657-18-113JC Drawing 1-25.pdf

PDF 20 MB Posted Jan 7, 2021

Attached to: Z2DA--657-18-113JC, Renovate OR at STLVAHCS John Cochran
Solicitation number: 36C25521R0033
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15

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LOCATION MAP

BUILDING 01VICINITY MAP

Contact:

GUIDON DESIGN INC.

Mark VanderWoude

STRUCTURAL

ENGINEER

OWNER ARCHITECT

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204 p: 312.800.6388 x 119 e: mvanderwoude@guidondesign.com

Contact: Contact:

VA ST. LOUIS HEALTH CARE

SYSTEM,

JOHN COCHRAN DIVISION

Chad Markus

Project COR

915 N. Grand Blvd.

St. Louis, MO 63106 p: 314.652.4100 x 58724 e: chad.markus@va.gov

GUIDON DESIGN INC.

David Vallandingham

Architect

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204 p: 317.800.6388 x 130 e: dvallandingham@guidondesign.com

Contact:

CMTA CONSULTING ENGINEERS

Chris Kelting

MECHANICAL,

PLUMBING,

FIRE PROTECTION

903 Spring Street Jeffersonville, IN 47130 p: 812.725.8383 e: ckelting@cmta.com

Contact:

CMTA CONSULTING ENGINEERS

Steve Moore

ELECTRICAL

903 Spring Street Jeffersonville, IN 47130 p: 812.725.8383 e: smoore@cmta.com

Contact:

TTL ASSOCIATES, INC.

