Engineering GroupSuite 525303 Peachtree Center Avenue, NEAtlanta, Georgia 30303-1277T 404 730-8400F 404 730-8401

D:\

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6 11

:22:

27 A

M

17220005

JUNE 27, 2016

A100

THIRD FLOOR EXISITNGPLAN, LIFE SAFETY PLAN,AND ICRA NOTES

0000

ISSUED FORCONSTRUCTION

EYE CLINIC RENOVATION

1/16" = 1'-0"1

THIRD FLOOR LIFE SAFETY PLAN

GENERAL FINISH LIMITATIONS:

ALL FINISHED IN THIS PROJECT SHALL CONFORM TOTHE FOLLOWING REQUIREMENTS:A. EXITS AND ACCESS TO EXITS:

CLASS A OR B WALL AND CEILING FINISHESCLASS I OR II FLOOR FINISHES

B. ALL OTHER SPACESCLASS A,B, OR C WALL AND CEILING FINISHES

MEANS OF EGRESS:

PER 2012 NFPA LIFES SAFETY CODE

EGRESS CAPACITY AND COMPONENTS: REQ. PROVIDED

NUMBER OF EXITS (MIN) EXIST. (2) EXIST. (2)EXIT SEPERATION (MIN) EXIST. EXIST.COMMON PATH OF TRAVEL (MAX) N/A N/ATRAVEL DISTANCE (MAX) 300' 202'CORRIDOR WIDTH (MIN.) 44" 66"(MIN)

THIS PROJECT INCLUDES:

A MINOR RENOVATION OF THE 3RD FLOOR AREA K. THERENOVATION WILL CREATE (3) NEW EXAM ROOMS, ANOFFICE, A CLNICAL TRAILS ROOM, (4) NEW PHYSICIAN WORKAREAS, AND BREAK ROOM.

THE PROJECT CURRENTLY HAS A 1 HOUR FIRE SEPERATIONFROM ATRIUM AND A TWO HOUR FIRE SEPARATION FROMTHE ADJACENT BUSINESS USE FACILITY. ALL EXISTINGSEPARATIONS WILL REMAIN INTACT.

PROJECT / LIFE SAFETY NARRATIVE

1/8" = 1'-0"2

THIRD FLOOR EXISTING PLAN

NOTES- LIFE SAFETY PLAN* REFER TO SHEET A011 FOR GENERAL NOTES AND LEGENDS

1 EMERGENCY LIGHTING

MARK DATE DESCRIPTION

XX

GENERAL DEMOLITION NOTES

DEMOLITION SYMBOLS LEGEND

EXISTING COLUMN LINE

DEMOLITION NOTE DESIGNATION

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

EXISTING DOOR AND FRAME TO REMAIN

EXISTING DOOR AND FRAME TO BE REMOVED

EXISTING WINDOW AND FRAME TO REMAIN

EXISTING WINDOW AND FRAME TO BE REMOVED

1

A. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY PARTITIONS

AND TEMPORARY DOORS AS DEEMED NECESSARY BY THE

ARCHITECT, ENGINEER AND OWNER. THEY SHALL BE WELL

MAINTAINED AND ANY DAMAGE REPAIRED IMMEDIATELY TO AVOID

MIGRATION OF DUST INTO ADJOINING AREAS.

B. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK IN

OCCUPIED SPACES AND SHALL NOTIFY THE OWNER TWO WEEKS

PRIOR TO COMMENCING WORK. SUCH SPACES ARE TO REMAIN

OCCUPIED DURING DEMOLITION AND ALL WORK SHALL BE

PERFORMED IN SUCH A MANNER TO MINIMIZE DISRUPTIONS TO

OCCUPANTS. PROTECT EXISTING FLOOR FINISHES FROM

CONSTRUCTION TRAFFIC THROUGH OCCUPIED AREAS. EXISTING

WALL, FLOOR AND CEILINGS FINISHES TO REMAIN SHALL BE

PROTECTED AND ANY DAMAGE RESULTING FROM DEMOLITION WORK

SHALL BE REPAIRED.

C. WHEN DEMOLITION CAUSES DAMAGE TO FLOOR, WALL OR CEILING

SURFACES THAT WILL REMAIN EXPOSED IN THE FINISHED WORK,

SUCH DAMAGE SHALL BE REPAIRED AS REQUIRED TO RECEIVE NEW

FINISHES.

D. THE CONTRACTOR SHALL COVER AND PROTECT OWNER'S

EQUIPMENT WHICH CANNOT BE REMOVED FROM THE PROJECT

AREA.

E. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WITH ANY

PHASING REQUIRED TO COMPLETE THE WORK.

F. DEMOLITION FOR BUILDING SERVICES AND UTILITIES SHALL BE

PERFORMED BY THE TRADE RESPONSIBLE FOR THAT UTILITY. FOR

EXAMPLE, PLUMBING FIXTURES SHALL BE DEMOLISHED BY THE

MECHANICAL CONTRACTOR. OPENINGS FOR DEMOLISHED UTILITIES

SHALL BE INFILLED BY TRADE RESPONSIBLE FOR PIPING, DUCT OR

CONDUIT DEMOLITION. OPENINGS THROUGH FIRE-RATED

CONSTRUCTION SHALL BE PATCHED TO MATCH EXISTING

CONSTRUCTION OR BE FIRESTOPPED.

G. REMOVE EXISTING FLOOR AND BASE MATERIALS IN ALL AREAS

SCHEDULED TO RECEIVE NEW FLOOR AND BASE. REFER TO FINISH

DRAWINGS OR SCHEDULES. REMOVE FLOOR AND BASE ADHESIVES

AND PREPARE SURFACES AS REQUIRED TO RECEIVE NEW FINISHES.

MAKE DEMOLITION CLEAN AND COMPLETE IN A MANNER SUITABLE TO

ACCEPT NEW FINISHES AND/OR SURFACES.

H. REMOVE EXISTING WALL FINISHES ON ALL WALLS SCHEDULED TO

RECEIVE NEW FINISHES. REFER TO FINISH DRAWINGS FOR

LOCATIONS OF NEW FINISHES. REMOVE EXISTING WALL COVERINGS

AND ADHESIVES. PREPARE WALL SURFACES AS DETAILED IN

SPECIFICATIONS.

I. ALL EXISTING CEILING TILES AND GRID SCHEDULED TO BE

DEMOLISHED SHALL BE CAREFULLY REMOVED AND SALVAGED FOR

REUSE WHERE POSSIBLE IN AREAS SCHEDULED TO RECEIVE NEW

CEILINGS OR PATCH EXISTING CEILINGS AT NEW CONSTRUCTION.

1

7' - 8" +/-

VERIFY MULLION LOCATIONS

11' - 0" +/- 7' - 8" +/-

2

3

3

3

3

3

3 3

3

4 4 44

4

444

4

4

4 4 4

3

1 1

11

1

5

6 7

6 7

6 7

7

7

7

7 7 7

7

7

7

6

6

6

6

6

6

6

6

66

6

6

6

6

6

6

6

6

6 66

66

6 6 6 6

6

666

6

66

6

6

9

101010

10

11

11

11

11

11 12

12

12

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

REMOVE EXISTING COUNTER

TOP, SINK AND BASE

CABINETS - ALT. NO. 1

TYPICAL EXAM ROOM(SINK IN CASEWORK)

TYPICAL FOR EXAM ROOMS 328, 347, 349, 352,

353 AND 354. ALTERNATE HAND SIMILAR

REMOVE EXISTING

WALL MOUNTED SINK

ALT. NO. 2

TYPICAL EXAM ROOM(WALL MOUTED SINK)

TYPICAL FOR EXAM ROOMS 310, 311, 312, 323,

324, 325, 326, 327, 348, 350 AND 351.

3K005

3K006

3K007

3K008

3K011

3K012

3K013

3K014

3K015

3K0183K021

3K022

3K024

3K025

3K026

3K027

3K028

3K031

3K032

3K033

3K034

3K047

3K0483K051

3K052

3K053

3K054

3K055

3K0653K0643K063

3K045

3K044

3K062 3K061 3K058

WAITING

3K002

CHARTS

FILES

3K038

RECEPTION

/ CASH.

3K0373K003

3K004

3K043

3K062 3K061 3K058

3K041

3K055

3K040

3K057

RECPT

3K042

RECPT

3K036

3K066

CORRIDOR

3K056

CORRIDOR

3K046

CORRIDOR

3K016

CORRIDOR

3K023

CORRIDOR

3K002

CORRIDOR

3K017

PHASE 1

PHASE 2

PHASE 1

PHASE 3

17 EXAMROOMSAVAILIBLE

14 EXAMROOMSAVAILIBLE

16 EXAMROOMSAVAILIBLE

16 EXAMROOMSAVAILIBLE

Newcomb&&&&Boyd

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2013Consulting Engineering GroupSuite 525303 Peachtree Center Avenue, NEAtlanta, Georgia 30303-1277T 404 730-8400F 404 730-8401

D:\

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\172

2000

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_CE

NT

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2015

_JB

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r.rv

t

7/11

/201

6 9:

25:3

3 A

M

17220005

JUNE 27, 2016

A101

THIRD FLOORDEMOLITION PLAN,PHASING PLAN ANDALTERNATES

0000

ISSUED FORCONSTRUCTION

EYE CLINIC RENOVATION

NOTES- DEMOLITION PLAN1 REMOVE EXISTING VIEW WINDOW.

2 CUT AND REMOVE EXISTING HOLLOW METAL AND GLASS VIEW WINDOW

AS REQUIRED FOR INSTALLTION OF NEW DOOR WITH SIDE VIEW

WINDOWS.

3 REMOVE EXISTING DOOR AND FRAME.

4 REMOVE EXISTING CASEWORK.

5 REMOVE PORTION OF EXISTING PARTITION AS REQUIRED FOR

INSTALLATION OF NEW CONSTRUCTION.

6 REMOVE FLOOR FINISH AND BASE COMPLETELY. REFER TO INTERIOR

FINISH DRAWINGS.

7 CAREFULLY REMOVE CEILING AND GRID COMPLETELY AND SALVAGE FOR

REINSTALLATION

9 SALVAGE DEMOLISHED TILE FOR USE IN PATCHED AREAS. ONLY REMOVE

WHOLE TILES.

10 REMOVE FLOOR FINISH COMPLETELY

11 REMOVE WOOD GUARDRAIL COMPLETELY AND SALVAGE FOR REUSE.

12 DEMOLISH EXISTING TILE IN THIS AREA TO A JOINT LINE

1/8" = 1'-0"2

THIRD FLOOR DEMOLITION PLAN - BP1

1/4" = 1'-0"3

TYPICAL EXAM DEMOLITION - ALT. NO. 1 1/4" = 1'-0"

4TYPICAL EXAM DEMOLITION - ALT. NO. 2

1/8" = 1'-0"1

PHASING PLAN

MARK DATE DESCRIPTION

C R

CR

CR

C R

CR

CR

BREAKROOM

316

OCT.

318

PHYS.WORK 4

319

MANAGER

355

EXAMROOM

308

DIAG.

314

DIAG.

315

DIAG.

333

DIAG.

334

DIAG.

335

DIAG.

337

CLEAN

336

MINORSURGERY

B-SCAN

342

SOILED

343

ELEC.

317

TLT

338

J/C

339

TLT

340

TLT

331

TLT

330

PO

D 3

PO

D 4

PO

D 2

PO

D 1

EXAMROOM

309

LASER

323

(36 SEATS)

A600

A601

1

EXAMROOM

354

EXAMROOM

353

EXAMROOM

352

EXAMROOM

351

EXAMROOM

350

EXAMROOM

349

EXAMROOM

348

EXAMROOM

347

EXAMROOM

346

EXAMROOM

328

EXAMROOM

327

EXAMROOM

326

EXAMROOM

325

EXAMROOM

324

EXAMROOM

312

EXAMROOM

311

EXAMROOM

310

PHYS.WORK 1

345

A60113

A601 9 A600 12

A601 5

OFFICE

332

ORTHO WAITING AREA

8

A60115

14

A601 10

12

11

PHYS.WORK 3

313

PHYS.WORK 2

329

A600

6

A600

4

A600

11

EXAMROOM

307

A600

1

A6012

A600

5

A601

6

SWINGOFFICE

344

CORRIDOR

300

WAITING

301

TOIL.

303

CORRIDOR

305

TOIL.

304

CORRIDOR

306

CORRIDOR

320

CORRIDOR

341

CORRIDOR

322

CORRIDOR

321

A600 2A6002

301A

301B301C

302

305B

305A

307

308

309

316

318

332

344

355

356

A600 8

A600 8

1 2 2 1

A6007A600 7

3

A6003

4

4

4

4

45

5

6

6

6

5

13

4

5

13

A600 14

10

2 7

13

A601 7

8

A6013

4

5

44

9' -

7"

9' -

7"

3' - 6" 3' - 6"

2' -

4"

2' -

4"

4 4

4 1/

4"

8' - 9 1/8" 10' - 11 3/4" 2' - 2"

3' -

0"

6' -

0"

12' - 0" 3' - 0"

EQ

.3'

- 0

"E

Q.

6' -

4 7

/8"

1313

4

3' -

0"

4' -

0"

4

4

13

5' - 2" 3' - 0"

3' -

9"

6' -

9"

99

7' -

11"

10' -

8"

7' -

11"

3' -

0"

10' - 3" +/-

10

10

10

10

10

10

10

10

10

10

10

10 10

10

10

10

10

10

10

10

10

10

CLINCALTRIALS

356

4 4

6' - 6"6' - 6"

5

11

12

12

12

A601

16

RECEPTION/ CASH

302

8

14

1

A000 2

3

4

XX

ARCHITECTURAL SYMBOLS LEGEND

NEW COLUMN LINE

SECTION INDICATOR

DETAIL INDICATORAREA OFDETAIL

DETAIL NUMBER

SHEET NUMBER

ROOM NAME DESIGNATION

ROOM NUMBER DESIGNATION

PLAN NOTE DESIGNATION

EQUIPMENT DESIGNATION. REFERTO EQUIPMENT SCHEDULE.

CORNER GUARD (REFER TOFINISH PLANS)

WALL PROTECTION (REFER TOFINISH PLANS)

FLOOR DRAIN

ELEVATION TAG

TOILET ACCESSORY

FIRE EXTINGUISHER CABINET

F.D.

F.E.C.

CG

GENERAL ARCHITECTURAL NOTES

A101

1 SIM SIMILAR

1

A101

SIM

000

ROOM

000

1

1

A. REFER TO THE EQUIPMENT SCHEDULE ON SHEET Axxx FOR EQUIPMENTINFORMATION. COORDINATE BLOCKING AND MEP CONNECTIONS ASREQUIRED.

B. PROVIDE 18" MINIMUM ADA REQUIRED CLEARANCE ADJACENT TO STRIKEOF DOOR.

C. PAINTING CONTRACTOR SHALL LABEL, ABOVE CEILING, ALL FIRE RATEDWALL CONSTRUCTION AND SMOKE BARRIER WALL CONSTRUCTION INACCORDANCE WITH SPECIFICATION.

D. EXISTING WALL CONSTRUCTION CONSIST OF METAL STUDS, GYPSUMBOARD AND CERAMIC TILE.

CARD READERCR

316

318

319

355

308

314 315

333 334 335

337

336

342

343

317

338

339

340

331

330

309

323

354

353

352

351

350

349

348

347

346

328

327

326

325

324

312

311

310

345

332

313

329

307

344

300

301

303

305

304

306

320

341

322

321

1 1

1

1

1

2

2

2

2

2

2

1' -

2"

6" 6"

356

1' - 6" 2' - 6" 2' - 6" 1' - 6"

2' -

2"

OC OC

OC

OC

OC

OC

OC

OC

OC

OC OC

OC

ACT - 1

GENERAL REFLECTED CEILING NOTES

A. ALL LAY-IN ACOUSTICAL CEILINGS SHALL BE INSTALLED AT 8' - 10"ABOVE FINISH FLOOR, UNLESS NOTED OTHERWISE.

B. ALL LAY-IN ACOUSTICAL CEILINGS SHALL BE TYPE ACT1, UNLESSNOTED OTHERWISE.

C. ALL GYPSUM DRYWALL BULKHEADS AND SOFFITS SHALL BEINSTALLED AT 8' 2" ABOVE FINISH FLOOR, UNLESS NOTEDOTHERWISE.

D. REFER TO THIS SHEET FOR TYPICAL GYSUM BOARD SOFFIT ANDBULKHEAD DETAILS.

E. IN AREAS OF NEW CONSTRUCTION WHERE EXISTING CEILING ISBEING EXTEND OR PATCHED AT NEW CONSTRUCTION REUSESALVAGED CEILING TILE AND GRID REMOVED DURING DEMOLITION.

REFLECTED CEILING SYMBOLS

SUSPENDED LAY-IN CEILING SYSTEM

RECESSED "CAN" TYPE LIGHT FIXTURE OR PENDANT

CEILING MOUNTED EXIT LIGHT

CUBICLE CURTAIN TRACK AND CURTAIN

EMERGENCY LIGHT FIXTURE

2'x4' LIGHTING FIXTURE

2'x2' LIGHTING FIXTURE

RETURN AIR GRILLE

SUPPLY AIR GRILLE

SUPPLY AIR GRILLE

CEILING HEIGHT ABOVE FINISH FLOOR

DRYWALL BULKHEAD/CEILING

1'x4' LIGHTING FIXTURE

ACOUSTICAL CEILING TILE - TYPE

4' X4' SUSPENDED LAY-IN CEILING SYSTEM

EXHAUST AIR GRILLE

+9'-0"

NEW COUNTER TOP,BASE & WALLCABINETS - ALT. NO. 1

TYPICAL EXAM ROOM(SINK IN CASEWORK)

A6008

TYPICAL FOR EXAM ROOMS 328, 347, 349, 352,353 AND 354. ALTERNATE HAND SIMILAR

NEW COUNTER TOPSINK & BASE CABINET -ALT. NO. 2

TYPICAL EXAM ROOM(WALL MOUTED SINK)A600

15

TYPICAL FOR EXAM ROOMS 310, 311, 312, 323,324, 325, 326, 327, 348, 350 AND 351.

3-5/8" METAL STUDBRACING AT 16" O.C.EXTEND TOSTRUCTURE ABOVE

ACOUSTICALCEILINGSYSTEM

VA

RIE

S6"

5/8" TYPE 'X' GYP.BD. ON 3 5/8"METAL STUDSV

AR

IES

RE

F.

CLG

. PLA

N

VA

RIE

S R

EF

.C

LG. P

LAN

3 5/8" METAL STUDKICKERS 48" O.C.STAGGERED

CEILING -REF. FINISHSCHD.

5/8" TYPE 'X' GYP.BD. ON 3 5/8"METAL STUDFRAMING

VA

RIE

SR

EF

. RC

P

VA

RIE

SR

EF

. RC

P

3 5/8" METAL STUDKICKERS 48" O.C.STAGGERED

6"

CEILING - REF.FINISH SCHD.

3 5/8" METAL STUDKICKERS 48" O.C.STAGGERED

6"V

AR

IES

RE

F. R

CP

VARIES REF. RCP

CEILING -REF. FINISHSCHD.

5/8" TYPE 'X' GYP.BD. ON 3 5/8"METAL STUDFRAMING PARTITION -

REF. PLANFOR TYPEV

AR

IES

RE

F. R

CP

VA

RIE

SR

EF

. RC

P

REF. RCP

3 5/8" METAL STUDKICKERS 48" O.C.STAGGERED

6"

Newcomb&&&&Boyd

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2013Consulting Engineering GroupSuite 525303 Peachtree Center Avenue, NEAtlanta, Georgia 30303-1277T 404 730-8400F 404 730-8401

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17220005

JUNE 27, 2016

A102

THIRD FLOORREFLECTED CEILING ANDARCHITECTURAL PLANS

0000

ISSUED FORCONSTRUCTION

EYE CLINIC RENOVATION

1/8" = 1'-0"2

THIRD FLOOR ARCHITECTURAL PLAN -BP1

NOTES- ARCHITECTURAL PLAN1 COAT HOOKS - CFCI.

2 LOCKERS - OFCI.

3 PATCH EXISTING PARTITION WHERE GLASS AND HOLLOW METAL FRAMEWHERE REMOVED. PATCH WALL TO MATCH EXISTING MATERIALS ANDFINISHES.

4 ALIGN PARTITIONS. REFER TO DETAIL 4/A800

5 FURR OUT NEW WALL TO MATCH WIDTH OF THE EXISTING PARTITION.

6 DOOR FRAME SHALL ACCOMODATE 6" WALL THICKNESS

7 COAT RACK - CFCI.

8 PATCH EXISTING PARTITION WHERE DOOR AND FRAME WHERE REMOVED.MATCH EXISTING MATERIALS AND FINISHES.

9 EXISTING WATER COOLER TO REMAIN.

10 NEW WALL MOUNTED MONITOR - REF. ELECTRICAL DRAWINGS.

11 APPROXIMATE LOCATION FOR RELOCATED TIME CLOCK

12 FINISH EDGE OF EXISTING GUARD RAIL TO MATCH EXISTING.

13 ALIGN PARTITIONS.

14 PATCH FLOORING. SEE FINISH PLAN.

1/8" = 1'-0"1

THIRD FLOOR CEILING PLAN

NOTES- REFLECTED CEILING PLAN1 NEW GYPSUM BOARD SOFFIT AT 8' - 2" A.F.F. REF. THIS SHEET FOR TYPICAL

DETAILS.