Sara Vogelpohl, CIH

INDUSTRIAL

HYGIENIST

63 Ginguite Trail Southern Shores, NC 27949 p: 419.214.5090

SHEET

NUMBER SHEET NAME

GENERAL

1-5-GI-000 COVER SHEET

1-5-GI-101 4TH FLOOR COMPOSITE LIFE SAFETY PLAN

1-5-GI-102 4TH FLOOR PARTIAL LIFE SAFETY PLAN

1-5-GI-103 CONSTRUCTION INFECTION CONTROL DETAILS

1-5-GI-104 4TH FLOOR INFECTION CONTROL / PHASING PLAN - PHASE 5

1-5-GI-105 BID ALTERNATES

1-5-HA-101 4TH FLOOR HAZARDOUS MATERIALS PLAN - PHASE 5

STRUCTURAL

1-5-S-001 STRUCTURAL FRAMING NOTES, SYMBOLS ABBREVIATIONS AND TYPICAL DETAILS

1-5-S-101 STRUCTURAL ENLARGED 5TH, 6TH, & 7TH FLOOR & ROOF FRAMING PLANS

1-5-S-501 STRUCTURAL FRAMING SECTIONS & DETAILS

ARCHITECTURAL

1-5-AD-101 PARTIAL 4TH FLOOR DEMOLITION PLAN - PHASE 5

1-5-AS-001 GENERAL INFORMATION - PHASE 5

1-5-AS-002 ARCHITECTURAL WALL PARTITIONS SECTIONS AND DETAILS

1-5-AS-101 4TH FLOOR DIMENSION PLAN - PHASE 5

1-5-AS-102 4TH FLOOR ENLARGED PLAN - PHASE 5

1-5-AS-103 PENTHOUSE ROOF PLAN - PHASE 5

1-5-AS-111 ENLARGED 4TH FLOOR REFLECTED CEILING PLAN - PHASE 5

1-5-AS-501 BUILDING LEAD LINING DETAILS

1-5-AS-601 OPENING SCHEDULE - PHASE 5

1-5-AS-801 INTERIOR ELEVATIONS

1-5-AS-802 INTERIOR ELEVATIONS

1-5-AS-803 CASEWORK DETAILS

1-5-AF-101 PARTIAL 4TH FLOOR FINISH PLAN & SCHEDULES - PHASE 5

1-5-AF-601 PARTIAL 4TH FLOOR FINISH AND EQUIPMENT SCHEDULES AND SIGNAGE - PHASE 5

1-5-AQ-101 OVERALL 4TH FLOOR O.R. SUITE EQUIPMENT PLAN

FIRE PROTECTION

1-5-F-001 FIRE PROTECTION NOTES, ABBREVIATIONS AND SYMBOLS

1-5-F-101 4TH FLOOR PLANS - FIRE PROTECTION

PLUMBING

1-5-P-001 PLUMBING & MEDICAL GAS NOTES, ABBREV. AND SYMBOLS

1-5-PL-101 3RD FLOOR PLUMBING PLAN - WASTE AND VENT

1-5-PL-102 3RD FLOOR PLUMBING PLAN - WASTE AND VENT

1-5-PL-201 3RD FLOOR PLUMBING PLAN - DOMESTIC WATER

1-5-PL-202 4TH FLOOR PLUMBING PLAN - DOMESTIC WATER

1-5-PP-101 4TH FLOOR PLAN - MEDICAL GAS

MECHANICAL

1-5-M-001 MECHANICAL NOTES, ABBREVIATIONS & SYMBOLS

1-5-M-101 4TH FLOOR PLAN - MECHANICAL DUCTWORK

1-5-M-102 MECHANICAL 4TH FLOOR PIPING DEMOLITION & RENOVATION PLANS

1-5-M-103 5TH FLOOR INTERSTITIAL DUCTWORK PLAN

1-5-M-104 MECHANICAL 5TH FLOOR INTERSTITIAL PIPING DEMOLITION & RENOVATION PLANS

1-5-M-105 MECHANICAL 5TH, 6TH & 7TH FLOOR DEMOLITION & RENOVATION PLANS

1-5-M-501 MECHANICAL DETAILS

1-5-M-502 MECHANICAL DETAILS

1-5-M-503 MECHANICAL CONTROL DIAGRAMS AND POINTS LISTS

1-5-M-601 MECHANICAL SCHEDULES

ELECTRICAL

1-5-E-001 ELECTRICAL LEGEND AND GENERAL NOTES

1-5-E-002 LIGHT FIXTURE SCHEDULE AND NOTES

1-5-ED-201 PARTIAL FOURTH FLOOR DEMOLITION PLAN - LIGHTING

1-5-ED-202 PARTIAL FOURTH FLOOR PLAN DEMOLITION PLAN - POWER

1-5-ED-203 PARTIAL FLOURTH FLOOR DEMOLITION PLAN SYSTEMS

1-5-ED-204 PARTIAL FIFTH FLOOR DEMOLITION PLAN POWER & SYSTEMS

1-5-EL-300 PARTIAL FOURTH FLOOR PLAN - LIGHTING

1-5-EP-401 PARTIAL FOURTH FLOOR PLAN - POWER

1-5-EP-402 PARTIAL FIFTH FLOOR PLAN - POWER & SYSTEMS

1-5-ET-500 PARTIAL FOURTH FLOOR PLAN - SYSTEMS

1-5-E-601 OR-5 & OR-6 ENLARGED PLANS - POWER AND SYSTEMS

1-5-E-602 OR-7, OR-8 & OR-9 ENLARGED PLANS - POWER AND SYSTEMS

1-5-E-701 ELECTRICAL DETAILS

1-5-E-702 ELECTRICAL DETAILS

1-5-E-800 PARTIAL ELECTRICAL ONE-LINE DIAGRAMS

1-5-E-902 ELECTRICAL ISOLATED POWER SCHEDULES AND DETAILS

e: svogelpohl@ttlassoc.com

Joel Farmer

Project Manager p: 317.800.6388 x 146 e: jfarmer@guidondesign.com th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

657-18-113JCRENOVATE OPERATING ROOMS AND

SUPPORT SPACES - PHASE 5

10/12/2018

VA Health Care System Approval:

100% CONSTRUCTION DOCUMENTS

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

A/E:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

Consultant:

:1 :4

1-5-GI-000

COVER SHEET

DAVJDF

CMTA CONSULTING ENGINEERS

903 SPRING STREET

JEFFERSONVILLE, IN 47130

812.725.8383

1 59

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA ST. LOUIS HEATH CARE SYSTEM

VA PROJECT NUMBER: 657-18-113JC

GUIDON DESIGN PROJECT NO: 18.1019.01

JOHN COCHRAN DIVISION

RENOVATE OPERATING

ROOMS AND SUPPORT

SPACES - PHASE 5

DRAWING INDEX

OVERALL CAMPUS SITE PLAN, BUILDING NUMBER, AND PROJECT LOCATOR

GENERAL

OR - 5

D416

VEST./

SCRUB

D416A

ORTHO OR

- 9

D425

GENERAL

OR - 6

D417

SOILED

UTILITY

D418

EQUIP.