2 PATCH EXISTING LAY-IN ACOUSTICAL CEILING AT NEW CONSTRUCTION.EXTEND INTO NEW WORK AREA AS REQUIRED. MATCH EXISTING.

1/4" = 1'-0"6

TYPICAL EXAM ROOM - ALT. NO. 1 1/4" = 1'-0"

7TYPICAL EXAM ROOM - ALT. NO. 2

1 1/2" = 1'-0"5

GYPSUM BOARD BULKHEAD DETAIL -TYPICAL

1 1/2" = 1'-0"4

GYPSUM BOARD SOFFIT DETAIL -TYPICAL

1 1/2" = 1'-0"3

GYPSUM BOARD SOFFIT DETAIL ATWALL - TYPICAL

MARK DATE DESCRIPTION

RB1

P1

VCT1

CORRIDOR321

a

f

RB1

P1

VCT1

BREAK ROOM316

a

e

RB1

P1

VCT1

OCT.318

RB1

P1

VCT1

PHYS. WORK 4319

RB1

P1

VCT1

MANAGER355

d

e

RB1

P1

VCT1

EXAM ROOM308

b

e

RB1

P1

VCT1

DIAG.314

c

e

RB1

P1

VCT1

DIAG.315

c

e

RB1

P1

VCT1

DIAG.333

c

e

RB1

P1

VCT1

DIAG.334

c

e

RB1

P1

VCT1

DIAG.335

c

e

RB1

P1

VCT1

DIAG.337

RB1

P1

VCT1

CLEAN336

RB1

P1

VCT1

MINORSURGERY

B-SCAN342

RB1

P1

VCT1

SOILED343

ETR

ETR

ETR

ELEC.317

ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

RB1

P1

VCT1

EXAM ROOM309

b

e

RB1

P1

VCT1

LASER323

b

e

RB1

P1

SV1

WAITING301

a

RB1

P1

VCT1

EXAM ROOM354

d

e

RB1

P1

VCT1

EXAM ROOM353

d

e

RB1

P1

VCT1

EXAM ROOM352

d

e

RB1

P1

VCT1

EXAM ROOM351

d

e

RB1

P1

VCT1

EXAM ROOM350

b

e

RB1

P1

VCT1

EXAM ROOM349

b

e

RB1

P1

VCT1

EXAM ROOM348

b

e

RB1

P1

VCT1

EXAM ROOM347

b

e

RB1

P1

VCT1

EXAM ROOM346

b

eRB1

P1

VCT1

EXAM ROOM328

d

e

RB1

P1

VCT1

EXAM ROOM327

d

e

RB1

P1

VCT1

EXAM ROOM326

d

e

RB1

P1

VCT1

EXAM ROOM325

d

e

RB1

P1

VCT1

EXAM ROOM324

d

e

RB1

P1

VCT1

EXAM ROOM312

b

e

RB1

P1

VCT1

EXAM ROOM311

b

e

RB1

P1

VCT1

EXAM ROOM310

b

e

RB1

P1

VCT1

PHYS. WORK 1345

RB1

P1

VCT1

OFFICE332

RB1

P1

VCT1

PHYS. WORK 3313

RB1

P1

VCT1

PHYS. WORK 2329

RB1

P1

VCT1

EXAM ROOM307

b

e

RB1

P1

VCT1

SWINGOFFICE

344

RB1

P1

VCT1

CORRIDOR341

a

f

RB1

P1

VCT1

CORRIDOR320

a

f

RB1

P1

VCT1

CORRIDOR305

a

f

RB1

P1

VCT1

CORRIDOR306

a

f

ETR

ETR

ETR

TOIL.304

ETR

ETR

ETR

TOIL.303

TLT

331

TLT

330

TLT

340

TLT

338

RB1

P1

VCT1

CORRIDOR322

a

f

J/C

339

6" TYP.

A103

2

1' - 0" 1' - 0" 1' - 0" 1' - 0"

A103

3

6 6

7 7

2

2

2

2

2

2

2

4

4

4

4

4 5

5

5

5

5

2

2

2

2

2

2

3

3

33 3

3

8

8

6" TYP.

4' - 0"

4' -

0"

4' - 0"

4' -

0"

8

6" TYP.

4' -

0"

4' - 0"

9 9

4

10

1111

RB1

P1

VCT1

CLINCALTRIALS

356

b

e

GENERAL FINISH NOTES

FINISH REMARKS

FINISH LEGEND BLOCK

FINISH ABBREVIATIONS

ACT ACOUSTICAL CEILING TILECG CORNER GUARDDG DECORATIVE GLASSDP DECORATIVE PANELEP EPOXY PAINTETR EXISTING TO REMAINGB GYPSUM BOARDLVT LUXURY VINYL TILEP PAINTPL PLASTIC LAMINATEPME PATCH TO MATCH EXISTINGRB RUBBER BASERF RUBBER FLOORINGSC SEALED CONCRETE (SPEC 03300)SS SOLID SURFACESSK SOLID SURFACE SINKSV SHEET VINYLVCT VINYL COMPOSITION TILEVWC VINYL WALL COVERINGWP WALL PROTECTION

ROOM NAME

ROOM NUMBER

REMARKS COLUMN

FLOOR

BASE

WALL

NOTE: FINISHES INDICATED IN FINISH LEGEND BLOCKS ARE GENERAL OVERALLFINISHES FOR ROOM UNLESS OTHERWISE NOTED BY NOTE, REMARK, DETAIL,AND/OR ELEVATION.

A. PATTERN NAME, COLOR AND NUMBER FOR EACH MATERIAL ARE GIVENWHENEVER POSSIBLE ON THE FINISH PLAN. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO BRING ANY DISCREPANCIESTO THE ATTENTION OF THE ARCHITECT/DESIGNER SO THAT THECORRECT MATERIAL IS INSTALLED.

B. PAINT ALL BULKHEADS, SOFFITS, AND DRYWALL CEILING SURFACES(P6) UNLESS NOTED OTHERWISE ON PLANS. ALL BULKHEADS, SOFFITS,AND DRYWALL CEILING SURFACES SHOULD BE FINISHED WITH THESAME MATERIAL AND OR COLOR ON ALL FACES AS SPECIFIED, UNLESSNOTED OTHERWISE.

C. REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL CEILINGFINISHES.

D. ALL FLOORING MATERIAL SHALL BE ALIGNED WITH DOOR STOP.E. ALL DOOR AND WINDOW METAL TRIM SHALL BE PAINTED (DFP1) UNLESS

NOTED OTHERWISE.F. ALL INTERIOR DOORS SHALL BE STAINED TO MATCH EXISTING WOOD

DOORS.G. REFER TO DETAILS ON THIS SHEET FOR FLOOR TRANSITION DETAILS.H. ALL VERTICAL PLASTIC LAMINATE SURFACES TO BE (PL1) UNLESS

NOTED OTHERWISE. ALL HORIZONTAL PLASTIC LAMINATE WORKSURFACES AND BACKSPLASH TO BE (PL2) UNLESS NOTED OTHERWISE.

I. ALL SOLID SURFACE WORK SURFACES AND BACKSPLASH TO BE (SS1)UNLESS NOTED OTHERWISE.

J. THERE SHALL NOT BE PAINT CONDITIONS THAT OCCUR CAUSING FINISHOR COLOR TO TERMINATE ON AN OUTSIDE CORNER UNLESSSPECIFICALLY NOTED OTHERWISE. IF THIS CONDITION OCCURS BRING ITTO THE ATTENTION OF THE DESIGNER IMMEDIATELY.

K. ALL FLOORING TO BE INSTALLED PERPENDICULAR TO ROOM WALLSUNLESS NOTED OTHERWISE.

L. DRYWALL TO RECEIVE LEVEL 5 FINISH IN AREAS TO RECEIVE DARKCOLOR PAINT (P3) AND (P4). REFER TO PROJECT MANUAL DIVISION 9FOR FINISH LEVEL REQUIREMENTS FOR GYPSUM BOARD SURFACESUNLESS NOTED OTHERWISE.

M. DASHED IN FURNITURE TO BE OWNER FURNISHED, OWNER INSTALLED.N. PAINT ALL INTERIOR HOLLOW METAL DOORS (DFP1). REFER TO

SPECIFICATIONS FOR PAINT TYPE AND FINISH.O. PATCH AND MATCH EXISTING FINISHES AS NEEDED FOR NEW

CONSTRUCTION.P. PAINT ALL GRILLES, VENTS, ELECTRICAL PANELS, ACCESS PANELS,

ETC. TO MATCH ADJACENT WALL UNLESS NOTED OTHERWISE.Q. PROVIDE JOHNSONITE LEVEL SYSTEM OR EQUAL AS NEEDED FOR

SMOOTH TRANSITION BETWEEN FLOORING MATERIALS. SLOPE TO BE 1TO 20.

R. PAINT STEEL COLUMNS, BEAMS, STRUCTURE ETC. EXPOSED TO VIEW INFINISHED AREAS (P1) UNLESS NOTED OTHERWISE.

S. FINISH BEHIND FIXED EQUIPMENT SUCH AS CABINETRY, CASEWORK,CHALK AND TACK/MARKERBOARDS, LOCKERS ETC.

T. CONTRACTOR TO FIELD VERIFY THAT ALL EXISTING SOLID SURFACEWINDOW SILLS MATCH EACH OTHER. ANY WINDOW SILLS THAT DO NOTMATCH SHALL BE PROVIDED TO MATCH THE MAJORITY. PLEASECONTACT ARCHITECT FOR CLARIFICATION IF NEEDED.

U. RATED WALLS ARE NOT INDICATED, REFER TO ARCHITECTURALSHEETS FOR ALL WALL RATINGS.

V. CONTRACTOR TO FIELD VERIFY THAT ALL EXTERIOR WINDOW FRAMESMATCH EACH OTHER IN COLOR. ANY EXTERIOR WINDOW FRAMES THATDO NOT MATCH SHALL BE FINISHED AS NEEDED TO MATCH THEMAJORITY. PLEASE CONTACT ARCHITECT FOR CLARIFICATION IFNEEDED.

W. CONTRACTOR TO FIELD VERIFY THAT ALL EXISTING ROLLER SHADES ATEXTERIOR WINDOWS MATCH EACH OTHER. ANY ROLLER SHADE THATDOES NOT MATCH SHALL BE PROVIDED TO MATCH THE MAJORITY.PLEASE CONTACT ARCHITECT FOR CLARIFICATION IF NEEDED.

X. FOR AREAS WHERE EXISTING WOOD HANDRAIL WITH BUMPERS HASBEEN REMOVED, CONTRACTOR SHALL PROVIDE CUSTOM WOOD ENDCAP (AND BRACKETS IF REQUIRED.) WOOD SPECIES, STAIN COLOR ANDBUMPER INSERTS SHALL BE FINISHED TO MATCH EXISTING.

a. MULTIPLE FLOOR FINISHES OCCUR IN THIS AREA. RE: FINISH PLANACCENTS, THIS SHEET FOR ADDITIONAL INFORMATION.

b. INSTALL ACCENT (VCT2). REFER TO DETAIL 2/A102 FOR LAYOUT & TYPICALDIMENSIONS.

c. INSTALL ACCENT (VCT3). REFER TO DETAIL 3/A102 FOR LAYOUT & TYPICALDIMENSIONS.

d. INSTALL ACCENT (VCT4). REFER TO DETAIL 2/A102 FOR LAYOUT & TYPICALDIMENSIONS.

e. MULTIPLE WALL FINISHES OCCUR IN THIS AREA. RE: FINISH PLAN, THISSHEET FOR ADDITIONAL INFORMATION.

f. EXISTING WALL TILE TO REMAIN, NEW PAINT ABOVE.

FINISH FLOOR MATERIAL LEGEND

VCT1

VCT2

VCT3

VCT4

FINISH PER ROOM FINISH TAG

INDICATES MATERIAL DIRECTION

4' - 0" 2' - 7 1/2"

1' -

9"

4' -

0"

EXAMROOM

311

1

DIAG.

335

1' - 5" 4' - 0"

4' -

0"

1' -

7 1

/4"

1

PROVIDE TROWELABLE UNDERLAYMENT AS REQUIREDTO ALLOW FOR FLUSH AND LEVEL TRANSITION.

METAL DIVIDER STRIP

CONCRETE SLAB - LEVEL ASREQUIRED

SVVCT

Newcomb&&&&Boyd

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2013Consulting Engineering GroupSuite 525303 Peachtree Center Avenue, NEAtlanta, Georgia 30303-1277T 404 730-8400F 404 730-8401

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9 A

M

17220005

JUNE 27, 2016

A103

THIRD FLOOR INTERIORFINISH PLAN

0000

ISSUED FORCONSTRUCTION

EYE CLINIC RENOVATION

1/8" = 1'-0"1

THIRD FLOOR FINISH PLAN

,

MARK: MANUFACTURER: STYLE: NUMBER: COLOR: SIZE: COMMENTS: CONTACT:

FLOOR FINISH

SV1 ARMSTRONG FLOORING REJUVENATIONS - TIMBERLINE 37357 OAK SOLID HEAT WELD SEAMS SARAH JENKINS, 816.604.8532, [email protected]

SV2 ARMSTRONG FLOORING REJUVENATIONS - STONERUN 34362 TRAVERTINI BURBS HEAT WELD SEAMS SARAH JENKINS, 816.604.8532, [email protected]

VCT1 ARMSTRONG FLOORING STANDARD EXCELON - IMPERIAL TEXTURE 51858 SANDRIFT WHITE 12" x 12" SARAH JENKINS, 816.604.8532, [email protected]

VCT2 ARMSTRONG FLOORING STANDARD EXCELON - IMPERIAL TEXTURE 51372 TEA GARDEN GREEN 12" x 12" SARAH JENKINS, 816.604.8532, [email protected]

VCT3 ARMSTRONG FLOORING STANDARD EXCELON - IMPERIAL TEXTURE 51804 EARTHSTONE GREIGE 12" x 12" SARAH JENKINS, 816.604.8532, [email protected]

VCT4 ARMSTRONG FLOORING STANDARD EXCELON - IMPERIAL TEXTURE 51943 CAYENNE RED 12" x 12" SARAH JENKINS, 816.604.8532, [email protected]

WALL BASE

RB1 JOHNSONITE TRADITIONAL COVE BASE 80 STONE 4" H LAURA KNIGHT, 913.608.6230, [email protected]

WALL FINISH

P1 SHERWIN WILLIAMS SW7011 NATURAL CHOICE

P2 SHERWIN WILLIAMS SW6122 CAMELBACK

P3 SHERWIN WILLIAMS SW2826 COLONIAL REVIVAL GREEN STONE

P4 SHERWIN WILLIAMS SW7508 TAVERN TAUPE

P5 SHERWIN WILLIAMS SW6471 HAZEL

P6 SHERWIN WILLIAMS SW7007 CEILING BRIGHT WHITE

CASEWORK / MILLWORK

PL1 WILSONART 7935-07 SHAKER CHERRY MELISSA MARMON, 913.484.2691, [email protected]

PL2 WILSONART 4793 WINDSWEPT MELISSA MARMON, 913.484.2691, [email protected]

SS1 CORIAN - ANTARCTICA HARLLMARK BUILDING SUPPLIES, 800.642.2246

MISCELLANEOUS

DFP1 SHERWIN WILLIAMS DOOR FRAME PAINT SW7037 BALANCED BEIGE

INT. DOORS - - - STAIN TO MATCH EXISTING

TF1 MAHARAM TEK-WALL 398650–002 SHEER LESLIE HUCKLA, 913.387.9668, [email protected]

WTR WINDOW TREATMENT MATCH EXISTING - MATCH EXISTING

1/4" = 1'-0"2

ENL. FINISH PLAN - TYP. EXAM RM. 1/4" = 1'-0"

3ENL. FINISH PLAN - TYP. DIAG.

NOTES- FINISH PLAN** NOT ALL NOTES APPEAR ON EACH SHEET

1 ACCENT VCT. RE: ROOM FINISH TAG FOR SPECIFIC COLOR.

2 ACCENT PAINT (P2).

3 ACCENT PAINT (P3).

4 ACCENT PAINT (P4).

5 ACCENT PAINT (P5).

6 ACCENT SHEET VINYL (SV2)

7 LINE OF MATERIAL TRANSITION.

8 INSTALL TILE LAYOUT BASED ON THIS ACCENT CENTERED IN CORRIDOR.

9 ALIGN EDGE OF VCT WITH FINISHED FACE OF WALL.

10 PAINT CORRIDOR SIDE OF NEW FRAME TO MATCH EXISTING PAINT COLOR.

11 PAINT INTERIOR SIDE OF NEW FRAME (DFP1).

6" = 1'-0"4

FLOORING TRANSITION - RESILIENT TORESILIENT

MARK DATE DESCRIPTION

UN

LES

S N

OT

ED

OT

HE

RW

ISE

01 04BORROWED LIGHT

A1.1

SEE SCHEDULE

VARIES2"

SEE SCHEDULE

VARIES 2"

VA

RIE

S S

EE

SC

HE

DU

LE2"

2"

SEE SCHEDULE

VARIES2"

2' - 0" 2"

UN

LES

S N

OT

ED

OT

HE

RW

ISE

VA

RIE

S S

EE

SC

HE

DU

LE2"

4"

FLUSHGLASS

B2.4

SEE SCHEDULE

VARIES

1' -

0"

8"

GLASS GLASS

8" 8"

FRAMES DOORS

SEALANT AT PERIMETER

HOLLOW METAL FRAME - REF.SCHED. (PAINT)

DOOR - REF. SCHED.

2"

1/2" 1/2"

U.O

.N.

6" T

YP

.

1 9/16" VARIES 1 15/16"

REFER TO WALL TYPES FORWALL WIDTH

JAMB ANCHOR MIN. (3) PERJAMB SEALANT ALL AROUNDPERIMETER - BOTH SIDES

DOUBLE STRUCTURALSTUDS TO STRUCTUREABOVE

REFER TO WALL TYPE FOR WALL WIDTH

DOUBLE METAL STUDS

SEALANT AT PERIMETER

HOLLOW METAL FRAME - REF.SCHED. (PAINT)

DOOR - REF. SCHED.

1 9/16" VARIES 1 15/16"

1/2" 1/2"

2"5/

8"

JAMB

HEAD / JAMB

SEE PLAN

VARIES

JAMB ANCHOR MIN. (3) PERAT JAMB

CONTROLJOINT TRIM

PACK TIGHTW/ SAFING

30'-0" MAX. 30'-0" MAX.

1/2" MAX.

REFER TO SPECIFICATIONS FOR MORE INFORMATION

16 GA. 6" STEELSTUD BOX HEADER

STL ANCHORSTRAP @ JAMBS

TEMPERED GLASS

HOLLOW METAL FRAME -PAINT

HEAD (JAMB SIM.)

SILL

REF. PLAN FORPARTITION TYPE

RE

F. I

NT

ER

IOR

ELE

VA

TIO

NS

1/2"

2"

1/2"

COORDINATE WITHGLASS THICKNESS

CONT. SEALANTAT PERIMETER

APPLIED HOLLOWMETAL GLAZING STOP

1 5/8" 3/4" VARIES

REF. PLAN FOR PARTITION TYPE

STL ANCHOR STRAP @ JAMBS

HEAD (JAMB SIM.)

SILL

COORDINATE WITH GLASSTHICKNESS

APPLIED HM GLAZING STOP

METAL STUD BOX HEADER @ HEAD -DBL. 18 GA. STUDS AT JAMB

FLOOR CLIP 12 GA. W/ 3/8" DIA.EXPANSION ANCHORS 4'-0" O.C.

1/2" 1/2"

2"

1 5/8" 3/4" VARIES

VA

RIE

S -

RE

F. S

CH

ED

.4"

FINISH BASE - REF. FINISH DWGS.

FOR P-TYPE

REF. PLAN

HOLLOW METAL FRAME

CONT. SEALANT @PERIMETER - TYP.

GLASS

HOLLOW METAL FRAME

DOOR

MULLION AT DOOR

GENERAL WALL TYPE NOTES

A. DIMENSIONS IN PLAN AND ELEVATION ARE TAKEN TO THE FACE OF FINISHDRYWALL, FACE OF EXPOSED MASONRY, CONCRETE, OR CENTER LINE OFCOLUMN, UNLESS NOTED OTHERWISE.

B. ALL INTERIOR WALLS SHALL BE TYPE 'B3' UNLESS NOTED OTHERWISE. ALLFURRING SHALL BE WALL TYPE 'A3' UNLESS NOTED OTHERWISE.

C. PROVIDE FULL HEIGHT STRUCTURAL STUDS TO THE STRUCTURE ABOVE ATALL CORNERS, AT DOOR AND BORROWED LIGHT FRAMES, JAMBS, ANDBEHIND ALL WALL MOUNTED EQUIPMENT AND/ OR CASEWORK.

D. ALL WALLS SHALL BE TREATED AS SOUND RESISTANT WALLS (UNLESSNOTED OTHERWISE). SEAL AROUND ALL PENETRATIONS AND INSTALLSOUND ATTENTION BATTS FULL HEIGHT. FIT INSULATION TIGHT AROUNDDUCT AND PIPE PENETRATIONS. ALL SOUND RESISTANT WALLS WITHSOUND ATTENUATION BATTS SHALL HAVE ACOUSTICAL SEALANT UNDERBOTTOM RUNNER TRACK.

E. ALL STUDS SHALL BE AT 16" O.C. UNLESS NOTED OTHERWISE.

1. INDICATES ENTIRE WALL CONSTRUCTION TO STOP 6" ABOVE FINISHEDCEILING.

2. INDICATES GYPSUM BOARD ON ONE SIDE TO STOP 6" ABOVE FINISHEDCEILING.

3. INDICATES PARTIAL HEIGHT WALL.

a. INDICATES NO SOUND ATTENTION BLANKETSb. INDICATES ADDITIONAL LAYER OF 5/8" GYPSUM BOARD OVER WALL.

WALL TYPE SYMBOL

X1.1x

INDICATES CONSTRUCTION TYPE

NUMERICAL INDICATION OF STUD/MASONRY SIZE

SUFFIX INDICATES MODIFICATIONS TO WALLCONSTRUCTION HEIGHT

SUFFIX INDICATES HORIZONTALMODIFICATIONS

WALL TYPES SUFFIX

Ax WALL PARTITION1 1/2" = 1'-0"

BASE SECTION

PLAN SECTION

HEAD SECTION

Bx WALL PARTITION1 1/2" = 1'-0"

BASE SECTION

PLAN SECTION

HEAD SECTION

01 TYP. METAL STUD PARTITION HEAD DETAIL1 1/2" = 1'-0" NON-BEARING

PARALLEL TO RIBS OF DECK PERPENDICULAR TO RIBS OF DECK

AX-'X'=METAL STUD SIZEA2-2 1/2" METAL STUDSA3-3 5/8" METAL STUDSA6-6" METAL STUDS

BASE: REFER TO FINISHDRAWINGS

FLOOR: REFER TO FINISHDRAWINGS

1/2" SEALANT SPACE

STEEL STUD RUNNER TRACK.STUDS SCREWED AT BOTTOM

FLOOR SLAB

5/8" GYPSUM WALL BOARD

METAL STUDS (REFERTO CHART BELOW)

DEFLECTION TRACK

BOTTOM OF STRUCTURE

FASTEN GYPSUM BOARDTO STUDS NOT TO THETOP TRACK

BX-'X'=METAL STUD SIZEB2-2 1/2" METAL STUDSB3-3 5/8" METAL STUDSB6-6" METAL STUDS

BASE: REFER TO FINISHDRAWINGSFLOOR: REFER TO FINISHDRAWINGS

1/2" SEALANT SPACEFLOOR SLAB

STEEL STUD RUNNERTRACK. STUDS SCREWEDON EA. SIDE AT BOTTOM

BOTTOM OF STRUCTURE

1/2" SEALANT SPACE(FIRESTOP SYSTEM ATRATED PARTITIONS)

DEFLECTION TRACK

FASTEN GYPSUM BOARDTO STUDS NOT TO THETOP TRACK

METAL STUDS (REFER TOCHART BELOW)

1/2" SEALANT SPACE

SOUND ATTENUATION BATTS

SOUND ATTENUATIONBATTS

METAL DECK. REFER TO STRUCTURALDRAWINGS.