ALCOVE

D424

VEST./

SCRUB

D425A

SMOKE COMPARTMENT

22,334 SF

SMOKE COMPARTMENT

7,830 SF

SMOKE COMPARTMENT

13,289 SF

SMOKE COMPARTMENT

6,577 SF

7,830 SF ADJUSTED / 7,830 SF EXISTING

SMOKE COMPARTMENT

11,750 SF

11,750 SF ADJUSTED / 11,750 SF EXISTING

6,577 SF ADJUSTED / 6,577 SF EXISTING

13,289 SF ADJUSTED / 13,289 SF EXISTING

22,334 SF ADJUSTED / 22,352 SF EXISTING

SMOKE COMPARTMENT

6,630 SF

6,630 SF ADJUSTED / 6,630 SF EXISTING

AETC / ONCOLOGY

PRE-OP / POST-OP / OUTPATIENT

PHARMACY / LOCKERS / PUBLIC

SURGERY

EXAM / ON-CALL

SICU

ELEVATOR A

ELEVATOR B

VEST./

SCRUB

D423A

CORRIDOR

H425

CORRIDOR

H424

VEST./

SCRUB

D417A

EQUIP.

STORAGE

D415

CLEAN

CORE

D441

FULL

TANKS

D427

CLEAN

CORE

CORR.

H428

EQUIP.

STORAGE

D419

269 SF

EQUIP.

STORAGE

D421

103 SF

VEST./

SCRUB

D420A

79 SF

ROBOT

STORAGE

D417B

208 SF

EQUIP.

STORAGE

D428

FEC

PHASE 5

PROJECT

LIMITS

PHASE 5

PROJECT

LIMITS

NEURO (CARDIAC

ORTHO) OR - 7

D420

CARDIAC OR -8

D423

COORIDOR

H426

EMPTY TANKS

D426

EQUIP. STORAGE

D422

WORK

STATION

B432

MED

A442A

CLEAN

A443B

BED 1

A443B1

BED 2

A443B2

BED 3

A443B3

P.T.

A443A

BED 4

A440B4

BED 5

A440B3

BED 6

A440B2

BED 7

A440B1

CLERK

A440A

PRE - OP

A443

HAC

A443D

NOUR

A441

NURSE

STATION

A442

POST - OP

A440 SURGERY

WAITING

A400

PUBLIC

TOILET

A444

HAC STOR

A443C

CORRIDOR

H407

CONSULT

A436A

CORRIDOR

H403

PHARMACY

EQUIP.

B435

MED GAS

ROOM

A445

EXAM

A401

EXAM

A402LAB

A435

WAITING

CONSULT

A436

A435A

UNIT DOSE

DISPENSING

B404

HAC

B403

I.V. PREP

B402

STERILE

B401

CORRIDOR

H408

ELEVATOR

LOBBY

H406

CORRIDOR

A439

CLOSET

A442C

CORRIDOR

H409

CORRIDOR

H414

CORRIDOR

H414

CLOSET ELEC.

B436

DATA

B437

CONTROL

ROOM

B439

HAC

B440

MEDS

SOILED

CART

HOLD /

SOULED

HOLDING

B452

CORRIDOR

H410

ELEC.

CLOSET

B453

CLOSET

B451

RESTRICTED

CORRIDOR

B450

RESTRICTED

CORRIDOR

H411

SCRUB

SINK

B448

EYE ROOM

B449

CLEAN

ROOM

SPECIAL

PROC.

B447

SCRUB

SINK

B446

LAPAROSKOPY

B445

C-ARM

ALCOVE

SCRUB

SINK

B444

SUB-STERILE

ROOM

B445A

MOVABLE

STORAGE

B442

NEURO /

ORTHO

B443

UTILITY

B443A

TOILET

MALE

B424

TOILET

FEMALE

B423

CORRIDOR

H412

STERILE

VENDOR /

SUPPLIES

B434LIBRARY

B433

PHARMACY

STAFF

B421

PROCUREMENT

B422

FILES

B420

PHARMACY

CLINIC

B419

MALE

LOCKERS

B430

FEMALE

LOCKERS

B431

MALE

T / S

B429A

VESTIBULE

B429

VESTIBULE

B428

FEMALE

T / S

B428A

LOUNGE

B425

DATA

B427

ELEC

B426

CORRIDOR

H423

CODE ANALYSIS LEGEND

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

1 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

1500 SF

REFER TO VA MANUAL PG-18-3 FOR ADDITIONAL CODES, STANDARDS, GUIDELINES AND

REGULATIONS, BELOW LISTING IS NOT COMPREHENSIVE.