METAL EDGE TRIM WHEREEXPOSED TO VIEW.

FASTEN STEEL RUNNER TO METAL DECK. FRICTION FIT METAL STUDS TODEFLECTION TRACK AND FASTEN GYPSUM BOARD TO STUDS. DO NOTFASTEN TO DEFLECTION TRACK. MAINTAIN GAP BETWEEN STEELDEFLECTION TRACK AND METAL STUD/GYPSUM BOARD TO ACCOMMODATESTRUCTURAL DEFLECTION.

COMPRESSED SAFING INSULATION.(FIRESTOPPING AT RATEDPARTITIONS)

STEEL RUNNER WITH MIN. 2" FLANGES

CONTINUOUS ACOUSTIC SEALANTBOTH SIDES. (FIRESTOPPING ATRATED PARTITIONS)

REFER TO PARTITION TYPES FORWALL CONSTRUCTION.

A2- 3 1/8" WALLA3- 4 1/4" WALLA6- 6 5/8" WALL

16 GAUGE HORIZONTALSTEEL STRAPS AT 32"O.C. VERTICALLY.ANCHOR TO EACH STUD.

1 1/

2"1/

2"

CONTINUOUS 20 GA. SHEET METALFILLER FASTENED TO DECK WITHWIDTH TO SPAN 3 RIBS MIN.

COPE GYPSUM BOARD AROUNDMETAL DECK PROFILE.

1/2"

1"

VARIES

VARIES

5/8"

1"

5/8" GYPSUM BOARD ONEACH SIDE OF STUDS

B2- 3 3/4" WALLB3- 4 7/8" WALLB6- 7 1/4" WALL

VARIESVARIESVARIES

VARIES 5/8"5/8"

Newcomb&&&&Boyd

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2013Consulting Engineering GroupSuite 525303 Peachtree Center Avenue, NEAtlanta, Georgia 30303-1277T 404 730-8400F 404 730-8401

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A500

DOOR & FRAMESCHEDULE, DETAILS ANDPARTITION TYPES

0000

ISSUED FORCONSTRUCTION

EYE CLINIC RENOVATION

OPENING SCHEDULE & HW SET

OPENING # ROOM NAME

OPENING FRAME

HARDWARESET GLASS TYPE

ELEC.REQUIRED REMARKS

SIZE

MATERIAL ELEVATION MATERIAL ELEVATION DETAIL SETWIDTH HEIGHT301A WAITING 6' - 0" 7' - 10" WD B2.4 HM 01 1/A500 04 1/4" TEMPERED Yes CARD READER - MAG LOCK

301B WAITING 3' - 0" 7' - 0" WD A1.1 HM 01 1/A500 03 Yes CARD READER - MAG LOCK

301C WAITING 3' - 0" 7' - 0" WD A1.1 HM 01 1/A500 03 Yes CARD READER - MAG LOCK

302 RECEPTION / CASH 3' - 0" 7' - 0" WD A1.1 HM 01 1/A500 03 Yes CARD READER - MAG LOCK

305A CORRIDOR 3' - 0" 7' - 0" WD A1.1 HM 04 2/A500 03 1/4" TEMPERED Yes CARD READER - MAG LOCK

305B CORRIDOR 3' - 0" 7' - 0" WD A1.1 HM 04 2/A500 03 1/4" TEMPERED Yes CARD READER - MAG LOCK

307 EXAM ROOM 3' - 0" 7' - 0" WD A1.1 HM 01 1/A500 01 No

308 EXAM ROOM 3' - 0" 7' - 0" WD A1.1 HM 01 1/A500 01 No

309 EXAM ROOM 3' - 0" 7' - 0" WD A1.1 HM 01 1/A500 01 No

316 BREAK ROOM 3' - 0" 7' - 0" WD A1.1 HM 01 1/A500 01 No

318 OCT. 3' - 0" 7' - 0" WD A1.1 HM 01 1/A500 02 No

332 OFFICE 3' - 0" 7' - 0" WD A1.1 HM 01 1/A500 01 No

344 SWING OFFICE 3' - 0" 7' - 0" WD A1.1 HM 01 1/A500 01 No

355 MANAGER 3' - 0" 7' - 0" WD A1.1 HM 01 1/A500 01 No

356 CLINCAL TRIALS 3' - 0" 7' - 0" WD A1.1 HM 01 1/A500 01 No

3" = 1'-0"1

TYPICAL DOOR SET

3" = 1'-0"4

TYP. GB CONTROL JOINT DETAILS

3" = 1'-0"3

HOLLOW METAL VIEW WNDOW DETAIL 3" = 1'-0"

2BORROW LITE DETAIL

SEE SPECIFICATIONS FOR HARDWARE DESCRIPTIONS

MARK DATE DESCRIPTION

2' -

10"

2' -

4"

2' -

0"

10.3

10.4

10.5

10.6

6.6

9.1

6.4

6.5

6.7

6.912.2

6.10

3' - 0" 2' - 6"

2' - 6" 3' - 0" F

1' -

0"

1' -

6"

1' -

10"

2' -

10"

9.1

7' -

2"

8

A8006

A800

ELEVATION SYMBOL LEGEND

GENERAL ELEVATION NOTES

A. ALL DIMENSIONS ARE TAKEN TO THE FACE OF FINISHED MATERIAL.B. INSTALL WOOD BLOCKING TO STUDS TO SUPPORT ALL WALL-MOUNTED

CABINETRY AND EQUIPMENT AS REQUIRED.C. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO

CONSTRUCTING CABINETRY.D. ALL BASE CABINETS SHALL BE 2'-0" DEEP UNLESS NOTED OTHERWISE.E. ALL CASEWORK SHALL BE FINISHED IN PLASTIC LAMINATE UNLESS

NOTED OTHERWISE.F. PROVIDE FILLER PANELS AT ALL LOCATIONS WHERE CABINETRY ABUTS A

WALL.G. PROVIDE A 4" HIGH INTEGRAL BACK SPLASH ON ALL COUNTERS WITH

RECESSED SINKS. INSTALL SIDE SPLASHES WHERE THESE COUNTERSABUT A WALL.

H. PROVIDE ADJUSTABLE SHELVING WITHIN ALL WALL AND BASE CABINETRYAS SHOWN BY DASHED LINE.

I. PROVIDE 12" CLEAR INTERIOR DIMENSION ON ALL UPPER WALL CABINETSUNLESS NOTED OTHERWISE.

J. COORDINATE ALL WALL OUTLETS TO AVOID CONFLICT WITH CASEWORK.K. ALL WOOD GRAIN PLASTIC LAMINATE APPLIED TO CABINET DOOR AND

DRAWER FRONTS, GRAIN SHALL RUN VERTICALLY.

XX NEW COLUMN LINE

SECTION INDICATOR

DETAIL INDICATORAREA OFDETAIL

DETAIL NUMBER

SHEET NUMBER

ELEVATION NOTE DESIGNATION

A101

1 SIM SIMILAR

1

A101

SIM

1

1

A000 2

3

4 ELEVATION TAG

16.1

3' -

0"

3' - 6" 4' - 6"

KIOSK KIOSK

4' -

8"

3' -

6"

3' -

0"

8' - 0" +/- 3' - 6"4' - 6"

OPEN OPEN

8.5 8.5

OPEN

9.1 9.19.1

1

A800

1

A800

6.1

5

A800

5

A800

5.1 5.1

16

A600

6.12

2' - 0"4' - 0"2' - 0"

17

1

A8001

A800

16.1

8.5 8.5

9.1 9.19.1

6.1

6.2

OPEN OPEN

OPEN

16

A600

6.3

6.13

3' -

0"

4' -

2"

8.4

9.1

8.4

11 1/8"

2' - 2" 2' - 2" EQ.EQ.EQ.

12.112.1 10.2 10.2

8' -

2"

8' -

2"

9.3

8' - 9 1/8" 4 7/8"

7' -

2"

3' -

0"

4' -

2"

9.3

2

A800

3

A800

TYP.

TYP.

8.2 8.1 8.18.2 8.2 8.2

9.1 9.1

8.3 8.3

EXISTING WALL CONSTRUCTIONEXISTING WALL CONSTRUCTIONNEW WALL CONSTRUCTION

8.1

9.1

2' - 8" 2' - 8" 2' - 8" 2' - 8"

4' -

2"

3' -

0"

10' - 8"

8.4

9.1

7' -

2"

2

A800

3

A800

TYP.

EQ EQ EQ

4' -

2"

3' -

0"

7' -

2"

8.4

9.1

2

A800

3

A800

TYP.

2' -

6"

2' -

2"

2' -

6"

F 3' - 3" F

KNEE SPACE

6.3

9.1

6.2

3' - 7"

6.4

6.5

10

A800

8.4

9.1

8.4

4' -

2"

3' -

0"

EQ.EQ.EQ.

11 1/8"

4' - 3" +/-

5' -

2"

3' -

0"

8' - 0"

9.2

7' -

2"

2

A800

3

A800

TYP.

TYP.

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

3' -

0"

4' -

2"

8.4

9.1

7' -

2"

3

A800

2

A800

TYP.

TYP.

1' - 0" 2' - 6"

5' -

0"

EQ. EQ.

1' - 0" 2' - 6" F

2' -

10"

1' -

10"

2' -

6"

6.6

9.1

6.4

6.5

6.7

10.1

6.8

NOTE: CASEWORK UNDERALT. NO. 1 - EXAM ROOMS328, 347, 349, 352, 353 & 354.

7

A800

6

A800

F 1' - 6" 3' - 2" 3' - 2" 3' - 2" 1' - 6" 1"

EXISTINGWINDOW

EXISTINGWINDOW

KNEE SPACE

6.3

9.1

6.2

6.5

6.11

6.5

2' -

6"

2' -

2"

2' -

6"

6.8 6.8

F 3' - 0" 3' - 0" 1"

6.11

10

A800

2' - 6"

2' -

10"

6.6

6.7

NOTE: LOWER SIDE SPLASHAT WINDOW SIDE TOACCOMODATE EXISTINGWINDOW SILL

9

A600

Sim

SIM.

A102

4 Sim

4" 6"

10"

1 1/

2"3'

- 4

1/2

"

3' -

6"

COUNTERTOPSUPPORT BRACKET

PROVIDE REMOVABLEACCESS PANEL

WALL BASE AS SCHEDULED

1/4" X 1/4" ROUTEDREVEAL, PAINT FLAT BLACK

P. LAM. ON 3/4"PARTICLEBOARD (PL1)

SOLID SURFACE TRANSACTIONTOP WITH EASED EDGES (SS1)

INTERIOR DECORATIVEPENDANT, REFER TOELECTRICAL DRAWINGS.

FABRIC WRAPPEDTACKBOARD (TF1)

P. LAM. (PL2) COUNTERTOP

3MM PVC EDGEBAND

1 1/

2"2'

- 4

1/2

"

2' -

6"

1' -

4"

6' -

6"

2' - 1"

EQ EQ

9"1'

- 6

"5

1/2"

1 1/

2"

4"

1' - 2"

1" 7" 1' - 5"

2' -

10"

2' - 1"SOLID SURFACE TOP

& SPLASH WITHUNDER MOUNT

SOLID SURFACE SINK

P. LAM APRON

P. LAM REMOVABLEPANEL

CONT. SEALANT

16 GA. METALSTRAP BACKING

WATER RESISTANTPLYWOOD SUBSTRATE

SUPPORT BRACKETBEYOND

FINISH BASESEE SCHEDULE

MAX1' - 1"

Newcomb&&&&Boyd

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2013Consulting Engineering GroupSuite 525303 Peachtree Center Avenue, NEAtlanta, Georgia 30303-1277T 404 730-8400F 404 730-8401

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6 9:

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1 A

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17220005

JUNE 27, 2016

A600

INTERIOR ELEVATIONS

0000

ISSUED FORCONSTRUCTION

EYE CLINIC RENOVATION

3/8" = 1'-0"12

BREAK ROOM 316 - EAST

NOTES- INTERIOR ELEVATION5.1 IN-WALL STEEL SUPPORT TUBE - REF. DETAIL.

6.1 SOLID SURFACE TRANSACTION TOP.

6.2 METAL COUNTER TOP SUPPORT BRACKET - TYPICAL.

6.3 25" DEEP PLASTIC LAMINATE COUNTERTOP (PL2) WITH SIDE AND BACKSPLASHES, AS INDICATED.

6.4 PLASTIC LAMINATE (PL1) WALL CABINET.

6.5 PLASTIC LAMINATE (PL1) SOFFIT PANEL.

6.6 25" DEEP SOLID SURFACE COUNTERTOP (SS1) WITH INTEGRAL SIDE ANDBACK SPLASHES, AS INDICATED.

6.7 A.D.A. ACCESSIBLE PLASTIC LAMINATE (PL1) SINK CABINET WITHREMOVABLE FRONT PANEL.

6.8 PLASTIC LAMINATE (PL1) DRAWER UNIT.

6.9 PLASTIC LAMINATE (PL1) WALL CABINET WITH MICROWAVE SHELF.INTERIOR PLASTIC LAMINATE SHALL MATCH EXTERIOR FACE.

6.10 PLASTIC LAMINATE (PL1) BASE CABINET.

6.11 PLASTIC LAMINATE (PL1) WALL CABINET WITH OPEN ADJUSTABLESHELVES. INTERIOR PLASTIC LAMINATE SHALL MATCH EXTERIOR FACE.

6.12 1/4" ROUTED REVEAL, PAINT FLAT BLACK.

6.13 FABRIC WRAPPED TACKBOARD (TF1) BELOW TRANSACTION TOP, ABOVEWORKSURFACE.

8.1 NEW GLASS AND HOLLOW METAL FRAME WINDOW UNIT. MATCH HEAD,MULLION, SILL HEIGHTS AND PROFILE OF EXISTING WINDOW UNITS.

8.2 EXISTING GLASS AND HOLLOW METAL FRAME WINDOW UNIT.

8.3 SCHEDULED WOOD AND GLASS DOOR & HOLLOW METAL FRAME. REFERTO OPENING SCHEDULE.

8.4 1/2" BUTT-GLAZED TEMPERED GLASS IN CONTINUOUS ALUMINUMCHANNEL.

8.5 1/2" CLAMPED IN PLACE TEMPERED GLASS. POLISH EXPOSED EDGES OFGLAZING TO BE SMOOTH.

9.1 FINISH BASE - REF. INTERIOR FINISH DRAWINGS.

9.2 GYPSUM BOARD SIGNAGE NICHE - SIGNAGE BY OWNER.

9.3 GYPSUM BOARD BULKHEAD/SOFFIT. REF. CEILING PLANS FOR MOREINFORMATION.

10.1 MINI MONITOR.

10.2 LOCKERS - OFCI.

10.3 PAPER TOWEL DISPENSER - OFOI.

10.4 SOAP DISPENSER - OFOI.

10.5 MICROWAVE - OFOI.

10.6 REFRIGERATOR - OFOI.

12.1 COAT HOOKS - OFCI. PROVIDE BLOCKING IN WALL AS REQUIRED.

12.2 COAT RACK - OFCI. PROVIDE BLOCKING IN WALL AS REQUIRED.

16.1 LIGHT FIXTURE - REF. ELECTRICAL DRAWINGS.

17

3/8" = 1'-0"4

WAITING 301 - NORTH

3/8" = 1'-0"6

RECEPTION / CASHIER 302 - SOUTH

3/8" = 1'-0"11

CORRIDOR 305 - SOUTH

3/8" = 1'-0"1

CORRIDOR 300 - NORTH 3/8" = 1'-0"

2

CORRIDOR 300 - EAST (WEST SIM. OPP.HAND)

3/8" = 1'-0"3

WAITING 301 - WEST 3/8" = 1'-0"

5

WAITING 301 - NORTH AT GLASSPARTITION

3/8" = 1'-0"7

RECEPTION / CASHIER 302

3/8" = 1'-0"10

RECEPTION / CASHIER 302 - NORTH

3/8" = 1'-0"13

BREAK ROOM 316 - SOUTH

3/8" = 1'-0"8

TYPICAL EXAM ROOM (OPP. HAND SIM.)

3/8" = 1'-0"14

CLINICAL TRIALS 356 - EAST 3/8" = 1'-0"

15TYPICAL EXAM SINK - ALT. NO. 2

1" = 1'-0"16

SECTION AT RECEPTION COUNTER

3/4" = 1'-0"9

HANDICAP SINK

MARK DATE DESCRIPTION

8.5

9.1

OPEN 8.5

5

A800

TYP.

5.1 5.1

1

A800

TYP.

3' - 0"

5' -

2"

3' -

0"

1

A800TYP.

8.5

9.1 F 1' - 6" 3' - 0" 3' - 0" 1' - 6"

2' -

6"

2' -

2"

2' -

6"6.2

9.1

6.3

KNEE SPACE

ComputerMonitor

ComputerMonitor

6.8 6.8

6.5

6.116.4 6.4

3' - 0" 3' - 0" 3' - 0" F

10

A800

9

A800

F1' - 6"3' - 6"

6.2

9.1

6.3

KNEE SPACE

ComputerMonitor

6.8

2' -

6"

2' -

2"

2' -

6"

3' - 6"3' - 6"F

6.5

6.11 6.4

9

A800

10

A800 ELEVATION SYMBOL LEGEND

GENERAL ELEVATION NOTES

A. ALL DIMENSIONS ARE TAKEN TO THE FACE OF FINISHED MATERIAL.B. INSTALL WOOD BLOCKING TO STUDS TO SUPPORT ALL WALL-MOUNTED

CABINETRY AND EQUIPMENT AS REQUIRED.C. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO

CONSTRUCTING CABINETRY.D. ALL BASE CABINETS SHALL BE 2'-0" DEEP UNLESS NOTED OTHERWISE.E. ALL CASEWORK SHALL BE FINISHED IN PLASTIC LAMINATE UNLESS

NOTED OTHERWISE.F. PROVIDE FILLER PANELS AT ALL LOCATIONS WHERE CABINETRY ABUTS A

WALL.G. PROVIDE A 4" HIGH INTEGRAL BACK SPLASH ON ALL COUNTERS WITH

RECESSED SINKS. INSTALL SIDE SPLASHES WHERE THESE COUNTERSABUT A WALL.

H. PROVIDE ADJUSTABLE SHELVING WITHIN ALL WALL AND BASE CABINETRYAS SHOWN BY DASHED LINE.

I. PROVIDE 12" CLEAR INTERIOR DIMENSION ON ALL UPPER WALL CABINETSUNLESS NOTED OTHERWISE.

J. COORDINATE ALL WALL OUTLETS TO AVOID CONFLICT WITH CASEWORK.K. ALL WOOD GRAIN PLASTIC LAMINATE APPLIED TO CABINET DOOR AND

DRAWER FRONTS, GRAIN SHALL RUN VERTICALLY.

XX NEW COLUMN LINE

SECTION INDICATOR

DETAIL INDICATORAREA OFDETAIL

DETAIL NUMBER

SHEET NUMBER

ELEVATION NOTE DESIGNATION

A101

1 SIM SIMILAR

1

A101

SIM

1

1

A000 2

3

4 ELEVATION TAG

5.15

A800

TYP.

5.1

8.5

9.1

OPEN8.5

1

A800

3' - 0"

8.5

9.1

1

A800

8.5

F 1' - 6" 2' - 9" 2' - 9" 1' - 6"

6.2

9.1

6.3

KNEE SPACE

2' -

6"

2' -

2"

2' -

6"

ComputerMonitor

6.8 6.8

6.5

6.116.4 6.4

3' - 0" 3' - 0" 3' - 0" F

9

A80010

A800

6.2

9.1

6.3

KNEE SPACE

3' - 3" 1' - 6" F

2' -

6"

2' -

2"

2' -

6"

ComputerMonitor

6.8

6.5

6.116.4

F 3' - 0" 3' - 0"

10

A800

5.1 5.15

A800

TYP.

8.5

9.1

OPEN8.5

1

A800TYP.

3' - 11" 3' - 6" 1' - 6" 3' - 6"

2' -

6"

2' -

2"

2' -

6"

F 3' - 3" 3' - 3" 3' - 3" F

6.86.2

9.1

6.3

KNEE SPACE

6.5

6.11 6.116.4

ComputerMonitor

10

A8009

A800

3' - 6"1' - 6"F

2' -

6"

2' -

2"

2' -

6"

F3' - 3"3' - 0"

6.5

6.11 6.4

6.86.2

9.1

6.3

KNEE SPACE

ComputerMonitor

9

A800

10

A800SIM. SIM.

5.15

A800

TYP.

3' - 0" 3' - 3" F

2' -

6"

2' -

2"

2' -

6"

3' - 6"1' - 6"F

6.5

6.116.4

6.86.2

9.1

6.3

KNEE SPACE

10

A8009

A800

3' - 0"3' - 3"F

3' - 6" 1' - 6" F

2' -

6"

2' -

2"

2' -

6"

6.5

6.116.4

6.8 6.2

9.1

6.3

KNEE SPACE

ComputerMonitor

9

A800

10

A800 SIM. SIM.