ICC, INTERNATIONAL BUILDING CODES, 2018 EDITION (IBC)

ASCE-07-10

ACI 318-11

ACI 530-11

AISC 341-10

AISC 360-10

PCI MNL 120-10, DESIGN HANDBOOK

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2013 EDITION

NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION

NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEM, 2016

EDITION

NFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE

PROTECTION, 2016 EDITION

NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND

THEIR APPURTENANCE, 2016 EDITION.

NFPA 54 NATIONAL FUEL GAS CODE, 2015 EDITION

NFPA 70, NATIONAL ELECTRIC CODE, 2014 EDITION

NFPA 72, NATIONAL FIRE ALARM CODE, 2016 EDITION

NFPA 75, STANDARD FOR THE PROTECTION OF ELECTRICAL COMPUTER/DATA

PROCESSING EQUIPMENT, 2017 EDITION

NFPA 77, RECOMMENDED PRACTICE ON STATIC ELECTRICITY, 2014 EDITION

NFPA 80, STANDARD FOR FIRE DOORS AND FIRE WINDOWS, 2016 EDITION

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING

SYSTEMS, 2015 EDITION.

NFPA 92, STANDARD FOR SMOKE CONTROL SYSTEMS, 2015 EDITION

NFPA 99, STANDARD FOR HEALTHCARE FACILITIES, 2015 EDITION

NFPA,99B, STANDARD FOR HYPOBARIC FACILITIES, 2015 EDITION

NFPA 101, LIFE SAFETY CODE, 2015 EDITION

NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS

NFPA 220, STANDARD TYPES OF BUILDING CONSTRUCTION, 2015 EDITION.

NFPA 780, STANDARD FOR INSTALLATION OF LIGHTING PROTECTION SYSTEMS, 2017

EDITION

NFPA 54 TYPE 2 CLOTHES DRYER UL 705 DEDPY, 2015 EDITION

MOST RECENT EDITION OF NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA

5000 AND NFPA 900

// ASHRAE 90.1-2016 HVAC SYSTEMS //

// ASHRAE 189.1 -2014 STANDARD FOR THE DESIGN OF HIGH PERFORMANCE GREEN

BUILDINGS //

// ASHRAE 180 - 2012 VENTILATION FOR HEALTH CARE FACILITIES //

// ASHRAE 62.1 - 2016 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY //

// ASHRAE 1.1 - 2007 HVAC & R TECHNICAL REQUIREMENTS FOR COMMISSIONING

PROCESS //

// ASHRAE 0 - 2013 COMMISSIONING PROCESS //

// ASHRAE 55- 2013 THERMAL ENVIRONMENTAL CONDITIONS FOR HUMAN OCCUPANCY //

// ASHRAE 15 – 2013 SAFETY STANDARD FOR REFRIGERATION SYSTEMS //

ANSI A117.1-2009 STANDARD ON ACCESSIBLE & USABLE BUILDINGS AND FACILITIES

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

ENERGY POLICY ACT OF 2005 (EPACT)

EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND

TRANSPORTATION MANAGEMENT.

2014 FG GUIDELINES FOR HEALTHCARE FACILITIES

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD

STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

VA MENTAL HEALTH FACILITIES DESIGN GUIDE, DECEMBER 2010 (REV. 08/01/2014)

VA BARRIER FREE DESIGN GUIDE PG-18-13, ABAAS

ARCHITECTURAL, AUGUST 1, 2014

ASBESTOS ABATEMENT, JULY 2011

CMP SCHEDULE AND RISK MANAGEMENT, VOL. 1 & 2, DECEMBER 2012

ELECTRICAL, DECEMBER 2015

ENERGY SUSTAINABILITY, MAY 2014

EQUIPMENT, JANUARY 2006

ESTIMATING, MARCH 8, 2011

NFPA INTERIM GUIDANCE FOR PROJECTS, PG-18-17, SEPTEMBER 30, 2010

FIRE PROTECTION, SEVENTH EDITION REVISED DECEMBER 2015

HVAC FOR NEW, REPLACEMENT, ADD. AND REN. OF EXIST. CA FACILITIES, MARCH 2011

INTERIOR DESIGN, MAY 2008

PHYSICAL SECURITY DESIGN MANUAL, JANUARY 2015

PLUMBING, NOVEMBER 2014

STRUCTURAL, FEBRUARY 1, 2014

WAY FINDING AND SIGNAGE, INTERIOR, DECEMBER 2012

SEISMIC DESIGN REQUIREMENTS, H-18-8, AUGUST 2013

ENVIRONMENTAL PLANNING GUIDANCE PG-18-17 NEPA INTERIM GUIDELINES FOR

PROJECTS SEPTEMBER 30, 2010

ELEVATOR DESIGN MANUAL, AUGUST 2016

EPA GUIDELINES CHECKLIST

VA DESIGN MANUALS PG-18-10:

GOVERNING CODES:

GENERAL

OR - 2

D408

PRE-INDUCTION

D407

VEST. /

SCRUB

D408A

HAC

D409

ANESTHESIA

WORK

SUPPLY

D406

EQUIPMENT

D402C

VEST./

SCRUB

D402A

BI-PLANE

HYBRID

OR #1

D402

CC HAC

D403

S.S.

D404

CONTROL

ROOM

D402B

CORRIDOR

H422

CORRIDOR

H423

CORRIDOR

H421

CLEAN

CORE

CORRIDOR

H427B

GENERAL

OR - 4

D414

VEST./

SCRUB

D412A

SOILED

UTILITY

D413

VEST./

SCRUB

D414A

UROLOGY

OR - 10

D439

PPE

ALCOVE

D440

NURSING

OFFICE (3)

D438

NURSE

EDUCATOR

D435

ANESTHESIA

OFFICE (2)

D434

PHONE

D433

CONTROL

OFFICE (2)

D401

UROLOGY

EQUIP.

D441B VEST./

SCRUB

D439A

ANESTHESIA

OFFICE (3)

D432

NURSE

MANAGER

D431

OFFICE

D430

BIO-MED

REPAIR

D429

BIO-MED

CLEAN

D428

SOILED

DUMB

WAITER

D452A

CLOSET

A438E

MECH.

A438

STORAGE

A437

BREAK

ROOM

A476

PRE-EVALUATION

A446

STAFF

TOILET

A447

DOCUMENTATION

A448

NURSE

STATION

A449

ICE

MAKER

A476A

ELEVATOR

LOBBY

H419

CLEAN

DUMB

WAITER

D458

COMPOUND

B416

DRUG

INFO

B412

BREAK

ROOM

B413

COMPOUND

CLOSET

A436E

ELEC

A436D

CLOSET

A436C

STAIR 1

S401

ELEC.

A436B

TOILET

A434A

AETC

NURSE

MANAGER

A434

HEM/ONC

CHECK-IN

A433

DIETICIAN

A432

STAIR 2

S402

BATH

A431A

CHIEF

HEM/ONC

A431

MED I

A430

BATH

A429A

MECHANICAL

A430B

MED II

A429

MICU /

MOD

A428

BATH

A427A

MED I

A427

SURG II

A426

BATH

A425C

BATH

A425B

SURG I

A425

MED II

A424

BATH

A421

MED II

A423

EXAM

A422

CORRIDOR

H402

BATH

A421B

LAV.

A421A

EXAM

A421

SOILED

UTILITY

A419

STORAGE

A420

CLEAN

LINEN

A418

CLIEN

LINEN

A418A

LODGER

A417

TOILET

A416A

CAPD

CLINIC

A416

EXAM

A415

TOILET

A414A

EXAM

A414

EXAM

A413

TOILET

A412A

EXAM

A412

?ELEC

A419A

EXAM

A411

TOILET

A410A

EXAM

A410

EXAM

A409

TOILET

A408A

EXAM

A408

ONCOLOGY

TRIAGE

A407

TOILET

A407A

I MED

CONSENT

A406

NOUR.

A405

STORAGE

A404

HAC

A403

STAIR 3

S403

STAIR 4

S404

HOUSEKEEPING

A475

CLEAN

LINEN

A474

NOURISHMENT

A473

TOILET

A472A

PATIENT

BED

A472

CLOSET

A471A

PATIENT

BED

A471

PATIENT

BED

A470

CLOSET

A469A

PATIENT

BED

A469

PATIENT

BED

A468

CLOSET

A467A

PATIENT

BED

A467

PATIENT

BED

A466

CLOSET

A465A

PATIENT

BED

A465

PATIENT

BED

A464

CLOSET

A463A

PATIENT

BED

A463

PATIENT

BED

A462

CLOSET

A462A

PATIENT

BED

A461LOGISTICS

SUPPLY

A460

SOILED

UTILITY

A459

CLEAN

UTILITY

A458

23 HOUR

OBSERVATION

A456

CHEMOTHERAPY

TREATMENT

A455

TOILET

MALE

A454

?ELEC.

A454A

?STORAGE

WARD

SUPPLY

A452

?BATH

A453

STAIR 5

S405

OFFICE

A450

CORRIDOR

H405

CORRIDOR

H404

CLOSET

A461A

F.E.

CLOSET

A451

?MEDICATION

STORAGE

B417

?DRUG

RECEIVING

B405

?I.V. AD

MIXTURE

B415

MANAGER

PHARMACY

B411

PHARMACIST

B410

VAULT

B409

?OUTPATIENT

B406A

?REF

STORAGE

B414

CLOSET

A458A

CLOSET

B405B

STAIR 6

S406

STAIR 9

S409

STAIR 8

S408

STAIR 7

S407

LINEN

SHAFT

D458A

CORRIDOR

H405

TOILET

A406A

ELEC.

D463A

594 SF

BI- PLANE

HYBRID

OR - 3

D422

272 SF

CONTROL

ROOM

D424

590 SF

OR - 01

D420

HAC

C436B

CLEAN

SUPPLIES

C418

S.T.

C417

SECRETARY

C423

SOILED

UTILITY

C416

PACU #4

C425D

PACU #3

C425C

PACU #2

C425B

PACU #1

C425A

PACU

C425

PACU #8

C430

PACU #7

C429 SOILED

C431

CLEAN

SUPPLIES

C432

HAC

C436A

BREAK

ROOM

C421

OFFICE

C422

SICU

WAITING

C402

MEDS

C420

PACU #10

C435

PACU #6

C428

P.T.

C426

SICU #11

C403

CONSULT

C401

PACU /

SICU

CLEAN

C437

MEDS

C433

SICU

H415

PACU #5

C427

PACU #9

C434

NOUR.

C425E

ANTE

ROOM

C404

ELEVATOR

LOBBY

H418

CORRIDOR

H414

CORRIDOR

H416

SICU #1

C414

SICU #2

C413

SICU #3

C412

SICU #4

C411

SICU #5

C410

SICU #6

C409

SICU #8

C407

SICU #9

C406

INFECTION

ISOLATION

SICU #10

C405

CORRIDOR

H421

NURSE

WORK

AREA

C419

SICU #7

C408

PHASE 5

SCALE: 1/16" = 1'-0"1-5-GI-101

1 4TH FLOOR COMPOSITE LIFE SAFETY PLAN - PHASE 5 SCALE: 1" = 80'-0"

KEY PLAN - PHASE 5

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

1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

657-18-113JCRENOVATE OPERATING ROOMS AND

SUPPORT SPACES - PHASE 5

10/12/2018

VA Health Care System Approval:

100% CONSTRUCTION DOCUMENTS

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

A/E:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

Consultant:

:1 :0

1-5-GI-101

4TH FLOOR COMPOSITE LIFE SAFETY

PLAN

KJHJDF

CMTA CONSULTING ENGINEERS

903 SPRING STREET

JEFFERSONVILLE, IN 47130

812.725.8383

2 59

OR - 5

D416

VEST./ SCRUB

D416A

ORTHO OR - 9

D425

GENERAL OR

- 6

D417

SOILED

UTILITY

D418

EQUIP.

ALCOVE

D424

VEST./ SCRUB

D425A

PHASE 5

PROJECT

LIMITS

PHASE 5

PROJECT

LIMITS

VEST./ SCRUB

D417A

VEST./ SCRUB

D423A

CORRIDOR

H425

CORRIDOR

H424

FULL TANKS

D427

EQUIP.

STORAGE

D415

CLEAN CORE

D441

CLEAN CORE

CORR.

H428

EQUIP.

STORAGE

D419

EQUIP.

STORAGE

D421

VEST./ SCRUB

D420A

ROBOT

STORAGE

D417B

EQUIP.

STORAGE

D428

FEC

EXIT

CARDIAC OR

-8

D423

NEURO

(CARDIAC

ORTHO) OR -

D420

EMPTY

TANKS

D426

EQUIP.

STORAGE

D422

CLEAN CORE

D441

MAX TRAVEL DISTANCE = 157' - 7"

GENERAL

OR - 4

D414

VEST./ SCRUB

D412A

SOILED UTILITY

D413

VEST./ SCRUB

D414A

UROLOGY

OR - 10

D439

PPE ALCOVE

D440

NURSING

OFFICE (3)

D438

NURSE

EDUCATOR

D435

ANESTHESIA

OFFICE (2)

D434

PHONE

D433

CONTROL

OFFICE (2)

D401

UROLOGY

EQUIP.