3' - 6" 1' - 6" F

2' -

6"

2' -

2"

2' -

6"

3' - 3" 3' - 3" F

6.5

6.11 6.4

6.8 6.2

9.1

6.3

KNEE SPACE

ComputerMonitor

9

A80010

A800

EXISTING TILE

EXISTING WOODGUARD RAIL

17

4

A800

Sim

Newcomb&&&&Boyd

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2013Consulting Engineering GroupSuite 525303 Peachtree Center Avenue, NEAtlanta, Georgia 30303-1277T 404 730-8400F 404 730-8401

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17220005

JUNE 27, 2016

A601

INTERIOR ELEVATIONS

0000

ISSUED FORCONSTRUCTION

EYE CLINIC RENOVATION

3/8" = 1'-0"1

PHYS WORK 1 - 345 - EXTERIOR - NORTH 3/8" = 1'-0"

2PHYS WORK 1 - 345 - EXTERIOR - WEST

3/8" = 1'-0"3

PHYSICIANS WORK 1 - 345 - EAST 3/8" = 1'-0"

4PHYSICIANS WORK 1 - 345 - NORTH

NOTES- INTERIOR ELEVATION5.1 IN-WALL STEEL SUPPORT TUBE - REF. DETAIL.

6.1 SOLID SURFACE TRANSACTION TOP.

6.2 METAL COUNTER TOP SUPPORT BRACKET - TYPICAL.

6.3 25" DEEP PLASTIC LAMINATE COUNTERTOP (PL2) WITH SIDE AND BACKSPLASHES, AS INDICATED.

6.4 PLASTIC LAMINATE (PL1) WALL CABINET.

6.5 PLASTIC LAMINATE (PL1) SOFFIT PANEL.

6.6 25" DEEP SOLID SURFACE COUNTERTOP (SS1) WITH INTEGRAL SIDE ANDBACK SPLASHES, AS INDICATED.

6.7 A.D.A. ACCESSIBLE PLASTIC LAMINATE (PL1) SINK CABINET WITHREMOVABLE FRONT PANEL.

6.8 PLASTIC LAMINATE (PL1) DRAWER UNIT.

6.9 PLASTIC LAMINATE (PL1) WALL CABINET WITH MICROWAVE SHELF.INTERIOR PLASTIC LAMINATE SHALL MATCH EXTERIOR FACE.

6.10 PLASTIC LAMINATE (PL1) BASE CABINET.

6.11 PLASTIC LAMINATE (PL1) WALL CABINET WITH OPEN ADJUSTABLESHELVES. INTERIOR PLASTIC LAMINATE SHALL MATCH EXTERIOR FACE.

6.12 1/4" ROUTED REVEAL, PAINT FLAT BLACK.

6.13 FABRIC WRAPPED TACKBOARD (TF1) BELOW TRANSACTION TOP, ABOVEWORKSURFACE.

8.1 NEW GLASS AND HOLLOW METAL FRAME WINDOW UNIT. MATCH HEAD,MULLION, SILL HEIGHTS AND PROFILE OF EXISTING WINDOW UNITS.

8.2 EXISTING GLASS AND HOLLOW METAL FRAME WINDOW UNIT.

8.3 SCHEDULED WOOD AND GLASS DOOR & HOLLOW METAL FRAME. REFERTO OPENING SCHEDULE.

8.4 1/2" BUTT-GLAZED TEMPERED GLASS IN CONTINUOUS ALUMINUMCHANNEL.

8.5 1/2" CLAMPED IN PLACE TEMPERED GLASS. POLISH EXPOSED EDGES OFGLAZING TO BE SMOOTH.

9.1 FINISH BASE - REF. INTERIOR FINISH DRAWINGS.

9.2 GYPSUM BOARD SIGNAGE NICHE - SIGNAGE BY OWNER.

9.3 GYPSUM BOARD BULKHEAD/SOFFIT. REF. CEILING PLANS FOR MOREINFORMATION.

10.1 MINI MONITOR.

10.2 LOCKERS - OFCI.

10.3 PAPER TOWEL DISPENSER - OFOI.

10.4 SOAP DISPENSER - OFOI.

10.5 MICROWAVE - OFOI.

10.6 REFRIGERATOR - OFOI.

12.1 COAT HOOKS - OFCI. PROVIDE BLOCKING IN WALL AS REQUIRED.

12.2 COAT RACK - OFCI. PROVIDE BLOCKING IN WALL AS REQUIRED.

16.1 LIGHT FIXTURE - REF. ELECTRICAL DRAWINGS.

17

3/8" = 1'-0"5

PHYS. WORK 2 - 329 - EXTERIOR - EAST 3/8" = 1'-0"

6PHYS. WORK 2 - 329 - EXTERIOR - SOUTH

3/8" = 1'-0"7

PHYSICIANS WORK 2 - 329 - EAST 3/8" = 1'-0"

8PHYSICIANS WORK 2 - 329 - SOUTH

3/8" = 1'-0"9

PHYS. WORK 3 - 313 - EXTERIOR 3/8" = 1'-0"

10PHYS. WORK 3 - 313 - EAST

3/8" = 1'-0"11

PHYS. WORK 3 - 313 - NORTH

3/8" = 1'-0"13

PHYS WORK 4 - 319 - EXTERIOR 3/8" = 1'-0"

14PHYS. WORK 4 - 319 - SOUTH

3/8" = 1'-0"12

PHYS WORK 3 - 313 - SOUTH

3/8" = 1'-0"15

PHYSS. WORK 4 - 319 - WEST 3/8" = 1'-0"

16EXISTING WALL TO NEW WALL (TYP.)

MARK DATE DESCRIPTION

1/4"

1/2" BUTT GLAZED TEMPEREDGLASS IN ALUM. FRAME

GLAZING CHANNEL BELOW

FACE OF PARTN. AS SCHEDULED

CLEAR STRUCTURAL SILICONESEALANT. BOTH SIDE OF GLASS.SEAL FULL PERIMETER AIR TIGHT.

CLEAR STRUCTURAL SILICONESEALANT. BOTH SIDE OF GLASS.

HEAVY GLASS FACEPLATE CLAMP

HEAVY GLASS FACEPLATE CLAMP

5/8" GYP. BOARD ON 3 5/8"METAL STUDS @ 16" O.C.

BASE; REFER TO FINISHDRAWINGS

2x4 NOMINAL WOOD BLOCKING

1/2" DECORATIVE GLASS -REFER TO FINISH SCHEDULE

HARDWOOD WALL CAP - PAINTTO MATCH WALL COLOR

EQ.EQ.

SEE REFLECTED CEILINGPLANS 8"

5' -

2"

3' -

0"

FINISH FLOOR

6" BOX METAL STUD BOXHEADER

8"5'

- 2

"3'

- 0

"

TY

PIC

AL

6"1/

2"3/

4"1/

2"

TY

PIC

AL

6"

1/2"

TYPICAL

6"

TYPICAL

6" 1/2"

TYPICAL

6"

2" X 2" X 1/8" CLIPANGLE WELDED TOTUBE STEEL. ANCHORTO SLAB WITH 1/4" RND.EXPANSION BOLTS

3" X 3" X 1/8" TUBESTEEL FULL HEIGHTOF PARTITION

1/2" 4 7/8" 1/2"

ELEVATION SECTION

5

A800

1/2" OPENING AT TOP,BOTTOM AND SIDES. NOCAULK.

5/8" GYP. BD. ON 3 5/8"METAL STUDS 16" O.C.

2" X 2" X 1/8" CLIPANGLE WELDED TOTUBE STEEL. ANCHORTO SLAB WITH 1/4" RND.EXPANSION BOLTS

3" X 3" X 1/8" TUBESTEEL FULL HEIGHTOF PARTITION

WOOD CAPABOVE

1/2"

4 7/

8"1/

2"

8"

SPOT WELD STUDS TOTUBE STEEL BOTH SIDES

WOOD CAPABOVE

5/8" GYP. BOARD ON 3 5/8"METAL STUDS @ 16" O.C.

BASE; REFER TO FINISHDRAWINGS

2x4 NOMINAL WOOD BLOCKING

1/2" TEMPERED GLASS -REFER TO FINISH SCHEDULE

HARDWOOD WALL CAP - PAINTTO MATCH WALL COLOR

EQ.EQ.

SEE REFLECTED CEILINGPLANS

4' -

2"

3' -

0"

FINISH FLOOR

6" BOX METAL STUD BOXHEADER

1/2" 4 7/8" 1/2"

CONTINUOUS ALUMINUMCHANNEL BASE

CLEAR STRUCTURAL SILICONESEALANT BOTH SIDES OF GLASSSEAL FULL PERIMETER AIR-TIGHT

CONTINUOUS ALUMINUMCHANNEL BASE

CLEAR STRUCTURAL SILICONESEALANT BOTH SIDES OF GLASSSEAL FULL PERIMETER AIR-TIGHT

9"1'

- 6

"5

1/2"

1 1/

2"

4"

1' - 2"

1" 7" 1' - 5"

RE

F. E

LEV

.R

EF

. ELE

V.

2' -

10"

2' - 1"

SOLID SURFACE TOP& SPLASH WITHUNDER MOUNTSOLID SURFACE SINK

P. LAM APRON

P. LAM REMOVABLEPANEL

FINISH FLOORSEE SCHEDULE

CONT. SEALANT

16 GA. METALSTRAP BACKING

WATER RESISTANTPLYWOOD SUBSTRATE

SUPPORT BRACKETBEYOND

FINISH BASESEE SCHEDULE

P. LAM. FILLER

CEILING SYSTEM - REF.CEILING PLAN

P. LAM WALL CABINETWITH ONE ADJ. SHELF

WIRE PULL - TYP.

WHITE MELAMINEINTERIOR - TYP.

P. LAM. ADJ.SHELF

PARTITION - REF.PLAN FOR TYPE

6" - 16 GA. METALSTRAP BACKING, TYP.

MIN. 13" CLEARINSIDE DIM.

2"

3/4"

1' - 3"

7' -

2"

TY

PIC

AL

VA

RIE

S

AD. HELF SUPPORTPIN HOLES - TYP..

CL OF DR TO WALL

MAX1' - 1"

6" 16 GA. METALSTRAP BACKING -TYP.

CONT. SEALANT - TYP.

REF. PLAN FORPARTITION TYPE

FINISH BASE - REF.FINISH DWGS.

WHITE MELAMINEINTERIOR - TYP.

P. LAM. DRAWER

WIRE PULL, TYP.

SOLID SURFACECOUNTER TOP WITHINTEGRAL SPLASH -EASE EDGES

2' - 1"

VA

RIE

S2'

- 6

"1'

- 1

0"2'

- 1

0"

1"

2' - 0"

4"

1 1/

2"

EQ

.E

Q.

EQ

.E

Q.

4"

CEILING SYSTEM - REF.CEILING PLAN

WIRE PULL - TYP.

ADJ. SHELF SUPPORTPINE HOLES - TYP.

WHITE MELAMINEINTERIOR - TYP.

P. LAM. ADJ. SHELF

PARTITION - REF.PLAN FOR TYPE

P. LAM WALL CABINETWITH ONE ADJ. SHELF

6" - 16 GA. METALSTRAP BACKING, TYP.

MIN. 13" CLEARINSIDE DIM.

2"

1' - 3"

P. LAM. FILLERPANEL 3/4"

7' -

2"

CEILING SYSTEM - REF.CEILING PLAN

SOLID SURFACECOUNTER TOPWITH INTEGRALBACK AND SIDESPLASH

P. LAM. DRAWERUNIT

FINISH FLOOR - REF.FINISH DRAWINGS

6" - 16 GA. METALSTRAP BACKING, TYP.

CONT. SEALANT

WHITE MELAMINEINTERIOR - TYP.

FINISH BASE -REF. FINISH DRAWINGS

P. LAM. DOOR

P. LAM. ADJUSTABLESHELF

4"

2' -

10"

3"

6" 1 1/

2"

4"

2' - 0"

2' - 1"

1"

WIRE PULL - TYP.

3MM PVC EDGE

WHITE MELAMINEINTERIOR - TYP.

P. LAM.MICROWAVE SHELF

PARTITION - REF.PLAN FOR TYPE

P. LAM WALLCABINET WITHMICROWAVE SHELF

6" - 16 GA. METALSTRAP BACKING, TYP.

MIN. 13" CLEARINSIDE DIM.

1' -

10"

1' -

6"

1' -

0"

VA

RIE

S

1' - 3"

P. LAM. SIDEPANELS AT SHELF

MICROWAVE BYOWNER VERIFY SIZE

1' - 7"

P. LAM. FILLERPANEL 3/4"

7' -

2"

P. LAM. FILLER

ADJ. SHELFSUPPORTPINE HOLES -TYP.

FINISH FLOOR - REF.FINISH DRAWINGS

WHITE MELAMINEINTERIOR - TYP.

P. LAM. ADJ. SHELF

PARTITION - REF.PLAN FOR TYPE

6" - 16 GA. METALSTRAP BACKING, TYP.

CONT. SEALANT

FINISH BASE -REF. FINISH DRAWINGS

OPEN P. LAM WALLCABINET WITHADJ. SHELVES

6" - 16 GA. METALSTRAP BACKING, TYP.

2' -

6"

2' -

2"

2' -

6"

VA

RIE

S

2"

METAL COUNTERTOP SUPPORTBRACKET

CEILING SYSTEM - REF.CEILING PLAN

PLASTIC LAMINATECOUNTER TOP ANDSPLASH W/ 3MMPVC EDGE

7' -

2"

6" - 16 GA. METALSTRAP BACKING, TYP.

1 1/

2"

2' - 1"

PROVIDE GROMMITSIN COUNTER TOP ASNEEDED. VERIFYLOCATIONS WITH OWNER

CONT. SEALANT - TYP.

4"E

Q.

EQ

.6"

1 1/

2"

VA

RIE

S2'

- 6

"2'

- 2

"2'

- 6

"

6" 16 GA. METALSTRAP BACKING -TYP.

REF. PLAN FORPARTITION TYPE

FINISH BASE - REF.FINISH DWGS.

WHITE MELAMINEINTERIOR - TYP.

P. LAM. DRAWER

WIRE PULL, TYP.

3"

2' - 0"

P. LAM. FILLER

WIRE PULL - TYP.

ADJ. SHELFSUPPORTPINE HOLES -TYP.

WHITE MELAMINEINTERIOR - TYP.

P. LAM. ADJ. SHELF

PARTITION - REF.PLAN FOR TYPE

P. LAM WALLCABINETWITH ONEADJ. SHELF

6" - 16 GA. METALSTRAP BACKING, TYP.

MIN. 13" CLEARINSIDE DIM.

2"

3/4"

1' - 3"

CEILING SYSTEM - REF.CEILING PLAN

P. LAM. COUNTERTOP AND BACKSPLASH WITH3MM PVC EDGE

EXISTINGNEW CONSTRUCTION

ALIGN

EXISTING TILE METAL TILE EDGING WITHSILICONE SEALANT

Newcomb&&&&Boyd

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2013Consulting Engineering GroupSuite 525303 Peachtree Center Avenue, NEAtlanta, Georgia 30303-1277T 404 730-8400F 404 730-8401

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6 9:

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0 A

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17220005

JUNE 27, 2016

A800

DETAILS

0000

ISSUED FORCONSTRUCTION

EYE CLINIC RENOVATION

6" = 1'-0"3

DETAIL AT BUTT GLAZED GLASS WITHCONTINUOUS CHANNEL TOP ANDBOTTOM

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

DETAIL AT HALF WALL WITH CLAMPED INPLACE GLASS

1 1/2" = 1'-0"5

HALF WALL PLAN 1 1/2" = 1'-0"

2

DETAIL AT HALF WALL WITH GLASS INALUMINUM TRACK

1" = 1'-0"6

CASEWORK SECTION AT HANDICAP SINKCABINET

1" = 1'-0"7

CASEWORK SECTION AT 4 DRAWERCABINET

1" = 1'-0"8

CASEWORK SECTION AT BASE CABINET& MICROWAVE SHELF

1" = 1'-0"10

CASEWORK SECTION AT SIT-DOWNCOUNTER TOP & WALL CABINET

1" = 1'-0"9

CASEWORK SECTION AT 3 DRAWERCABINET

6" = 1'-0"4

DETAIL AT EXISTING WALL TO NEWWALL

MARK DATE DESCRIPTION

J

GENERAL NOTES - APPLIES TO ALL E SERIES DRAWINGS:ELECTRICAL LEGEND: ABBREVIATIONS:

CIRCUITING LEGEND

NO ALLOWANCE WILL BE MADEFOR LACK OF KNOWLEDGE OFEXISTING CONDITIONS.

TELECOMMUNICATIONS LEGEND:

CARD READER.

1. ENGRAVE ALL DEVICES ON THE FACEPLATE WITH 1/4" TALL LETTERS WITH PANEL NAME AND CIRCUIT NUMBER.

2. PROVIDE UPDATED TYPED PANELBOARD SCHEDULES FOR ALL PANELS AFFECTED AND INSERT INTO PANELBOARD.

LAMINATE SCHEDULE PRIOR TO INSERTING INTO PANELBOARD.

3. LABEL JUNCTION BOXES ABOVE CEILINGS WITH CIRCUIT NUMBER AND SERVING PANEL.

4. PROVIDE GRADY A PDF COPY OF THE NEW UPDATED TYPED PANELBOARD DIRECTORY FOR ALL PANELS AFFECTED

DURING CONSTRUCTION.

5. FIELD VERIFY ALL EXISTING JUNCTION BOXES IN AREA OF CONSTRUCTION HAVE COVERS. ANY EXISTING JUNCTION

BOXES WITHOUT COVERS SHALL BE PROVIDED WITH A COVER, TRACED TO SERVING PANELBOARD, AND LABELED PER

DETAIL THIS DRAWING. PROVIDE UNIT PRICING FOR THIS SCOPE.

6. COORDINATE EXACT MOUNTING HEIGHTS AND ORIENTATION OF OUTLET BOXES WITH ARCHITECTURAL DETAILS

PRIOR TO INSTALLATION.

7. EXISTING EMPTY CONDUITS DISCOVERED IN AREA OF NEW CONSTRUCTION SHALL BE DEMOLISHED.

8. REPLACE EXISTING CIRCUIT BREAKERS BEING REUSED IN THIS PROJECT.

9. ALL EXIT SIGNS REMOVED DURING DEMOLITION SHALL BE TURNED OVER TO GRADY. ALL EXISTING EXIT SIGNS

CONTAIN A TRACKING NUMBER; PROVIDE NOTATION ON AS-BUILT DRAWINGS OF EXIT SIGN DEMOLISHED AND

TRACKING NUMBER ASSOCIATED WITH EACH EXIT SIGN. COORDINATE WITH GRADY AND OBTAIN NEW TRACKING

NUMBERS FOR NEW EXIT SIGNS INSTALLED. PROVIDE MACHINE PRINTED LABEL WITH NEW TRACKING NUMBER ON

ALL NEW EXIT SIGNS INSTALLED.

10. WALL SWITCHES AND OTHER DEVICES MOUNTED ON INTERIOR DOOR SWING SHALL BE MOUNTED 4" BEYOND THE

EDGE OF THE OPEN DOOR.

11. REFER TO MECHNICAL/PLUMBIMG/FIRE ALARM DRAWINGS FOR EXACT LOCATION OF EQUIPMENT REQUIRING

ELECTRICAL CONNECTIONS.

12. RECEPTACLES WITHIN 6'-0" OF EDGE OF SINKS SHALL BE GFCI TYPE.

13. CONTRACTOR SHALL REMOVE ALL UN-USED LOW VOLTAGE CABLES END TO END, AND RE-SUPPORT ALL ACTIVE

LOW VOLTAGE CABLES.

14. PRIOR TO DISCONNECTING POWER TO ANY SWITCHGEAR, SWITCHBOARDS, PANELBOARDS, OR MOTOR CONTROL

CENTERS, TRACE ALL CIRCUITS ORIGINATING FROM THE EQUIPMENT TO BE DISCONNECTED, AND PROVIDE GRADY

WITH A FLOOR PLAN SHOWING THE LOCATION OF ALL CONNECTED EQUIPMENT LIGHTING AND RECEPTACLES.

RACEWAYS

RACEWAY CONCEALED IN FLOOR OR UNDERGROUND.

RACEWAY CONCEALED IN CEILING CAVITY OR WALL.

RACEWAY EXPOSED TO VIEW UON.

RACEWAY HOMERUN TO PANEL, ONE ARROWHEAD PER CIRCUIT.

BOXES AND WIRING DEVICES

JUNCTION BOX, ABOVE CEILING.

J

S WALL SWITCH, SINGLE-POLE, SINGLE-THROW. MOUNT 48" AFF, UON.

4S

USS

IR

WALL SWITCH, OCCUPANCY SENSOR, DT = DUAL TECHNOLOGY, US = ULTRA SONIC TECHNOLOGY, IR =INFRARED TECHNOLOGY, LOAD RATING SHALL EXCEED TOTAL WATTS OF FIXTURES BEING CONTROLLED.MOUNT 48" AFF, UON.

JUNCTION BOX, WALL-MOUNTED. MOUNT 18" AFF, UNLESS OTHERWISE NOTED.

IRSDTS

USDT

CEILING MOUNTED OCCUPANCY SENSOR UON. LOAD RATING SHALL DOUBLE TOTAL WATTS OFFIXTURES BEING CONTROLLED UON. SUBSCRIPTS INDICATE MINIMUM SENSOR TECHNOLOGY TYPE. DT=DUAL TECHNOLOGY, US=ULTRA SONIC, & IR=INFRARED. MANUFACTURER SHALL PERFORM SYSTEMLAYOUT AND DETERMINE NUMBER OF SENSORS REQUIRED IN EACH SPACE. SYMBOL ON DRAWINGSINDICATES ONLY THAT THE ROOM HAS OCCUPANCY SENSOR CONTROL AND IS NOT TO BE USED FORDEVICE QUANTITY TAKE OFF. IN SPACES WITHOUT CEILING SENSOR SHALL BE PENDANT MOUNTED.

3S WALL SWITCH, 3-WAY, SINGLE-POLE, DOUBLE-THROW. MOUNT 48" AFF, UON.

WALL SWITCH, 4-WAY, DOUBLE-POLE, DOUBLE-THROW. MOUNT 48" AFF, UON.

HOSPITAL GRADE DUPLEX RECEPTACLE WALL-MOUNT 18" AFF/ARF, UON.

HOSPITAL GRADE DUPLEX GROUND FAULT RECEPTACLE WALL-MOUNT 18" AFF, UON.

HOSPITAL GRADE RECEPTACLE FOR FLAT PANEL TELEVISION. COORDINATE EXACT LOCATIONWITH ARCHITECT AND INSTALL RECEPTACLE IN TELECOM/POWER COMBINATION WALL BOX.WALL-MOUNT COMBINATION BOX 60" AFF.

HOSPITAL GRADE DUPLEX RECEPTACLE MOUNT HOTIZONTALLY ABOVE COUNTER.

DOUBLE DUPLEX HOSPITAL GRADE RECEPTACLE, WALL-MOUNT 18" AFF/ARF, UON.

WALL SWITCH, SINGLE-POLE, MOMENETARY CONTACT. MOUNT 48" AFF, UON.

DISCONNECTS

MOUNT 48" AFF, UON.30/3/20/3R DISCONNECT SWITCH, SIZE/POLES/FUSE/ENCLOSURE TYPE IF OTHER THAN NEMA 1.

PANELBOARDS

HOSPITAL GRADE DUPLEX GROUND FAULT RECEPTACLE MOUNT ABOVE COUNTER WITHHORIZONTAL ORIENTATION.

ABOVEABV

ABOVE FINISHED FLOOR/GRADE/RAISED FLOORAFF/AFG/ARF

ARCHITECT/ARCHITECTURALARCH

BELOWBEL

CONDUITC

CIRCUIT BREAKERCB

CIRCUITCKT

ELECTRICALELEC

EXISTING TO REMAINER

EXISTINGEX

EXISTING TO BE DEMOLISHEDED

FA FIRE ALARM

LUMINAIRELMNR

FLOORFL

GROUNDG

GROUND FAULT CIRCUIT INTERRUPTERGFCI

GFP

GRADEGR

HOT WATER CIRCULATINGHWC

HOA HAND-OFF-AUTOMATIC

HIGH PRESSURE SODIUMHPS

JUNCTION BOXJB

THOUSAND CIRCULAR MILLSkcmil

LIGHTINGLTG

MECHANICALMECH

OVERCURRENT PROTECTIONOCP

PHOTOCELLPC

PHASEPH OR ∅

PANELPNL

REMOTE CONTROLRC

RECEPTACLEREC

SPECIFICATIONSPEC

SPDT SINGLE-POLE DOUBLE-THROW

SWITCHSW

TELEPHONETELE

UNLESS OTHERWISE NOTEDUON

WEATHERPROOFWP

TAMPER PROOFTP

UNDERGROUNDUG

GROUND FAULT PROTECTION SYSTEMFOR EQUIPMENT PROTECTION

FLEXIBLE METAL CONDUITFMC

ISOLATED GROUNDIG

INTERMEDIATE METAL CONDUITIMC

A

A

A

LUMINAIRES

2' x 4' LUMINAIRE. LETTER INDICATES LUMINAIRE TYPE. SEE SCHEDULE.

2' X 2' LUMINAIRE. LETTER INDICATES LUMINAIRE TYPE. SEE SCHEDULE.

RECESSED DOWNLIGHT LUMINAIRE. LETTER INDICATES LUMINAIRE TYPE. SEE SCHEDULE.

EXIT LIGHT, CEILING-MOUNTED. DARKENED SECTIONS INDICATE FACES; ARROWS AS

INDICATED. LETTER INDICATES LUMINAIRE TYPE. SEE SCHEDULE.

2' X 4' LUMINAIRE FED FROM LIFE SAFETY BRANCH. LETTER INDICATES LUMINAIRE TYPE.

SEE SCHEDULE.

2' X 2' LUMINAIRE FED FROM LIFE SAFETY BRANCH. LETTER INDICATES LUMINAIRE TYPE.

SEE SCHEDULE.

A

A

1. POWER

INDICATES MOUNTING HEIGHT OTHER THAN STANDARD48"

UP-1A:9

INDICATES PANEL AND/OR CIRCUIT NUMBER

2. LIGHTING

P

14a,b

INDICATES SWITCHING

INDICATES CIRCUIT NUMBER

INDICATES LUMINAIRE TYPE

DUPLEX RECEPTACLE, CEILING-MOUNTED, FLUSH IN CEILING TILE.

SL

X

EXISTING DUPLEX RECEPTACLE WALL-MOUNT TO REMAIN.

EXISTING DUPLEX RECEPTACLE MOUNT HOTIZONTALLY ABOVE COUNTER TO REMAIN.

EXISTING DUPLEX RECEPTACLE WALL-MOUNT TO BE DEMOLISHED.

EXISTING DUPLEX GROUND FAULT RECEPTACLE WALL-MOUNT TO REMAIN.

EXISTING DUPLEX RECEPTACLE MOUNT HOTIZONTALLY ABOVE COUNTER TO BE DEMOLISHED.

EXISTING DUPLEX GROUND FAULT RECEPTACLE WALL-MOUNT TO BE DEMOLISHED.

EXISTING DOUBLE DUPLEX RECEPTACLE TO REMAIN.

EXISTING DUPLEX GROUND FAULT RECEPTACLE MOUNT ABOVE COUNTER TO REMAIN.

EXISTING DUPLEX GROUND FAULT RECEPTACLE MOUNT ABOVE COUNTER TO BE DEMOLISHED.

EXISTING DUPLEX RECEPTACLE, CEILING-MOUNTED, FLUSH IN CEILING TILE.TO BE DEMOLISHED.

SINGLE GANG BOX WITH A SINGLE GANG PLASTER RING MOUNTED 18" AFF, UNLESSOTHERWISE NOTED. EXTEND 3/4" CONDUIT UP TO ACCESSIBLE CEILING SPACE

EXISTING SURFACE MOUNTED PANELBOARD

GROUNDING

SYSTEM GROUND BUS BAR, WALL MOUNTED 18" AFF, UON.

TV

ER

ED

ER

ED

ER

ED

ER

ER

ED

ED

2D

CR

Newcomb&BoydCONSULTANTS AND ENGINEERS

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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17220005

JUNE 27, 2016

MBE

ROW E000

ELECTRICAL LEGEND

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

MARK DATE DESCRIPTION

ED

ER

ER ERER

ER

ERERER

ER

ED

ED

ED

ER

ERED

ED

ED

ED

ED

ED

ED

ED

ED

ED

ED ED ED

ED

ED

ED

ER

ED EDER ED ED ED

ER

EDER

ED

ER ER

ED

ED

ER

ER

ER

ER

E100

2

C3CEBA

C3CNBB C3CNBA

C3CLBA

Newcomb&BoydCONSULTANTS AND ENGINEERS

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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17220005

JUNE 27, 2016

MBE

ROW E100

ELECTRICAL POWERTHIRD FLOORDEMOLITION PLAN

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

1/8" = 1'-0"1

ELECTRICAL POWER THIRD FLOOR DEMOLITION PLAN

GENERAL NOTES:(THIS DRAWING ONLY)

1. DEMOLISH ELECTRICAL RECEPTACLE OUTLETS AS NOTED.

2. EXISTING HOMERUNS SHALL BE UTILIZED TO SERVED NEW ELECTRICAL INSTALLATIONIN AREA.

3. EQUIPMENT, APPARATUS, AND EXPOSED WIRING AND RACEWAYS RENDERED USELESSDUE TO CHANGES SHALL BE REMOVED.

4. WHERE EXISTING CEILINGS ARE REMOVED, LUMINAIRES, EXIST SIGNS, AND OTHERELECTRICAL POWER AND SIGNAL APPARATUS MOUNTED TO THE CEILING OR CEILINGSUPPORTS, INCLUDING ASSOCIATED RACEWAYS AND WRING, SHALL BE REMOVED.

5. MATERIAL AND EQUIPMENT WHICH HAS BEEN REMOVED SHALL NOT BE USED IN THENEW WORK, EXCEPT AS INDICATED HEREIN.

6. MAINTAIN AND RESTORE, IF INTERRUPTED, ALL CONDUITS AND FEEDERS PASSINGTHROUGH RENOVATED AREAS AND SERVING UNDISTURBED AREAS.

7. CONCEALED WIRING AND RACEWAYS WHICH ARE EXPOSED BY THE REMOVAL OF WALLS,PARTITIONS, AND CEILINGS SHALL BE REMOVED. NEW CONCEALED WIRING ANDRACEWAYS SERVING EXISTING LOADS PRESENTLY SERVED BY REMOVED WIRING ANDRACEWAYS SHALL BE PROVIDED.

8. OTHER APPARATUS, WIRING, CONDUIT AND METAL MOLDING RENDERED USELESS DUETO CHANGES IN THE EXISTING BUILDING SHALL BE REMOVED WHERE EXPOSED TOVIEW, SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND SHALL BE REMOVEDFROM THE PREMISES.

9. ALL REMOVED EXIT SIGNS DURING DEMOLITION SHALL BE TURNED OVER TO GRADY. ALLEXISTING EXIT SIGNS CONTAIN A TRACKING NUMBER; PROVIDE NOTATION ON AS-BUILTDRAWINGS OF EXIT SIGNS DEMOLISHED AND TRACKING NUMBER ASSOCIATED WITH EACHSIGN.

MARK DATE DESCRIPTION

1/4" = 1'-0"2

ELECTRICAL POWER THIRD FLOOR DEMOLITION PLAN - RM 317

KEY NOTES:(THIS DRAWING ONLY)

REMOVE DISCONNECT FOR LASER.1

1

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D 2

D2D

2D

2D

2D

2D

2D

2D2D 2D

2D

2D2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D

2D2D

2D

2D 2D

2D

2D

2D

2D

2D

J

J

BREAK

ROOM

316

OCT.

318

PHYS.

WORK 4

319

MANAGER

355

EXAM

ROOM

308

DIAG.

314

DIAG.

315

DIAG.

333

DIAG.

334

DIAG.

335

DIAG.

337

CLEAN

336

MINOR

SURGERY

B-SCAN

342

SOILED

343

RECEPTION

/ CASH.

302

ELEC.

317

TLT

338

J/C

339

TLT

340

TLT

331

TLT

330

EXAM

ROOM

309

LASER

323

EXAM

ROOM

354

EXAM

ROOM

353

EXAM

ROOM

352

EXAM

ROOM

351

EXAM

ROOM

350

EXAM

ROOM

349

EXAM

ROOM

348

EXAM

ROOM

347

EXAM

ROOM

346

EXAM

ROOM

328

EXAM

ROOM

327

EXAM

ROOM

326

EXAM

ROOM

325

EXAM

ROOM

324

EXAM

ROOM

312

EXAM

ROOM

311

EXAM

ROOM

310

PHYS.

WORK 1

345

OFFICE

332

PHYS.

WORK 3

313

PHYS.

WORK 2

329

EXAM

ROOM

307

SWING

OFFICE

344

CORRIDOR

300

WAITING

301

TOIL.

303

CORRIDOR

305

TOIL.

304

CORRIDOR

306

CORRIDOR

320

CORRIDOR

341

CORRIDOR

322

CORRIDOR

321

CLINCAL

TRIALS

356

EX EX EX

EX

EX

EX

EX

EX

EX

EX EX

E101

2

EX

EX20

2018

2222 18

EX

C3CNBB-20

C3CNBB-20

C3CNBB-20

C3CNBB-22

C3CNBB-20

C3CNBB-22

C3CNBB-22

C3CNBB-22

6

6

6

16 16

4

16

6

4

4

416

1212

12

12

EX

10

10

101010

10

10

EX17

17

17

1515

22

1414 14 14

EX

C3CNBB-24

EX14

14

EX

14

1818

16

14

C3CNBB-22

C3CNBB-20

C3CNBB-20

C3CNBB-20

CR

CR

CR

CR

CR

38

EX EX

COMMUNICATION NOTE:THIS AREA IS SERVEDFROM L-WING COMMROOM 3L043.

COMMUNICATION NOTE:THIS AREA IS SERVEDFROM J-WING COMMROOM 3J046.

ELEC.

317

C3CEBA

C3CNBB C3CNBA

C3CLBA

C3CLBA-13FA PANEL

Newcomb&BoydCONSULTANTS AND ENGINEERS

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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17220005

JUNE 27, 2016

E101

ELECTRICAL POWERTHIRD FLOOR PLAN

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

1/8" = 1'-0"1

ELECTRICAL POWER THIRD FLOOR PLAN

1/4" = 1'-0"2

ELECTRICAL ROOM 317

GENERAL NOTES:(THIS DRAWING ONLY)

1. ALL CIRCUITS SERVED FROM PANELBOARD C3CNBA, UNLESS OTHERWISE NOTED.

2. EXTEND EXISTING CIRCUITS TO SERVE NEW RECEPTACLES AS NOTED.

3. COORDINATE EXACT MOUNTING HEIGHT AND ORIENTATION OF OUTLET BOXESWITH ARCHITECTURAL DRAWING DETAILS PRIOR TO INSTALLATION.

5. PROVIDE SINGLE SIDED VERTICAL CABLE MANGER FOR RACKS IN COMM ROOMS.

6. PROVIDE (1) 4" EASY PATHSLEEVE AT EACH COMM ROOM FOR NEWCOMMUNICATION WIRING.

KEY NOTE:(THIS DRAWING ONLY)

EXTEND EXISTING ROOM CIRCUIT TO SERVE NEW ELECTRICAL OUTLETFOR MONITOR.

EXTEND EXISTING CORRIDOR CIRCUIT TO SERVE NEW ELECTRICALOUTLET IN CORRIDOR 305.

PROVIDE NEW CARD READER. MATCH EXISTING MANUFACTURER ANDTYPE. COORDINATE WITH APPROVED SUB CONTRACTOR. PROVIDE ALLNECESSARY WORK NEEDED TO COORDINATE THE INSTALL OF WIRING,DOOR CONTROLS, MAGNETIC LOCK, PROXIMITY SENSOR ANDCONNECTION WITH SMOKE DETECTOR AND FIRE ALARM SYSTEMS.DOORS SHALL RELEASE UPON ACTIVATION OF CARD READER, FIREALARM, SMOKE DETECTOR OR PROXIMITY SENSOR.

PROVIDE ELECTRICAL CONNECTION TO RELOCATED KRONOS TIMECLOCK. COORDINATE CONNECTION WITH TIME CLOCK.

REFER TO LOMBART OMEGA CABINET ELECTRICAL LAYOUTINSTRUCTIONS PROVIDED BY ARCHITECT FOR ADDITIONALINFRUSTRUCTURE FOR MEDICAL EQUIPMENT WITHIN THIS ROOM.

1

1

1

1

1

1

1

1

1

1 1

1

1

1

1

1

1

1

1

2

2

3

3

3 3

33

4

4

22

MARK DATE DESCRIPTION

5

5

5

5

SS

S

SS

S

S

S

S3

S 3

DT

DT

DT

DT

S S

DT DT

Sb

Sa

DT

DTDT

DT

DT

DT

BREAK

ROOM

316

OCT.

318

PHYS.

WORK 4

319

MANAGER

355

EXAM

ROOM

308

DIAG.

314

DIAG.

315

DIAG.

333

DIAG.

334

DIAG.

335

DIAG.

337

CLEAN

336

MINOR

SURGERY

B-SCAN

342

SOILED

343

RECEPTION

/ CASH.

302

ELEC.

317

TLT

338

J/C

339

TLT

340

TLT

331

TLT

330

EXAM

ROOM

309

LASER

323

EXAM

ROOM

354

EXAM

ROOM

353

EXAM

ROOM

352

EXAM

ROOM

351

EXAM

ROOM

350

EXAM

ROOM

349

EXAM

ROOM

348

EXAM

ROOM

347

EXAM

ROOM

346

EXAM

ROOM

328

EXAM

ROOM

327

EXAM

ROOM

326

EXAM

ROOM

325

EXAM

ROOM

324

EXAM

ROOM

312

EXAM

ROOM

311

EXAM

ROOM

310

PHYS.

WORK 1

345

OFFICE

332

PHYS.

WORK 3

313

PHYS.

WORK 2

329

EXAM

ROOM

307

SWING

OFFICE

344

CORRIDOR

300

WAITING

301

TOIL.

303

CORRIDOR

305

TOIL.

304

CORRIDOR

306

CORRIDOR

320

CORRIDOR

341

CORRIDOR

322

CORRIDOR

321

CLINCAL

TRIALS

356

A

AA

A A

A

AAA

A A A

A

A A

AA

A

A

A

A

AA

A A

AA

HHH

A A

A A

AA

A

A

A

A

A

A

A

A A

A

XX

X

b b

a a a

a a a

Newcomb&BoydCONSULTANTS AND ENGINEERS

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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6 2:

38:2

2 P

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17220005

JUNE 27, 2016

MBE

ROW E200

ELECTRICAL LIGHTINGTHIRD FLOOR PLAN

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

1/8" = 1'-0"1

ELECTRICAL LIGHTING THIRD FLOOR PLAN

GENERAL NOTES:(THIS DRAWING ONLY)

1. EXTEND EXISTING NORMAL POWER LIGHTING CIRCUIT TOSERVE NEW NORMAL POWER LUMINAIRES.

2. EXTEND EXISTING LIFE SAFETY CIRCUIT TO SERVE NEW EXIT SIGNS AND LIFE SAFETY LIGHTINGINSTALLED IN THIS PROJECT.

LUMINAIRE SCHEDULE

TYPE

A

H

X

MANUFACTURER

METALUX

LITHONIA

ALKCO

CHLORIDE

EMRGI-LITE

LIGHTGUARD

LITHONIA

CATALOG

SERIES

24EN

24EN-LD2-54-UNV--L840-CD-1

ZENTRO

11990 GW

RGLO-LED

STELX

LX/LXN

SLELX

EDG

LAMP QUANTITY

& TYPE

LED

MINIMUM CRI 85

4000K

COMPACT FLUORESCENT

DTT 4 PIN

3500K

LED LAMPS,

SUPPLIED BY

MANUFACTURER.

VOLTAGE/

DESIGN

WATTAGE

UNV

43

UNI

13W

UNV

5W PER

FACE

MOUNTING

METHOD

RECESSED,

CEILING

PENDANT

WALL, OR

CEILING PER

DRAWINGS

DESCRIPTION

2' x 4' RECESSED TROFFER LUMINAIRE WITH

FROSTED WHITE ACRYLIC DIFFUSER, AND

WHITE ALUMINUM FRAME.

PROVIDE FLANGED TRIM WHEN USED IN GYPSUM BOARD OR

PLASTER CEILINGS.

CYLINDRICAL SHADE WITH CRUSHED GLASS TEXTURE ACCENTED WITH INNER

LAYER OF SILVER. PENDENT HUNG WITH SIX FEET OF FIELD CUTTABLE

SUSPENSION CABLE. HANG LUMINAIRES WITH BOTTOM 6' 6" AFF.

WHITE/SILVER IN COLOR WITH SATIN NICKEL FINISH

DECORATIVE EDGE LIT ACRYLIC PANEL EXIT SIGN WITH SINGLE OR DOUBLE

FACED AS INDICATED ON THE DRAWINGS, RED LETTERS AND MIRROR

BACKGROUND, UNIVERSAL ARROWS, AND UNIVERSAL MOUNTING.

LUMINAIRE SHALL COMPLY WITH NFPA 101-2012 SECTION 7.10.

VISIBLE LED LAMPS ARE NOT ACCEPTABLE

INSTALL EXIST SIGN TRACKING NUMBER LABELS PROVIDED BY OWNER ON

EACH EXIT SIGN. COORDINATE WA1:G23ITH OWNER.

MARK DATE DESCRIPTION

Newcomb&BoydCONSULTANTS AND ENGINEERS

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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9 P

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17220005

JUNE 27, 2016

MBE

ROW E300

ELECTRICAL SCHEDULES

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

CALCULATED AMPERES: 33 A

CONNECTED AMPERES: 35 A

Receptacle 11880 VA 92.09% 10940 VA

Power 500 VA 100.00% 500 VA CALCULATED LOAD: 11800 VA

Motor 360 VA 100.00% 360 VA CONNECTED LOAD: 12740 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED LOAD

PHASE TOTALS (kVA): 2.8 5.4 4.5

EXISTING LOAD 20 A 1 41 0.0 0.0 42 1 20 A SPARE

EXISTING LOAD 20 A 1 39 0.0 0.0 40 1 20 A SPARE

EXISTING LOAD 20 A 1 37 0.0 0.5 38 1 20 A KRONOS TIME CLOCK COR. 322

EXISTING LOAD 20 A 1 35 0.0 0.0 36 1 20 A EXISTING LOAD

EXISTING LOAD 20 A 1 33 0.0 0.0 34 1 20 A EXISTING LOAD

EXISTING LOAD 20 A 1 31 0.0 0.0 32 1 20 A EXISTING LOAD

EXISTING LOAD 20 A 1 29 0.0 0.0 30 1 20 A EXISTING LOAD

EXISTING LOAD 20 A 1 27 0.0 0.0 28 1 20 A EXISTING LOAD

EXISTING LOAD 20 A 1 25 0.0 0.0 26 1 20 A EXISTING LOAD

EXISTING LOAD 20 A 1 23 0.0 0.0 24 1 20 A EXISTING LOAD

EXISTING LOAD 20 A 1 21 0.0 0.7 22 1 20 A REC RECEPTION/ CASH 302

EXISTING LOAD 20 A 1 19 0.0 0.5 20 1 20 A REC RECEPTION/ CASH 302

REC PHYS WORK 1 345 20 A 1 17 1.1 1.4 18 1 20 A REC RECEPTION/ CASH 302

REC SWING OFFICE 344 20 A 1 15 0.5 0.9 16 1 20 A REC BREAK ROOM 316

EXISTING LOAD 20 A 1 13 0.0 1.8 14 1 20 A REC WAITING RM 301

EXISTING LOAD 20 A 1 11 0.0 0.7 12 1 20 A REC OCT. 307

EXISTING LOAD 20 A 1 9 0.0 2.2 10 1 20 A REC PHY'S WORK 2, OFFICE 329,332

EXISTING LOAD 20 A 1 7 0.0 0.0 8 1 20 A EXISTING LOAD

EXISTING LOAD 20 A 1 5 0.0 1.3 6 1 20 A REC PHY'S WORK 313

EXISTING LOAD 20 A 1 3 0.0 1.1 4 1 20 A REC DIAG 318

EXISTING LOAD 20 A 1 1 0.0 0.0 2 1 20 A EXISTING LOAD

LOAD DESCRIPTION

CBTRIP /POLES

CKT#

A B C CKT#

CBTRIP /POLES LOAD DESCRIPTION

NOTES:

WIRE: 4 SCCR: LOCATION: ELEC. 317

PHASES: 3 MAIN: 100A/3P MCB SECTIONS:

VOLTS: 120/208 Wye BUS: 225 A MOUNTING: SURFACE

EXISTING PANELBOARD "C3CNBA" SCHEDULE

CALCULATED AMPERES: 14 A

CONNECTED AMPERES: 14 A

Receptacle 4860 VA 100.00% 4860 VA CALCULATED LOAD: 5220 VA

Motor 360 VA 100.00% 360 VA CONNECTED LOAD: 5220 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED LOAD