D441B

VEST./ SCRUB

D439A

ANESTHESIA

OFFICE (3)

D432

NURSE

MANAGER

D431

OFFICE

D430

BIO-MED

REPAIR

D429

BIO-MED

CLEAN

D428

DATA

B427

CODE ANALYSIS LEGEND

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

1 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

1500 SF

REFER TO VA MANUAL PG-18-3 FOR ADDITIONAL CODES, STANDARDS, GUIDELINES AND

REGULATIONS, BELOW LISTING IS NOT COMPREHENSIVE.

ICC, INTERNATIONAL BUILDING CODES, 2018 EDITION (IBC)

ASCE-07-10

ACI 318-11

ACI 530-11

AISC 341-10

AISC 360-10

PCI MNL 120-10, DESIGN HANDBOOK

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2013 EDITION

NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION

NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEM, 2016

EDITION

NFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE

PROTECTION, 2016 EDITION

NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND

THEIR APPURTENANCE, 2016 EDITION.

NFPA 54 NATIONAL FUEL GAS CODE, 2015 EDITION

NFPA 70, NATIONAL ELECTRIC CODE, 2014 EDITION

NFPA 72, NATIONAL FIRE ALARM CODE, 2016 EDITION

NFPA 75, STANDARD FOR THE PROTECTION OF ELECTRICAL COMPUTER/DATA

PROCESSING EQUIPMENT, 2017 EDITION

NFPA 77, RECOMMENDED PRACTICE ON STATIC ELECTRICITY, 2014 EDITION

NFPA 80, STANDARD FOR FIRE DOORS AND FIRE WINDOWS, 2016 EDITION

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING

SYSTEMS, 2015 EDITION.

NFPA 92, STANDARD FOR SMOKE CONTROL SYSTEMS, 2015 EDITION

NFPA 99, STANDARD FOR HEALTHCARE FACILITIES, 2015 EDITION

NFPA,99B, STANDARD FOR HYPOBARIC FACILITIES, 2015 EDITION

NFPA 101, LIFE SAFETY CODE, 2015 EDITION

NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS

NFPA 220, STANDARD TYPES OF BUILDING CONSTRUCTION, 2015 EDITION.

NFPA 780, STANDARD FOR INSTALLATION OF LIGHTING PROTECTION SYSTEMS, 2017

EDITION

NFPA 54 TYPE 2 CLOTHES DRYER UL 705 DEDPY, 2015 EDITION

MOST RECENT EDITION OF NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA

5000 AND NFPA 900

// ASHRAE 90.1-2016 HVAC SYSTEMS //

// ASHRAE 189.1 -2014 STANDARD FOR THE DESIGN OF HIGH PERFORMANCE GREEN

BUILDINGS //

// ASHRAE 180 - 2012 VENTILATION FOR HEALTH CARE FACILITIES //

// ASHRAE 62.1 - 2016 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY //

// ASHRAE 1.1 - 2007 HVAC & R TECHNICAL REQUIREMENTS FOR COMMISSIONING

PROCESS //

// ASHRAE 0 - 2013 COMMISSIONING PROCESS //

// ASHRAE 55- 2013 THERMAL ENVIRONMENTAL CONDITIONS FOR HUMAN OCCUPANCY //

// ASHRAE 15 – 2013 SAFETY STANDARD FOR REFRIGERATION SYSTEMS //

ANSI A117.1-2009 STANDARD ON ACCESSIBLE & USABLE BUILDINGS AND FACILITIES

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

ENERGY POLICY ACT OF 2005 (EPACT)

EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND

TRANSPORTATION MANAGEMENT.

2014 FG GUIDELINES FOR HEALTHCARE FACILITIES

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD

STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

VA MENTAL HEALTH FACILITIES DESIGN GUIDE, DECEMBER 2010 (REV. 08/01/2014)