PHASE TOTALS (kVA): 2.9 2.2 0.2

EXISTING LOAD 0 A 1 29 0.0 0.0 30 -- -- SPACE

EXISTING LOAD 0 A 1 27 0.0 0.0 28 -- -- SPACE

EXISTING LOAD 0 A 1 25 0.0 0.0 26 -- -- SPACE

EXISTING LOAD 0 A 1 23 0.0 0.2 24 1 20 A REC MICROWAVE BREAK RM 316

EXISTING LOAD 0 A 1 21 0.0 2.2 22 1 20 A REC EXAM RM 308,309

EXISTING LOAD 0 A 1 19 0.0 2.3 20 1 20 A REC EXAM RM 307,308

EXISTING LOAD 0 A 1 17 0.0 0.0 18 -- -- SPACE

EXISTING LOAD 0 A 1 15 0.0 0.0 16 1 20 A EXISTING LOAD

EXISTING LOAD 0 A 1 13 0.0 0.5 14 1 20 A EXISTING LOAD

EXISTING LOAD 0 A 1 11 0.0 0.0 12 -- -- --

EXISTING LOAD 0 A 1 9 0.0 0.0 10 -- -- --

EXISTING LOAD 0 A 1 7 0.0 0.0 8 3 40 A EXISTING LOAD

EXISTING LOAD 0 A 1 5 0.0 0.0 6 -- -- --

EXISTING LOAD 0 A 1 3 0.0 0.0 4 -- -- --

EXISTING LOAD 0 A 1 1 0.0 0.0 2 3 40 A EXISTING LOAD

LOAD DESCRIPTION

CBTRIP /POLES

CKT#

A B C CKT#

CBTRIP /POLES LOAD DESCRIPTION

NOTES:

WIRE: 4 SCCR: 10,000 LOCATION: ELEC. 317

PHASES: 3 MAIN: 100A/3P MCB SECTIONS: 1

VOLTS: 120/208 Wye BUS: 100 A MOUNTING: SURFACE

EXISTING PANELBOARD "C3CNBB" SCHEDULE

CALCULATED AMPERES: 1 A

CONNECTED AMPERES: 1 A

CALCULATED LOAD: 500 VA

Power 500 VA 100.00% 500 VA CONNECTED LOAD: 500 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED LOAD

PHASE TOTALS (kVA): 0.5 0.0 0.0

SPACE -- -- 29 0.0 30

SPACE -- -- 27 0.0 0.0 28 -- -- SPACE

SPACE -- -- 25 0.0 0.0 26 -- -- SPACE

SPACE -- -- 23 0.0 0.0 24 -- -- SPACE

SPACE -- -- 21 0.0 0.0 22 -- -- SPACE

SPACE -- -- 19 0.0 0.0 20 -- -- SPACE

SPACE -- -- 17 0.0 0.0 18 -- -- SPACE

SPACE -- -- 15 0.0 0.0 16 -- -- SPACE

FA PANEL ELEC RM 317 20 A 1 13 0.5 0.0 14 -- -- SPACE

EXISTING LOAD 20 A 1 11 0.0 0.0 12 1 20 A EXISTING LOAD

EXISTING LOAD 20 A 1 9 0.0 0.0 10 1 20 A EXISTING LOAD

EXISTING LOAD 20 A 1 7 0.0 0.0 8 1 20 A EXISTING LOAD

EXISTING LOAD 20 A 1 5 0.0 0.0 6 1 20 A EXISTING LOAD

EXISTING LOAD 20 A 1 3 0.0 0.0 4 1 20 A EXISTING LOAD

EXISTING LOAD 20 A 1 1 0.0 0.0 2 1 20 A EXISTING LOAD

LOAD DESCRIPTION

CBTRIP /POLES

CKT#

A B C CKT#

CBTRIP /POLES LOAD DESCRIPTION

NOTES:

WIRE: 4 SCCR: 10,000 LOCATION: ELEC. 317

PHASES: 3 MAIN: 100A/3P MCB SECTIONS: 1

VOLTS: 120/208 Wye BUS: 100 A MOUNTING: SURFACE

EXISTING PANELBOARD "C3CLBA" SCHEDULE

MARK DATE DESCRIPTION

CONDUIT SUPPORT FOR SURFACE-MOUNTED PANELS ABOVE CEILING JUNCTION BOXES LABELS

FACE PLATE LABEL

TYPICAL DATA AND POWER BOX MOUNTING

3-WIRE 24V DC SENSORS

9CNBA-4

GROUNDING CONDUCTOR,

CONDUIT

∅NG

TAPPED HOLE IN BOX

WIRE NUT, TYPICAL

OUTLET BOX

GREEN

GROUNDING SCREW:#10-32 x 0.375" SLOTTEDHEXAGON HEAD, WASHERFACE SCREW, TYPICAL

HANDWRITTEN LABELPANEL-CIRCUIT NUMBER

NO SCALE

BBDPA-1

PANEL

-

CIR

CUIT

NUM

BER(S

)

PA

NE

L-

CIR

CU

IT N

UM

BE

R(S

)

NO SCALE

NO SCALE

J-BOXES FOR POWER - SEEELECTRICAL DRAWINGS FORQUANTITY, TYPE, SIZE, MOUNTINGHEIGHT, ETC.

J-BOXES FOR DATA - SEE TELECOMDRAWINGS FOR QUANTITY, TYPE,SIZE, MOUNTING HEIGHT, ETC.

NO SCALE

L

AO

D

ZONES, ASREQUIRED

LIGHTINGADDITIONAL

L

AO

D

OFFLOCAL

SWITCH

OFFLOCAL

SWITCH

POWERINPUT O

L

DA

OFFLOCAL

RED (LOAD)

CONTROL OUTPUT

SWITCH

24 V DCSENSOR

3-WIRECOMMON

24 V DC

RED (LINE)

POWER PACK

BLU

E

RE

D

BLA

CK

WHITE

BLACKHOT

WHITE (NEUTRAL)

3

4

1

5

2

3"

FINISHED FLOOR

6

CHANNEL STRUT, TYPICAL

FLOORFINISHED

36" MAXIMUM

6'-6"

DETAIL 3PANEL, SEESURFACE MOUNTED

36" MAXIMUM

CONDUIT STRAPS

THIS DRAWING

GROUNDING CONDUCTOR SHALL BE CONTINUOUS SO THAT REMOVAL OFDEVICE WILL NOT INTERFERE WITH CONDUCTOR CONTINUITY.

NOTES:

1.

TYPICAL RECEPTACLE DETAILNO SCALE

LEGIBLE HANDWRITTENLABEL IN BLACKPERMANENT MARKER ONJUNCTION BOX AND COVER.

FACEPLATE LABEL

ENGRAVED 0.25" TALLLETTERS.

DEVICE (I.E.SWITCH,RECEPTACLE,ETC.)

SERVING PANELBOARD-CIRCUIT NUMBER

NOTES:

1. LIGHTING ZONES SHALL HAVE LOCAL MANUAL OVERRIDE TO OFF. SWITCHES ARE

INDICATED ON THE FLOOR PLANS.

2. POWER PACKS SHALL BE LOCATED IN ACCESSIBLE LOCATIONS.

3. WHERE ROOMS CONTAIN 120V AND 277V LUMINAIRES PROVIDE POWER PACK(S) FOR

EACH VOLTAGE AND CONNECT TO COMMON OCCUPANCY SENSOR(S).

Newcomb&BoydCONSULTANTS AND ENGINEERS

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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MBE

ROW E400

ELECTRICAL DETAILS

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

MARK DATE DESCRIPTION

S

S

I

S

S

L

S

S

L

S

S

S

L L L

SL

L

S SL

CSMMSE

CSMMSE

CI

I

FIRE ALARM WIRING DETAIL

SMOKECOMPARTMENT

SMOKE COMPARTMENT

SIMILAR

FIRE ALARM RISER DIAGRAM

BASEMENT

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

FOURTH FLOOR

FIFTH FLOOR

SIXTH FLOOR

SEVENTH FLOOR

EIGHTH FLOOR

NINTH FLOOR

GROUND FLOOR

TENTH FLOOR

ELEVENTH FLOOR

TWELFTH FLOOR

THIRTEENTH FLOOR

FOURTEENTH FLOOR

FIFTEENTH FLOOR

SIXTEENTH FLOOR

SEVENTEENTH FLOOR

EIGHTEENTH FLOOR

SIXTH FLOOR MEZZANINE

ELECTRICAL ROOM 3K058

FIRE ALARM LEGEND

AREA OF WORK

GENERAL NOTES AND CRITERIA:

THE WORK SHOWN ON THE FIRE ALARM DRAWINGS CONSTITUTES A PRELIMINARY PLAN OF THE NEW FIRE ALARM

SYSTEM. THE PURPOSE IS TO DEFINE THE SCOPE OF WORK, SHOW THE PRIMARY SYSTEM FEATURES AND

PERFORMANCE CRITERIA, AND ESTABLISH A LEVEL OF QUALITY FOR THE WORK. THESE DOCUMENTS ARE INTENDED

FOR REVIEW BY ALL AUTHORITIES HAVING JURISDICTION AND WILL BE THE BASIS OF A CONTRACT WITH A FIRE

ALARM PROVIDER. INSTALLATION SHOP DRAWINGS AND CALCULATIONS, BASED ON THE ACTUAL EQUIPMENT TO BE

INSTALLED SHALL BE PREPARED BY THE FIRE ALARM PROVIDER AND SUBMITTED FOR REVIEW BY ALL AUTHORITIES

PRIOR TO INSTALLATION. SHOP DRAWINGS AND CALCULATIONS SHALL SHOW ADDITIONAL DETAIL AS REQUIRED BY

NFPA 72-2013 AND THE PROJECT SPECIFICATIONS.

CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON THE IBC CODE-2012, NFPA 101-2012

LIFE SAFETY CODE, NFPA 72 FIRE ALARM CODE 2013 AND, NFPA 70-2011 ELECTRICAL CODE,

THE HOSPITAL FACILITY FIRE ALARM DESIGN IS BASED ON RELOCATION AND PARTIAL EVACUATION OF BUILDING

OCCUPANTS AS DEFINED BY NFPA 72-2013. EVACUATION ZONES CORRESPOND TO THE BUILDING SMOKE COMPARTMENTS

AS NOTED ON THE DRAWINGS. ALL CIRCUITS NECESSARY FOR THE OPERATION OF AUDIBLE AND VISUAL NOTIFICATION

APPLIANCES SHALL BE PROTECTED UNTIL THEY ENTER THE EVACUATION ZONE WHICH THEY SERVE. PROTECTION SHALL

CONSIST OF CABLES INSTALLED IN METAL RACEWAY IN ACCORDANCE WITH NFPA 72-2013..

THE BUILDING IS FULLY PROTECTED BY AUTOMATIC SPRINKLERS INSTALLED IN ACCORDANCE WITH NFPA 13. WHERE

CIRCUITS ARE PROTECTED, THE RACEWAY SHALL CONSIST OF EMT AND OUTLET OR PULL BOXES WITH METAL COVERS.

FIRE ALARM DEVICES SUCH AS SLC DEVICES OR NOTIFICATION DEVICES SHALL NOT BE CONNECTED TO THE PROTECTED

PORTION OF THE CIRCUIT. ATTACK BY FIRE WITHIN AN EVACUATION ZONE SHALL NOT IMPAIR CONTROL AND OPERATION

OF NOTIFICATION APPLIANCES OUTSIDE THE EVACUATION ZONE.

THE DATA AND AUDIO NETWORK BETWEEN EXISTING FIRE ALARM PANELS AND WORK STATIONS IS ARRANGED CLASS A

STYLE 7 AS DEFINED BY NFPA 72-2013. SIGNALING LINE CIRCUITS SHALL BE ARRANGED CLASS B STYLE 4 AND

SHALL BE SUB-DIVIDED USING TEE-TAPS AND ISOLATION MODULES. SIGNALING LINE CIRCUITS SHALL NOT BE TEE-TAPPED

OUTSIDE OF A THE CLOSET WHERE THE FACP IS LOCATED. NOTIFICATION APPLIANCE CIRCUITS SHALL BE ARRANGED CLASS B

CONTRACTOR TO FIELD VERIFY THE EXISTING FIRE ALARM AND DEMOLISH EXISTING FIRE ALARM DEVICES

WIRING J.BOXES ETC. EXISTING SIGNATURE SERIES TYPE INITIATING DEVICES SHALL REMAIN.

AND SHALL NOT BE TEE-TAPPED.

TC

NAC

FIRE ALARM PANEL ROOM

EXISTING FIRE ALARM FIELD PANEL EST-3

EXISTING NAC POWER SUPPLY FOR NOTIFICATION ZONE

TYPICAL NEW NAC POWER SUPPLY FOR NOTIFICATION ZONE

SIGNALING LINE CIRCUIT

ISOLATED PORTION OF SLC TO SMOKE ZONE 6-A

ISOLATED PORTION OF SLC TO SMOKE ZONE 6-B

CONTROL MODULE TO ACTIVATE NAC CIRCUITS

EXISTING NETWORK DATA COMMUNICATION AND AUDIO

TERMINAL CABINET

SPEAKER CIRCUIT TO SMOKE ZONE 6-A

SPEAKER CIRCUIT TO SMOKE ZONE 6-B

SMOKE ZONE BOUNDARY

HOMERUN EMT FROM FIRE ALARM CLOSET TO SMOKE ZONE

ISOLATE THE PORTION OF THE SLC CIRCUIT THAT SERVES EACHEVACUATION (SMOKE) ZONE.

NAC POWER SUPPLIES TYPICALLY CONTAIN 4 CLASS B CIRCUITS.EACH CIRCUIT SHALL SERVE NO MORE THAN ONE EVACUATION (SMOKE) ZONE.NAC POWER SUPPLIES SHALL SERVE ONLY ONE NOTIFICATION ZONE.

SLC CIRCUITS SHALL NOT BE TEE-TAPPED OUTSIDE OF THE FIRE ALARMPANEL ROOM.

IN A LARGE EVACUATION (SMOKE) ZONE WHERE A DEDICATED NAC POWERSUPPLY IS JUSTIFIED, THE CONTRACTOR MAY LOCATE THE NAC POWER SUPPLYWITHIN THE EVACUATION ZONE. THE POWER SUPPLY SHALL NOT SERVE OTHER ZONES.

FACP6

EST-3

TC

NEW SLC-CLASS B

NEW SPEAKER CIRCUIT

EXISTING

EXISTING

EXISTING

NEW (NAC) STROBE

FIRE ALARM IMPAIRMENT SHALL BE COORDINATED WITH THE HOSPITAL SAFETY OFFICIAL AND FIRE DEPARTMENT.

REPROGRAM THE FIRE ALARM SYSTEM AND TEST IN ACCORDANCE WITH NFPA72-2013..

SEE ARCHITECTURAL DRAWINGS FOR SMOKE COMPARTMENTS AND BOUNDARIES

PROVIDE (TVSS) FOR EACH FIRE ALARM POWER SUPPLY CONTROL PANEL

NO SCALE

DO NOT CONNECT DEVICES TO HOMERUN PORTION

FACP 6

FACP 4

FACP 5

FACP 7

FACP 8

FACP 9

FACP 1 FACP 3

FACP 10

FACP 11

FACP 12

FACP 2

EST-3 EST-3 EST-3

EST-3EST-3

EST-3

EST-3

EST-3

EST-3 EST-3

EST-3 EST-3

EXISTINGFIREWORKS

NO SCALE

NEW COMBINATION FIRE ALARM SPEAKER/STROBE LIGHT CEILING MOUNTED

NEW ELEVATOR SMOKE DETECTOR(SIGNATURE SERIES TYPE)

cd

FIRE ALARM POWER SUPPLY

DENOTES FIRE ALARM STROBE CANDELA RATING.

NEW DUCT SMOKE DETECTOR (SIGNATURE SERIES TYPE)

REMOTE LED DUCT SMOKE DETECTOR TEST STATION

NEW FIRE ALARM STROBE LIGHT CEILING MOUNTED

NEW FIRE ALARM SPEAKER CEILING MOUNTED

NEW PULL STATION (SIGNATURE SERIES TYPE)

NEW AREA SMOKE DETECTOR(SIGNATURE SERIES TYPE)

E

SMOKE DETECTORS IN CORRIDORS HAVE BEEN LOCATED APPROXIMATELY BASED ON

AN AREA DETECTOR WITH A LISTED SPACING OF 30'x30'. SPACING MAY BE MODIFIED

BASED ON NFPA 72-2013 AND THE FOLLOWING RESTRICTIONS:

(1) A SMOKE DETECTOR SHALL BE LOCATED WITHIN 5 FEET OF THE OPENING OF A

CROSS-CORRIDOR DOOR WHICH IS HELD OPEN.

(2) SMOKE DETECTORS SHALL BE ALIGNED WITH LIGHTS, SPRINKLER, AND DIFFUSERS.

(3) SMOKE DETECTORS SHALL BE LOCATED IN THE CENTER OF 2'x2' CEILING TILES.

(4) ADJUST THE LOCATION OF DETECTORS TO AVOID EXISTING CEILING-MOUNTED

EQUIPMENT.

(5) LOCATE SMOKE DETECTORS AT LEAST 3 FEET FROM THE EDGE OF AIR SUPPLY

DIFFUSERS AND RETURN AIR GRILLS.

(6) LOCATE A SMOKE DETECTOR WITHIN 21 FEET OF THE CENTER OF ELEVATOR DOORS.

SMOKE DETECTORS:

EXISTING FIREMAN PHONE TO REMAIN

FIRE ALARM TAMPER SWITCH

FIRE ALARM FLOW SWITCH

FIRE ALARM DOOR HOLDER

ISOLATION MODULE

FIRE ALARM DOOR HOLDER

EST-3 NEW FIRE ALARM CONTROL PANEL.

DH

PS

PS

J

R

9

10

13

8

7

6

J

J

J

J

J

R

R

14

J

9

10

13

14

1312

11

12

11

876

5

43

2

10

9

8

7

6

5

4

3

2

1

1

5

4

3

2

1

NEW FACP

EST-3

ES

T-3

NEW FACP - ROOM 3K058

Newcomb&BoydCONSULTANTS AND ENGINEERS

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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17220005

JUNE 27, 2016

FA000

FIRE ALARM LEGEND ANDDETAILS

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

MARK DATE DESCRIPTION

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

SL

SL

SL

SL

LL

L

L

L

SL

SL

SL

SL

SL

SL

LL

L

L

L

L

L

L

L

L

L

L L L

LL

BREAK

ROOM

316

OCT.

318

PHYS.

WORK 4

319

MANAGER

355

EXAM

ROOM

308

DIAG.

314

DIAG.

315

DIAG.

333

DIAG.

334

DIAG.

335

DIAG.

337

CLEAN

336

MINOR

SURGERY

B-SCAN

342

SOILED

343

RECEPTION

/ CASH.

302

ELEC.

317

TLT

338

J/C

339

TLT

340

TLT

331

TLT

330

EXAM

ROOM

309

LASER

323

EXAM

ROOM

354

EXAM

ROOM

353

EXAM

ROOM

352

EXAM

ROOM

351

EXAM

ROOM

350

EXAM

ROOM

349

EXAM

ROOM

348

EXAM

ROOM

347

EXAM

ROOM

346

EXAM

ROOM

328

EXAM

ROOM

327

EXAM

ROOM

326

EXAM

ROOM

325

EXAM

ROOM

324

EXAM

ROOM

312

EXAM

ROOM

311

EXAM

ROOM

310

PHYS.

WORK 1

345

OFFICE

332

PHYS.

WORK 3

313

PHYS.

WORK 2

329

EXAM

ROOM

307

SWING

OFFICE

344

CORRIDOR

300

WAITING

301

TOIL.

303

CORRIDOR

305

TOIL.

304

CORRIDOR

306

CORRIDOR

320

CORRIDOR

341

CORRIDOR

322

CORRIDOR

321

CLINCAL

TRIALS

356

15cd

15cd

15cd

15cd

15cd

15cd

15cd

15cd

15cd

15cd

15cd

15cd

15cd

15cd

15cd

15cd

15cd

15cd

15cd

15cd

15cd

15cd

15cd0.5w

15cd0.5w

75cd0.5w 15cd

0.5w

15cd15cd

15cd

15cd15cd

75cd0.5w

15cd

15cd

15cd

15cd

15cd

15cd0.5w

15cd0.5w

75cd

15cd0.5w

15cd

15cd0.5w

15cd0.5w

15cd

NOTE:PLEASE COORDINATE FIRE ALARMDEVICE LOCATIONS WITH1- ARCHITECTURAL CEILING PLAN2- LIGHT FIXTURES3- SPRINKLER HEADS.

15cd

15cd

15cd

15cd 15cd 15cd

15cd 15cd 15cd

Newcomb&BoydCONSULTANTS AND ENGINEERS

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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JUNE 27, 2016

FA101

FIRE ALARM THIRDFLOOR PLAN

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

1/8" = 1'-0"1

FIRE ALARM THIRD FLOOR PLAN

MARK DATE DESCRIPTION

FIRE PROTECTION NOTES

1. THE HOSPITAL FIRE COMMAND CENTER AND FIRE DEPARTMENT SHALL BE ADVISED BEFORE

EXISTING SPRINKLER SYSTEM ARE TAKEN OUT OF SERVICE FOR TENANT IMPROVEMENTS.2. NEW SPRINKLER HEAD SHALL MATCH THE EXISTING BUILDING STANDARD.

3. SYSTEM INSTALLATION SHALL COMPLY WITH NFPA13-2013 AND LOCAL CODES.

4. REFER TO ARCHITECTURAL REFRACTED CEILING PLAN FOR EXACT HEAD LOCATIONS.

5. SPRINKLER SYSTEM MODIFICATION SHALL BE PERFORMED BY AN EXPERIENCE COMPANY.THE COMPANY SHALL HOLD A CURRENT COMPETENCY CERTIFICATE ISSUED BY THE STATE

OF GEORGIA

6. MECHANICAL ROOMS, ELECTRICAL ROOMS, STORAGE, LOCKER ROOMS AND LABS ARE

NEW RECESSED PENDENT SPRINKLER HEAD

CLASSIFIED AS ORDINARY HAZARD GROUP 1. SPRINKLER SPACING SHALL NOT BE MAXIMUM

OF 130 SQUARE FEET. DESIGN DENSITY SHALL BE 0.15 GPM PER SQUARE FOOT OVER THEMOST REMOTE 1500 SQUARE FEET. ALL REMAINING SPACES ARE CLASSIFIED AS LIGHT HAZARD

SPRINKLER SPACING SHALL BE A MAXIMUM OF 225 SQUARE FEET. DESIGN DENSITY SHALL BE0.10 GPM PER SQUARE FOOT OVER THE MOST REMOTE 1500 SQUARE FEET.

7. PROVIDE ONE SET OF FIRE PROTECTION SHOP DRAWING AND HYDRAULIC CALCULATIONS

TO THE STATE FIRE MARSHAL OFFICE AND THE GRADY HOSPITAL INSURANCE UNDERWRITER

FOR REVIEW AND APPROVAL.

FIRE PROTECTION LEGEND

NEW SPRINKLER PIPE

EXISTING SPRINKLER OUT-LET

NN SPRINKLER ARM-OVER

N

Newcomb&BoydCONSULTANTS AND ENGINEERS

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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17220005

JUNE 27, 2016

FP000

FIRE PROTECTIONLEGEND AND DETAILS

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

MARK DATE DESCRIPTION

BREAK

ROOM

316

OCT.

318

PHYS.

WORK 4

319

MANAGER

355

EXAM

ROOM

308

DIAG.

314

DIAG.

315

DIAG.

333

DIAG.

334

DIAG.

335

DIAG.

337

CLEAN

336

MINOR

SURGERY

B-SCAN

342

SOILED

343

RECEPTION

/ CASH.

302

ELEC.

317

TLT

338

J/C

339

TLT

340

TLT

331

TLT

330

EXAM

ROOM

309

LASER

323

EXAM

ROOM

354

EXAM

ROOM

353

EXAM

ROOM

352

EXAM

ROOM

351

EXAM

ROOM

350

EXAM

ROOM

349

EXAM

ROOM

348

EXAM

ROOM

347

EXAM

ROOM

346

EXAM

ROOM

328

EXAM

ROOM

327

EXAM

ROOM

326

EXAM

ROOM

325

EXAM

ROOM

324

EXAM

ROOM

312

EXAM

ROOM

311

EXAM

ROOM

310

PHYS.

WORK 1

345

OFFICE

332

PHYS.

WORK 3

313

PHYS.

WORK 2

329

EXAM

ROOM

307

SWING

OFFICE

344

CORRIDOR

300

WAITING

301

TOIL.

303

CORRIDOR

305

TOIL.

304

CORRIDOR

306

CORRIDOR

320

CORRIDOR

341

CORRIDOR

322

CORRIDOR

321

CLINCAL

TRIALS

356

N N

N

N

NN

N

N

NN

N

NNN

N

N N N

N

N

N

N

N

N

NN

NOTE:ALL SPRINKLER HEADS SHALL BE NEWDO NOT USE EXISTING SPRINKLER HEADS.

Newcomb&BoydCONSULTANTS AND ENGINEERS

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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17220005

JUNE 27, 2016

FP101

FIRE PROTECTION THIRDFLOOR PLAN

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

1/8" = 1'-0"1

FIRE PROTECTION THIRD FLOOR PLAN

MARK DATE DESCRIPTION

Newcomb&BoydCONSULTANTS AND ENGINEERS

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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17220005

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M000

HVAC LEGEND ANDGENERAL NOTES

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

HVAC LEGEND

PIPING, VALVES AND ACCESSORIES

HWS HOT WATER SUPPLY

HWR HOT WATER RETURN

BLIND FLANGE

HOSE END CONNECTION

PIPE CAP

DIRECTION OF FLOW

ELBOW - 90°

ELBOW - TURNED DOWN

ELBOW - TURNED UP

STRAINER

REDUCER - CONCENTRIC

REDUCER - ECCENTRIC

TEE

TEE OUTLET DOWN

TEE OUTLET UP

UNION OR FLANGE

CHECK VALVE

2-WAY CONTROL VALVE

EXISTING PIPING

EXISTING PIPING TO BE REMOVED

BUTTERFLY VALVE (2.5" AND LARGER)

FLOW CONTROL VALVE (M-MANUAL TYPE; A-AUTOMATIC TYPE)FA

NEEDLE VALVE

DUCTWORK AND AIR DISTRIBUTION

20X20 DUCT (FIRST DIMENSION IS SIDE SHOWN IN INCHES)

SUPPLY AIR DUCT SECTION

RETURN OR OUTSIDE AIR DUCT SECTION

EXHAUST AIR DUCT SECTION

INCLINED RISE (R) OR DROP (D), ARROW IN DIRECTION OF AIR FLOWR

TRANSITION

SPIN-IN FITTING WITH ROUND RIGID DUCT

90° BRANCH TAKEOFF

TRANSITION FROM RECTANGULAR TO ROUND DUCTWORK

MANUAL DAMPER (MD), BACKDRAFT DAMPER (BD), LOW LEAKAGEMANUAL DAMPER (LMD), OR CONTROL DAMPER (CD)

MD

CONTROL DAMPER

TURNING VANES

SIDEWALL SUPPLY GRILLE OR REGISTER WITH SIZE, TYPE, AND CFM

12X12 S-100

__________

SIDEWALL RETURN OR EXHAUST GRILLE OR REGISTER WITH SIZE,TYPE, AND CFM

12X12 R-100

__________

CEILING RETURN OR EXHAUST GRILLE OR REGISTER WITH SIZE,TYPE, AND CFM

18X18 R-600

__________

FLEXIBLE DUCT AND CEILING SUPPLY DIFFUSER WITH ROUNDNECK SIZE, TYPE, AND CFM

12"Ø S-600

__________

EXISTING DUCTWORK OR EQUIPMENT

EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED

24" x 24" CEILING RETURN GRILLE (R-EG UNLESS NOTED OTHERWISE)

FLEXIBLE DUCT

TERMINAL UNIT WITH REHEAT AND INLET DUCT TRANSITION ANDFLEXIBLE DUCT SHOWN

ROUND OR FLAT OVAL DUCTWORKØ

CONTROLS AND SENSORS

T TEMPERATURE SENSOR

ABBREVIATIONS

APD AIR PRESSURE DROP

ARCH ARCHITECT/ARCHITECTURAL

BCS BUILDING CONTROL SYSTEM

CFM CUBIC FEET PER MINUTE

CTE CONNECT TO EXISTING

EAT ENTERING AIR TEMPERATURE

EWT ENTERING WATER TEMPERATURE

EX EXISTING

FPM FEET PER MINUTE

GPM GALLONS PER MINUTE

LAT LEAVING AIR TEMPERATURE

LWT LEAVING WATER TEMPERATURE

NC NORMALLY CLOSED

NO NORMALLY OPEN

WG WATER GAUGE

WPD WATER PRESSURE DROP

GENERAL HVAC NOTES:

SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF GRILLES,REGISTERS AND DIFFUSERS.

PROVIDE LABELS FOR ALL PRESSURE SENSORS, TERMINAL UNITS AND DAMPERSLOCATED ABOVE THE CEILING. LOCATE LABELS ON THE CEILING GRID BELOW PRESSURESENSORS, TERMINAL UNITS AND FIRE & FIRE/SMOKE DAMPERS. ALL LABELS SHALLINDICATE THE EQUIPMENT TAG IN TYPED LETTERS.PRESSURE SENSOR LABELS SHALLALSO INDICATE THE TAG OF THE ASSOCIATED AHU. COORDINATE LABEL COLORS WITHTHE ARCHITECT.

ALL EQUIPMENT, DIFFUSERS AND GRILLES SHOWN TO BE DEMOLISHED SHALL BEREMOVED FROM THE SITE OR TURNED OVER TO GRADY FOR RECYCLING.

ALL EXISTING DUCTWORK AND PIPING THAT IS TO BE CONNECTED INTO, DEMOLISHED, ORMODIFIED SHALL BE FIELD VERIFIED AND CONFIRMED BEFORE COMMENCING WORK.EXISTING DUCTWORK AND PIPE SIZES SHOWN WERE TAKEN FROM ORIGINAL DESIGNDOCUMENTS.

SCHEDULE SHUT-DOWNS IN ACCORDANCE WITH GRADY PROCEDURES. ASSUME ALLSYSTEMS ARE 'LIVE' UNLESS OTHERWISE NOTED.

DEMOLITION SCOPE INCLUDES REMOVAL OF ALL EXISTING DUCT AND PIPING BACK TOLAST MAIN OR VALVE. THERE SHALL BE NO ABANDONED PIPE OR DUCT.

PROVIDE MANUAL BALANCING DAMPERS AT EVERY BRANCH TAKE-OFF TO DIFFUSERS ANDGRILLES.

SEE FLOW SCHEMATICS FOR PIPE SIZES NOT INDICATED ON THE DRAWINGS. MINIMUMPIPE SIZE SHALL BE 0.75", UNLESS SPECIFICALLY INDICATED OTHERWISE.

1.

2.

3.

4.

5.

6.

7.

8.

PROVISIONS TO KEEP THE AREA IN THE SCOPE OF WORK UNDERNEGATIVE PRESSURE DURING CONSTRUCTION:

PROVIDE TEMPORARY EXHAUST FAN(S) DUCTED TO OUTDOOR TO KEEP THE CONSTRUCTIONAREA UNDER NEGATIVE PRESSURE DURING COURSE OF RENOVATION.

PROVIDE AIRFLOW MONITORING DEVICES IN CONSTRUCTION BARRIERS TO SIGNAL WHENNEGATIVE PRESSURES ARE NOT MAINTAINED.

ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OFDUCT SYSTEM.

CLEANUP SHALL BE DONE BY VACUUMING WITH A HEPA-FILTERED FAN DEVICE.

SEE ARCHITECTURAL DRAWINGS AND GRADY'S STANDARDS FOR ADDITIONAL INFECTIONCONTROL PREVENTIVE MEASURES REQUIREMENT.

1.

2.

3.

4.

BALL VALVE (2" AND SMALLER)

T EXISTING THERMOSTAT

TWO-WAY CONTROL VALVE

SIGNAL FROM BCS SYSTEMBCS

SIGNAL TO BCS SYSTEMBCS

MARK DATE DESCRIPTION

5.

T

T

T

T

T

T

T

T

T

T

T

HWR

HWS

HWS

HWR

VR47-45

44X

20

VR47-44

VR47-43

VR47-37

VR47-38

40X

20

38X

20

VR47-36

VR47-33

VR47-32

VR47-41

VR47-34

VR47-39

1

1

VR47-45

VR47-44VR47-37

VR47-38

VR47-33

VR47-32

VR47-41

VR47-34

VR47-39

1

1

Newcomb&BoydCONSULTANTS AND ENGINEERS

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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17220005

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M100

HVAC THIRD FLOORDEMOLITION PLAN

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

1/8" = 1'-0"1

HVAC DUCTWORK THIRD FLOOR DEMOLITION PLAN 1/8" = 1'-0"

2HVAC PIPING THIRD FLOOR DEMOLITION PLAN

KEY NOTES: (THIS PART PLAN ONLY)

1 DEMOLISH TERMINAL UNIT AND ASSOCIATED CONTROLS.

KEY NOTES: (THIS PART PLAN ONLY)

1 DEMOLISH TERMINAL UNIT AND ASSOCIATED CONTROLS

MARK DATE DESCRIPTION

T

T

T

T

T

T

T

T T

HWR

HWS

HWS

HWR

BREAK

ROOM

316

OCT.

318

PHYS.

WORK 4

319

MANAGER

355

EXAM

ROOM

308

DIAG.

314

DIAG.

315

DIAG.

333

DIAG.

334

DIAG.

335

DIAG.

337

CLEAN

336

MINOR

SURGERY

B-SCAN

342

SOILED

343

RECEPTION

/ CASH.

302

ELEC.

317

TLT

338

J/C

339

TLT

340

TLT

331

TLT

330

EXAM

ROOM

309

LASER

323

EXAM

ROOM

354

EXAM

ROOM

353

EXAM

ROOM

352

EXAM

ROOM

351

EXAM

ROOM

350

EXAM

ROOM

349

EXAM

ROOM

348

EXAM

ROOM

347

EXAM

ROOM

346

EXAM

ROOM

328

EXAM

ROOM

327

EXAM

ROOM

326

EXAM

ROOM

325

EXAM

ROOM

324

EXAM

ROOM

312

EXAM

ROOM

311

EXAM

ROOM

310

PHYS.

WORK 1

345

OFFICE

332

PHYS.

WORK 3

313

PHYS.

WORK 2

329

EXAM

ROOM

307

SWING

OFFICE

344

CORRIDOR

300

WAITING

301

TOIL.

303

CORRIDOR

305

TOIL.

304

CORRIDOR

306

CORRIDOR

320

CORRIDOR

341

CORRIDOR

322

CORRIDOR

321

CLINCAL

TRIALS

356

44X

2038

X20

VR47-44

42X

18

44X

16VR47-37

40X

2440

X20

VR47-43

VR47-33

VR47-32VR47-36

VR47-41

VR47-34

VR47-39

11

1 3

13

4

2

13

2

1 3

1

12X10 VR47-38 CTE

CTE

CTE

MD

MD

MD

150

10X10 R-EG________

150

10X10 R-EG________

150

10X10 R-EG________8"Ø S-CF

150 (TYP 3)________

6"Ø S-CF

100________

CTE

VR47-45

12X10

CTE

CTE

400

12X12 R-EG________

120

10X10 R-EG________

8"Ø S-CF

200 (TYP 2)________

6"Ø S-CF

120________

MD

MD

BREAK

ROOM

316

OCT.

318

PHYS.

WORK 4

319

MANAGER

355

EXAM

ROOM

308

DIAG.

314

DIAG.

315

DIAG.

333

DIAG.

334

DIAG.

335

DIAG.

337

CLEAN

336

MINOR

SURGERY

B-SCAN

342

SOILED

343

RECEPTION

/ CASH.

302

ELEC.

317

TLT

338

J/C

339

TLT

340

TLT

331

TLT

330

EXAM

ROOM

309

LASER

323

EXAM

ROOM

354

EXAM

ROOM

353

EXAM

ROOM

352

EXAM

ROOM

351

EXAM

ROOM

350

EXAM

ROOM

349

EXAM

ROOM

348

EXAM

ROOM

347

EXAM

ROOM

346

EXAM

ROOM

328

EXAM

ROOM

327

EXAM

ROOM

326

EXAM

ROOM

325

EXAM

ROOM

324

EXAM

ROOM

312

EXAM

ROOM

311

EXAM

ROOM

310

PHYS.

WORK 1

345

OFFICE

332

PHYS.

WORK 3

313

PHYS.

WORK 2

329

EXAM

ROOM

307

SWING

OFFICE

344

CORRIDOR

300

WAITING

301

TOIL.

303

CORRIDOR

305

TOIL.

304

CORRIDOR

306

CORRIDOR

320

CORRIDOR

341

CORRIDOR

322

CORRIDOR

321

CLINCAL

TRIALS

356

VR47-38

VR47-45

TT

CTE

CTE

Newcomb&BoydCONSULTANTS AND ENGINEERS

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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17220005

JUNE 27, 2016

M101

HVAC THIRD FLOOR PLAN

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

1/8" = 1'-0"1

HVAC DUCTWORK THIRD FLOOR PLAN 1/8" = 1'-0"

2HVAC PIPING THIRD FLOOR PLAN

KEY NOTES: (THIS PART PLAN ONLY)

1

2

RELOCATED DIFFUSER.

RELOCATED THERMOSTAT.

REBALANCE EXISTING DIFFUSER FOR 250 CFM.

REBALANCE EXISTING DIFFUSER FOR 100 CFM.

3

4

MARK DATE DESCRIPTION

TERMINAL UNIT SCHEDULE

NO.

VR47-38

VR47-45

NOTES:

1. TYPE:

VV

CV

2. CAPACITY BASED ON 55° EAT FOR VV-R AND CV-R UNITS.

3. HOT WATER BASED ON 180°F EWT AND MAXIMUM 3' WPD.

4. SOUND POWER LEVELS IN dB re 10 pW, UNLESS AS SCHEDULED, SHALL BE WITHIN THE ARI 880-1998

TOLERANCES OF THE FOLLOWING LEVELS:

LEVELS BASED ON MAXIMUM PRIMARY CFM AND MINIMUM DIFFERENTIAL STATIC PRESSURE OF 1" WG

FOR VV AND CV UNITS. PROVIDE SOUND ATTENUATORS ON DISCHARGE AND PLENUM RETURN AIR

TO MEET THE SPECIFIED SOUND POWER LEVELS.

5. DIFFERENTIAL STATIC PRESSURE DROP ACROSS COMPLETE ASSEMBLY,

INCLUDING HEATING COIL, FOR ALL UNITS SHALL NOT EXCEED 0.3" WG APD.

6. THE DRAWINGS INDICATE THE DESIGN INTENT TO PROVIDE ACCESS TO HEATING COILS, CONTROL

PANELS, AND ACCESS DOORS. IF TERMINAL UNITS PROVIDED ARE CONFIGURED DIFFERENTLY, THE

ACCESS REQUIREMENTS SHALL BE ADJUSTED IN THE FIELD.

TYPE

(NOTE 1)

VV-R

VV-R

- VARIABLE VOLUME

- CONSTANT VOLUME

CASING RADIATED

DISCHARGE

LESS THAN 1000 CFM

1000 CFM OR MORE

PRIMARY CFM

MAXIMUM

550

520

MINIMUM

300

300

-

OCTAVE BAND

2

51

55

58

HOT WATER HEATING COIL

CAPACITY

MBH(NOTE 2)

11.3

11.3

R REHEAT

3

51

58

59

GPM(NOTE 3)

1.1

1.1

4

46

57

58

PIPE

RUNOUTSIZES, IN.

0.75

0.75

BCS PANEL

INPUT/OUTPUT SUMMARYTERMINAL UNITS

TERMINAL UNIT CONTROLLER

PRIMARY AIR FLOW

PRIMARY AIR VALVE CONTROL

SPACE TEMPERATURE

SUPPLY AIR TEMPERATURE

HOT WATER CONTROL VALVE

SY

ST

EM

GR

AP

HIC

DIS

PLA

Y

X

OUTPUTS

DIGITAL

ST

AR

T/S

TO

P

EN

AB

LE

/DIS

AB

LE

OP

EN

/CLO

SE

ANALOG

SE

TP

OIN

T A

DJU

ST

BC

S C

ON

TR

OL

X

X

INPUTS

DIGITAL

CU

RR

EN

T S

EN

SIN

G R

ELA

Y

DIF

FE

RE

NT

IAL P

RE

SS

UR

E S

WIT

CH

AU

XIL

IAR

Y C

ON

TA

CT

ALA

RM

CO

NT

AC

T

PU

LS

E C

ON

TA

CT

DA

MP

ER

/VA

LV

E S

WIT

CH

PO

SIT

ION

ANALOG

TE

MP

ER

AT

UR

E

X

X

RE

LA

TIV

E H

UM

IDIT

Y

PR

ES

SU

RE

AIR

FLO

W M

EA

SU

RE

ME

NT

X

ALARM

CA

RB

ON

DIO

XID

E L

EV

EL

HIG

H/L

OW

LIM

ITX

RU

N T

IME

TO

TA

LIZ

AT

ION

SE

NS

OR

FA

ILU

RE

X

CO

MM

UN

ICA

TIO

NS

FA

ILU

RE

X

FLO

W F

AIL

UR

E

X

BCS

PR

OP

OR

TIO

NA

L

PR

OP

OR

TIO

NA

L +

IN

TE

GR

AL

X

X

ENERGY MGMT.

TIM

E S

CH

ED

ULE

ST

AR

T/S

TO

P

OP

TIM

UM

ST

AR

T/S

TO

P

DA

Y/N

IGH

T S

ET

BA

CK

EC

ON

OM

IZE

RE

NE

RG

Y M

ET

ER

ING

AR

CH

IVA

L S

ER

VE

R

BA

S T

RE

ND

FA

ILU

RE

MO

DE

(S

EE

NO

TE

S 1

AN

D 2

)

L

L

NO

TE

S

3

HWR

HWS

C

H

TERMINAL

BCS

BCS

BCS

T

UNITFROM AHU

TBCS

TEMPERATURESPACE

ZONETYPICAL

NOTES:

1. FAILURE MODE: O - ON OR OPEN, C - OFF OR CLOSE, L - LAST COMMAND2. TERMINAL UNIT CONTROLS AND INTERFACES SHALL BE ARRANGED SO THAT EQUIPMENT CONTROLLED BY THE BCS OPERATES

3. PROVIDE TERMINAL UNIT BCS CONTROLLER WITH IDENTICAL CONTROL POINTS AND FUNCTIONS FOR EACH TERMINAL UNIT.

AS INDICATED ON FAILURE OF THE TERMINAL UNIT CONTROLLER FOR ANY REASON, INCLUDING LOGIC POWER SUPPLY FAILURE,

X

X

1. ON A DROP IN SPACE TEMPERATURE BELOW COOLING SETPOINT, EACH TERMINAL

UNIT CONTROLLER SHALL MODULATE THE PRIMARY AIR VALVE TO THE MINIMUM

FLOW.

2. IF THE SPACE TEMPERATURE FALLS THROUGH THE SPACE TEMPERATURE

DEADBAND TO THE HEATING SETPOINT, THE TERMINAL UNIT CONTROLLER SHALL

MODULATE THE HOT WATER VALVE TO MAINTAIN HEATING SPACE TEMPERATURE

SETPOINT.

VARIABLE VOLUME SEQUENCE OF OPERATION:

TERMINAL UNIT CONTROLLER

COOLING SETPOINT ADJUST X

OPERATIONAL INTERLOCKS SHALL REMAIN IN EFFECT.

MINIMUMAIRFLOWSETPOINT

DEAD

AIRFLOWSETPOINT

MAXIMUM COOLINGAIRFLOW SETPOINTSUPPLY AIR

TEMPERATURE

HEATING LOOP COOLING LOOPBAND

1 CONTROL SCHEMATIC FOR TERMINAL UNITS WITH REHEATNO SCALE

VAV

INLET COLLAR

ENTRY DUCT

FLEX DUCT(36" MAXLENGTH)

HARD DUCTTRANSITION

TWO DIAMETERSMINIMUM LENGTHATINLET COLLAR SIZE

NOTES:

1. SIZE FLEX DUCT AND BRANCH DUCT TWO STANDARD DUCT SIZES LARGERTHAN TERMINAL UNIT INLET.

2 TERMINAL UNIT ENTRY DUCT DETAILNO SCALE

FOR 2-WAY VALVES

NOTES:1. PROVIDE SWING JOINTS AT SUPPLY AND RETURN CONNECTIONS TO

MAINS WHERE COIL RUNOUTS ARE LESS THAN 5'-0" LONG.2. THIS DETAIL ALSO APPLIES TO DUCT-MOUNTED HOT WATER COILS.3. LOCATE NEEDLE VALVES AS CLOSE TO COIL CONNECTIONS AS POSSIBLE.

COILHWS

HWRM

F

3 TERMINAL UNIT HOT WATER COILSNO SCALE

FLOWDIRECTION

FOR PIPING 2.5"AND SMALLER

FOR PIPING 3" AND LARGER

FULLSIZEPIPE

2" MAXIMUM

3" PIPE

FLOWDIRECTION

0.75"

0.75"

6"6"

4 MANUAL AIR VENTSNO SCALE

Newcomb&BoydCONSULTANTS AND ENGINEERS

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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17220005

JUNE 27, 2016

M200

HVAC CONTROLS,SCHEDULES ANDDETAILS

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

MARK DATE DESCRIPTION

PLUMBING LEGEND

SYMBOLS

SOIL (S) OR WASTE (W) ABOVE FLOOR OR GRADE.

SOIL (S) OR WASTE (W) BELOW FLOOR OR GRADE.

VENT (V).

COLD WATER (CW).

HOT WATER (HW).

D INDIRECT DRAIN.

BASE CLEANOUT

STRAINER.

REDUCER - CONCENTRIC.

TYPE INDICATED ON SCHEDULE).

PRV-X PRESSURE REDUCING VALVE (X INDICATES THE PRV NUMBER;

CHECK VALVE.

GLOBE VALVE.

BALL VALVE.

TEMPERATURE AND PRESSURE RELIEF VALVE.

THERMOMETER (SEE SPECIFICATIONS FOR TYPE).

PRESSURE GAUGE.

A

AS INDICATED ON THE DRAWINGS).

WATER HAMMER ARRESTER (PDI SIZE A, B, C OR D

R

A-ATMOSPHERIC TYPE; D-DOUBLE CHECK VALVE TYPE).BACKFLOW PREVENTER (R-REDUCED PRESSURE TYPE;

ABBREVIATIONS

ABOVEABV

ABOVE CEILINGAC

ARCH ARCHITECT/ARCHITECTURAL

BEL BELOW

BF BELOW FLOOR

CLG CEILING

CONC CONCRETE

CONN CONNECT/CONNECTION

CONT CONTINUATION/CONTINUOUS

DOWNDN

DWG DRAWING

ELEC ELECTRICAL/ELECTRIC

EXP EXPOSED

FL FLOOR

GR GRADE

LV LAVATORY

MECH MECHANICAL

PDI PLUMBING AND DRAINAGE INSTITUTE

SPEC SPECIFICATION

SSTL STAINLESS STEEL

TEMP TEMPERATURE

TS TIGHT TO STRUCTURE

UC UNDERCOUNTER

VB VACUUM BREAKER

ABOVE FINISHED FLOOR/GRADEAFF/AFG

WC WATER CLOSET

CONNECT TO EXISTING.

WM WATER MACHINE

6. INSTALL PIPE I.D. WITH FLOW ARROWS AND INSULATION ON ALLDOMESTIC WATER PIPING SYSTEMS THROUGHOUT. LABEL ALL OTHERSYSTEMS COMPLETE WITH PIPE I.D. AND FLOW ARROWS.

GENERAL NOTES:

THESE DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTINGUTILITIES.

INSULATE ALL DOMESTIC WATER PIPING THROUGHOUT THISRENOVATION.

MAKE ALL VALVES ACCESSIBLE THROUGHOUT THIS RENOVATION;INSTALL VALVE TAGS.

ANCHOR AND SECURE ALL PIPING IN CHASES AND WALLSTHROUGHOUT SO THAT NO MOTION OCCURS AFTER FINISHED WALLSARE INSTALLED.

5.

4.

3.

2.

1.

7. WHERE THE EXISTING STRUCTURE OR SURROUNDING INTERIOR ISDAMAGED DURING THIS RENOVATION, THE CONTRACTOR SHALL BERESPONSIBLE TO MAKE ALL NECESSARY REPAIRS TO MATCH EXISTING.

8. CONTRACTOR SHALL VERIFY THAT EXISTING WASTE AND WATER PIPINGSHALL BE OF AMPLE SIZE AT NEW WASTE AND WATER CONNECTIONPOINTS TO EXISTING.

9. PROVIDE AND INSTALL ESCUTCHEONS ON ALL VISIBLE PIPE PENETRATIONS

THROUGHOUT THIS PROJECT.

10. PROVIDE AND INSTALL ISOLATION BETWEEN DISSIMILAR METALS, SUCH AS

COPPER TO CAST IRON PIPING.

11. CONTRACTOR SHALL PROVIDE ALL TEMPORARY OPENINGS, PENETRATIONS

AND REPAIRS REQUIRED TO COMPLETE THE SCOPE OF WORK, TO INCLUDE

BUT NOT LIMITED TO CEILING REMOVAL, PATCHING AND REPLACEMENT

AND INSTALLATION OF DAMAGED TILES.

PRESSURE REDUCING VALVE ASSEMBLY SCHEDULE

NO.

PRV-1

NOTES:

1. TYPE: S L H

SERVICE

STANDARD LOW PRESSURE HIGH PRESSURE

TYPE

VALVE SIZE (IN.) AND SETTING (PSIG)

VALVE 1 VALVE 2 VALVE 3

WATER/ICE MACHINES L 0.5", 25 - -

BACKFLOW PREVENTER SCHEDULE

NO.

BFP-1

NOTES:

1. TYPE: D DOUBLE CHECK VALVE

RP REDUCED PRESSURE

LINE

SIZE, IN.

TYPE

(NOTE 1)GPM

PRESSURE

DROP, PSIGNOTES

0.5" D 1 - -

SERVICELOCATION

WATER/ICE MACHINESFACILITY

(MANUFACTURER NOTED FOR BASIS OF DESIGN ONLY).

MIXING VALVE SCHEDULE

NO.

MV-1

TYPE

(NOTE 1)SERVICE

DESIGN

GPM

MINIMUM CIRCULATING

FLOW RATE, GPM

PRESSURE DROP,

PSIG

TEMPERATURE

SETTING, °F

T,S FIXTURES 0.5 10 109° POWERS LF e480

NOTES

SINGLE VALVE

THERMOSTATICALLY CONTROLLED1. TYPE:

S

T

NOTES:

0.5

2. MANUFACTURER NOTED FOR BASIS OF DESIGN ONLY.

PLUMBING FIXTURE SCHEDULENO.

F1-F5F6

FIXTURE TYPE

NOT USED

PIPING CONNECTION SIZE

HW-

CW S OR W

STAINLESS STEEL SINK, ONE BOWL, UNDERMOUNT, ADA 0.5" 0.5" 1.5"

--

F11 ICE MAKER BOX 0.5"- -

WHERE AVAILABLE, EXISTING PIPING THAT REQUIRES A CONNECTION,

DEMOLITION OR MODIFICATION, SHALL BE FIELD VERIFIED BEFORE

COMMENCING WORK. CONTRACT DOCUMENTS OR AS-BUILT DRAWINGS

WERE REFERENCED TO INDICATE EXISTING PIPE SIZES.

EXISTING PLUMBING PIPING THAT REQUIRES DEMOLITION SHALL BE

REMOVED FROM THE SITE. UNLESS OTHERWISE NOTED, EXISTING

PIPING OR PIPE HANGERS SHALL NOT BE ABANDONED IN PLACE.

12.

WHERE EXISTING PIPING IS VERTICALLY ROUTED IN A CHASE OR WALL

WHICH SHALL BE DEMOLISHED, EXISTING PIPING SHALL OFFSET AND

ROUTE TO A NEW CHASE OR WALL TO AN ABOVE OR BELOW

RECONNECTION.

13.

EXISTING HOT AND COLD WATER PIPING SHALL NOT HAVE DEAD LEGSGREATER THAN (3) INCHES. PIPING BRANCHES SHALL PROPERLYTERMINATE WITH A VALVED AND CAPPED STUB.

14.

F7-F10 NOT USED - --

Newcomb&BoydCONSULTANTS AND ENGINEERS

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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6 3:

29:2

4 P

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17220005

JUNE 27, 2016

P000

PLUMBING LEGEND,SCHEDULES ANDGENERAL NOTES

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

MARK DATE DESCRIPTION

SK

4

3

1

2

2

5

5

5

5

5

5

Newcomb&BoydCONSULTANTS AND ENGINEERS

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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6 3:

29:3

1 P

M

17220005

JUNE 27, 2016

P100

PLUMBING PRESSURETHIRD FLOORDEMOLITION PLAN

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

1/8" = 1'-0"1

PLUMBING PRESSURE THIRD FLOOR DEMOLITION PLAN

1

2

REMOVE EXISTING SINK AND TRIM; REMOVE EXISTINGWATER PIPING CONNECTIONS AND CAP BACK TO NEARESTACTIVE MAINS ABOVE CEILING.

REMOVE A SECTION OF EXISTING HOT AND COLD WATERPIPING FOR NEW WATER PIPING CONNECTIONS.

3 REMOVE EXISTING LAVATORY AND TRIM. REMOVE HOT ANDCOLD WATER PIPING CONNECTIONS AND TEMPORARILY CAPWATER PIPING BACK TO NEAREST ACTIVE MAINS ABOVE CEILINGFOR CONNECTIONS TO NEW SINK.

4 EXISTING PLUMBING EQUIPMENT AND PIPING IN THIS AREASHALL BE VERIFIED.

DEMOLITION NOTES:

5 EXISTING WATER PIPING SHALL REMAIN IN SERVICE.

DEMOLITION NOTES:

SEE DRAWING P101 FOR NEW WATER PIPING CONNECTIONSTO EXISTING WATER SYSTEM AND NEW FIXTURES ANDEQUIPMENT.

1.

MARK DATE DESCRIPTION

BREAK

ROOM

316

OCT.

318

PHYS.

WORK 4

319

MANAGER

355

EXAM

ROOM

308

DIAG.

314

DIAG.

315

DIAG.

333

DIAG.

334

DIAG.

335

DIAG.

337

CLEAN

336

MINOR

SURGERY

B-SCAN

342

SOILED

343

RECEPTION

/ CASH.

302

ELEC.

317

TLT

338

J/C

339

TLT

340

TLT

331

TLT

330

EXAM

ROOM

309

LASER

323

EXAM

ROOM

354

EXAM

ROOM

353

EXAM

ROOM

352

EXAM

ROOM

351

EXAM

ROOM

350

EXAM

ROOM

349

EXAM

ROOM

348

EXAM

ROOM

347

EXAM

ROOM

346

EXAM

ROOM

328

EXAM

ROOM

327

EXAM

ROOM

326

EXAM

ROOM

325

EXAM

ROOM

324

EXAM

ROOM

312

EXAM

ROOM

311

EXAM

ROOM

310

PHYS.

WORK 1

345

OFFICE

332

PHYS.

WORK 3

313

PHYS.

WORK 2

329

EXAM

ROOM

307

SWING

OFFICE

344

CORRIDOR

300

WAITING

301

TOIL.

303

CORRIDOR

305

TOIL.

304

CORRIDOR

306

CORRIDOR

320

CORRIDOR

341

CORRIDOR

322

CORRIDOR

321

CLINCAL

TRIALS

356

F6

F6A

F6A

F6A

1

0.5"

0.5"AC

2

F6

3

F11

CM

0.75"

0.75"

0.75"

1

1

10.75"

AC

4

5

6

6

6

6

6

6

6

6

6

6

Newcomb&BoydCONSULTANTS AND ENGINEERS

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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6 3:

29:4

0 P

M

17220005

JUNE 27, 2016

P101

PLUMBING PRESSURETHIRD FLOOR PLAN

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

1/8" = 1'-0"1

PLUMBING PRESSURE THIRD FLOOR PLAN

1

2

0.5" HOT AND COLD WATER DROP WITH MV-1 ASSEMBLY BELOWCOUNTER. SEE DETAIL 3/P300.

HOT AND COLD WATER PIPING CAPPED ABOVE CEILING.

3 0.5" HOT AND COLD WATER DROP; ROUTE 0.5" COLD WATERPIPING BELOW COUNTER TO COFFEE MAKER AND ICE MACHINE.SEE DETAIL 7/P300.

5

RENOVATION NOTES:

4 EXISTING COLD WATER PIPING CAPPED ABOVE CEILING.

DEMOLITION OF EXISTING PIPING AND ASSOCIATEDEQUIPMENT DOWNSTREAM OF THIS APPROXIMATELOCATION SHALL BE DETERMINED AFTER VERIFICATION OFEXISTING CONDITIONS.

6 EXISTING WATER PIPING.

MARK DATE DESCRIPTION

5

4

2

3

1

4

BF

AC

2

6

6

6

6

6

6

6

Newcomb&BoydCONSULTANTS AND ENGINEERS

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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/201

6 3:

29:4

8 P

M

17220005

JUNE 27, 2016

P200

PLUMBING WASTE THIRDFLOOR DEMOLITION PLAN

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

1/8" = 1'-0"1

PLUMBING WASTE THIRD FLOOR DEMOLITION PLAN

1

2

REMOVE EXISTING SINK AND TRIM; REMOVE EXISTING WASTEAND VENT PIPING CONNECTIONS AND CAP BACK TO NEARESTACTIVE MAINS.

REMOVE A SECTION OF EXISTING VENT PIPING FOR NEW VENTPIPING CONNECTION.

3 REMOVE EXISTING LAVATORY AND TRIM. TEMPORARILY CAPEXISTING WASTE AND VENT PIPING ABOVE AND BELOW FLOORFOR NEW WASTE AND VENT PIPING CONNECTIONS TO NEW SINK.

4 REMOVE A SECTION OF EXISTING SANITARY/WASTE PIPINGFOR NEW WASTE PIPING CONNECTION.

5 EXISTING PLUMBING EQUIPMENT AND PIPING IN THIS AREASHALL BE VERIFIED.

DEMOLITION NOTES:

DEMOLITION NOTES:

SEE DRAWING P201 FOR NEW WASTE AND VENT PIPINGCONNECTIONS TO EXISTING DRAINAGE SYSTEM AND NEWFIXTURES AND EQUIPMENT.

6 EXISTING DRAINAGE AND VENT PIPING SHALL REMAIN INSERVICE.

1.

MARK DATE DESCRIPTION

BREAK

ROOM

316

OCT.

318

PHYS.

WORK 4

319

MANAGER

355

EXAM

ROOM

308

DIAG.

314

DIAG.

315

DIAG.

333

DIAG.

334

DIAG.

335

DIAG.

337

CLEAN

336

MINOR

SURGERY

B-SCAN

342

SOILED

343

RECEPTION

/ CASH.

302

ELEC.

317

TLT

338

J/C

339

TLT

340

TLT

331

TLT

330

EXAM

ROOM

309

LASER

323

EXAM

ROOM

354

EXAM

ROOM

353

EXAM

ROOM

352

EXAM

ROOM

351

EXAM

ROOM

350

EXAM

ROOM

349

EXAM

ROOM

348

EXAM

ROOM

347

EXAM

ROOM

346

EXAM

ROOM

328

EXAM

ROOM

327

EXAM

ROOM

326

EXAM

ROOM

325

EXAM

ROOM

324

EXAM

ROOM

312

EXAM

ROOM

311

EXAM

ROOM

310

PHYS.

WORK 1

345

OFFICE

332

PHYS.

WORK 3

313

PHYS.

WORK 2

329

EXAM

ROOM

307

SWING

OFFICE

344

CORRIDOR

300

WAITING

301

TOIL.

303

CORRIDOR

305

TOIL.

304

CORRIDOR

306

CORRIDOR

320

CORRIDOR

341

CORRIDOR

322

CORRIDOR

321

CLINCAL

TRIALS

356

F6

F6

F6

F6

3"

2"

2"

F61

2"

2"AC

BF

2

3

12" 2" AC

BF

1

1

1

AC

BF

42

43

5

6

5 6

6

5

6

65

Newcomb&BoydCONSULTANTS AND ENGINEERS

KJ L

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

KEYPLANPLAN NORTH

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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6/28

/201

6 3:

29:5

7 P

M

17220005

JUNE 27, 2016

P201

PLUMBING WASTE THIRDFLOOR PLAN

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

1/8" = 1'-0"1

PLUMBING WASTE THIRD FLOOR PLAN

2

2" WASTE AND VENT.

EXISTING DRAINAGE PIPING CAPPED BELOW FLOOR.

3 EXISTING VENT PIPING CAPPED ABOVE CEILING.

4 DEMOLITION OF EXISTING PIPING AND ASSOCIATED EQUIPMENTUPSTREAM (DRAINAGE) OR DOWNSTREAM (VENT) OF THISAPPROXIMATE LOCATION SHALL BE DETERMINED AFTERVERIFICATION OF EXISTING CONDITIONS.

RENOVATION NOTES:

5 EXISTING DRAINAGE PIPING.

1

6 EXISTING VENT PIPING.

MARK DATE DESCRIPTION

PRESSURE REDUCING VALVE (PRV) ASSEMBLY

INSTALLATION IN HORIZONTAL PIPING

PIPE HANGER

WATER MACHINE/ICE MACHINE CONNECTION

PIPE THROUGH WALL-ABOVE GRADE

WALL CLEANOUT

PUBLIC LAVATORY/SINK MIXING VALVE

MAKER BOXREFRIGERATOR ICE

0.5" 120°F HW SUPPLY

0.5" CW SUPPLY

3/8" FLEXIBLE RISER

MIXING VALVE, MV-1

0.5" 109°F HWTO LAVATORY

3/8" FLEXIBLE RISER

COUPLING

LAVATORY AND FAUCET (FAUCETDESIGN MAY VARY FROM SPEC)

NOTES:

1. MV-1 FOR SINGLE FIXTURE PER MANUFACTURER'S REQUIREMENTS.

WASTE LINELENGTH TO SUIT

MAY EXTENDAS WASTE ORVENT PIPE

FOR WALLCONSTRUCTION; REFERTO ARCH'L DRAWINGS

PVC CLEANOUT TEE

CLEANOUTPLUG

COUNTERSUNKSCREW

CHROME WALLCOVER AND SCREW

1/8 BEND AND ENDOF LINE CLEANOUT

METAL JACKET

SEALANT(BOTH SIDES)BACK UP

MATERIAL

1. INSTALL ESCUTCHEONS ON ALL VISIBLE PIPE WALL

NOTES:

ESCUTHEON

2. REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR

NOTES:

1. INSTALL CLEANOUT AT THE BASE OF ALL STACKS.

COREDRILLED HOLE

INSULATION

ISOLATION VALVE

W/PET COCK

NO SCALE

GAUGE PORT

STRAINER

UNION

PRV

UNION

PRESSURE GAUGE

BRANCH VALVE

RISER

PET COCK

NOTES:

1. POSITION ALL PRESSURE GAUGES IN ANY ASSEMBLY TO BE

OBSERVED FROM THE SAME DIRECTION. (IN CHASE SPACE

NOTES:

0.5" CW SUPPLYIN WALL

0.5"

NOTE 2 (TYP)

1. INSTALL ASSEMBLY CLOSE AS POSSIBLE TO

BOTTOM OF CABINET AND ALONG BACK WALL.

2. BRACKET ASSEMBLY TO WALL OF CABINET AS REQUIRED

TO SUPPORT ALL PIPING AND VALVES AND TO PREVENT

MOVEMENT.

PRV

INSIDE OFCABINET BASE

NOTE 3

3. IN-LINE DOUBLE-CHECK BACKFLOW PREVENTER (WATTS, APOLLO, OR WILKINS, ASSE 1022 COMPLIANT, PER IPC 608.16.10).

PLUMBING FIXTURESTYLE, STRAIGHTSTOP VALVE (TYP)

CONNECT TOICE MACHINE OR

4. SOFT COPPER TUBING SIZED PER EQUIPMENT MANUFACTURER'S REQUIREMENTS.

NOTE 4

5. SET PRVs AT 25 PSIG.

A

STRAINER

NO SCALE

CONCRETE EXPANSIONBOLT CASING

0.625" HEX NUTS

WITH FLAT WASHERS,

GALVANIZED OR

ELECTRO-PLATED

0.625" ROD, STEEL,

GALVANIZED OR

ELECTRO-PLATED

STANDARD CLEVIS PIPE,

GALVANIZED OR

ELECTRO-PLATED FED

SPEC WW-H-171E, TYPE

I, OR MSS SP-69 TYPE I

120° INSULATIONPROTECTION SHIELD

NO SCALE

OR THRU ACCESS PANEL).

NO SCALE

PENETRATIONS.

WALL MATERIAL.

NO SCALE

COUNTER TOP(ICE MACHINE)

WATER MACHINE

NO SCALE

NOTES:

1. PIPING SHOWN IS CONCEALED IN WALL CONSTRUCTION.

2. CONNECTION BOX SHALL BE MINIMUM 24" ABOVE

3. PROVIDE ADEQUATE COILED 0.25" COPPER TUBING FOR

ICE MAKERCONNECTIONBOX

0.5"

A

NO SCALE

24" MIN

VALVE

SUPPLY FROMABOVE

FINISHED FLOOR

FINISHED FLOOR.

CONNECTION TO ICE MAKER.

1

P300 2

P3003

P300

4

P300

5

P300

6

P300

7

P300

Newcomb&BoydCONSULTANTS AND ENGINEERS

www.bsalifestructures.com

3340 Peachtree Road NE, Suite 1800Atlanta, GA 30326

ph 404.814.9090 fx 317.819.7288

DATE

COORD

DRAWN

APPROVED

CLIENT NO.PROJECT NO.

Copyright © 2016Consulting Engineering Group303 Peachtree Center Avenue, NESuite 525Atlanta, Georgia 30303-1277T 404 730-8400Contact:Kidane H. AbebeN&B PROJECT:16N088

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/201

6 3:

30:0

4 P

M

17220005

JUNE 27, 2016

P300

PLUMBING DETAILS

0000

ISSUE FORCONSTRUCTION

EYE CLINIC

MARK DATE DESCRIPTION


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