VA BARRIER FREE DESIGN GUIDE PG-18-13, ABAAS

ARCHITECTURAL, AUGUST 1, 2014

ASBESTOS ABATEMENT, JULY 2011

CMP SCHEDULE AND RISK MANAGEMENT, VOL. 1 & 2, DECEMBER 2012

ELECTRICAL, DECEMBER 2015

ENERGY SUSTAINABILITY, MAY 2014

EQUIPMENT, JANUARY 2006

ESTIMATING, MARCH 8, 2011

NFPA INTERIM GUIDANCE FOR PROJECTS, PG-18-17, SEPTEMBER 30, 2010

FIRE PROTECTION, SEVENTH EDITION REVISED DECEMBER 2015

HVAC FOR NEW, REPLACEMENT, ADD. AND REN. OF EXIST. CA FACILITIES, MARCH 2011

INTERIOR DESIGN, MAY 2008

PHYSICAL SECURITY DESIGN MANUAL, JANUARY 2015

PLUMBING, NOVEMBER 2014

STRUCTURAL, FEBRUARY 1, 2014

WAY FINDING AND SIGNAGE, INTERIOR, DECEMBER 2012

SEISMIC DESIGN REQUIREMENTS, H-18-8, AUGUST 2013

ENVIRONMENTAL PLANNING GUIDANCE PG-18-17 NEPA INTERIM GUIDELINES FOR

PROJECTS SEPTEMBER 30, 2010

ELEVATOR DESIGN MANUAL, AUGUST 2016

EPA GUIDELINES CHECKLIST

VA DESIGN MANUALS PG-18-10:

GOVERNING CODES:

GENERAL

OR - 2

D408

PRE-INDUCTION

D407

VEST. / SCRUB

D408A

HAC

D409

ANESTHESIA

WORK SUPPLY

D406

EQUIPMENT

D402C

VEST./ SCRUB

D402A

BI-PLANE

HYBRID OR #1

D402

CC HAC

D403 S.S.

D404

CONTROL

ROOM

D402B

CORRIDOR

H422

CORRIDOR

H423

CORRIDOR

H421

CLEAN CORE

CORRIDOR

H427B

PHASE 5

SOILED DUMB

WAITER

D452A

CLEAN DUMB

WAITER

D458

STAIR 6

S406

STAIR 9

S409

BI- PLANE

HYBRID OR - 3

D422

CONTROL

ROOM

D424

SCALE: 1/8" = 1'-0"1-5-GI-102

1 4TH FLOOR PARTIAL LIFE SAFETY PLAN - PHASE 5

N SCALE: 1" = 80'-0"

KEY PLAN - PHASE 5

1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

657-18-113JCRENOVATE OPERATING ROOMS AND

SUPPORT SPACES - PHASE 5

10/12/2018

VA Health Care System Approval:

100% CONSTRUCTION DOCUMENTS

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

A/E:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

Consultant:

:1 :0

1-5-GI-102

4TH FLOOR PARTIAL LIFE SAFETY PLAN

KJHJDF

CMTA CONSULTING ENGINEERS

903 SPRING STREET

JEFFERSONVILLE, IN 47130

3 59

PUBLIC

SIDE

1 HOUR FIRE RATED METAL DOOR ASSEMBLY

AND FRAME WITH SEALS, CARD READER,

HARDWARE AND CLOSER

TRIATEK MONITOR

HAND SANITIZER

SEAL ALL EDGES WITH TAPE

REFER TO TEMPORARY BARRIER TYPE

FOR REQUIRED CONDITION TO

STRUCTURE ABOVE

VA / OSHA TEMPORARY SIGNAGE

CONTINUOUS FIRESAFE SEALANT

TOP AND BOTTOM, & BOTH SIDES

3 1/2" SOUND ATTENUATION

BATT.

5/8" TYPE X GYPSUM BOARD, BOTH

SIDES

3 5/8" METAL STUD @ 16" O.C.

WITH RUNNER CHANNELS ALONG

TOP AND BOTTOM

CONSTRUCTION

SIDE

PUBLIC

SIDE

6 MIL. FIRE RETARDANT VISQUEEN

MEMBRANE. CONTINUOUSLY

ADHERE TO THE STRUCTURAL DECK

ABOVE AND TO THE FLOOR BELOW

WITH TAPE.

UNDERSIDE OF STRUCTURAL DECK

UL LISTING:

U465

COORDINATE WITH EXISTING

CEILING

EXISTING GWB TO REMAIN -

CONTRACTOR TO INSPECT

FOR DAMAGES/

PENETRATIONS AND REPAIR/

SEAL PENETRATIONS AS

REQUIRED

G G

W B

G W

B I

N F

HOSPITAL AREA

(NON CONSTRUCTION SIDE)

TOOL

TOOLS THAT CREATE

DUST WHEN USED MUST

BE TYPE THAT CONNECT

DIRECTLY TO SHOP VAC

HOSE

HEPA

SHOP

VAC

NEG. AIR

MACHINE

AIR

FLOW

OUT TO

WINDOW

REMOVE LIGHT OR

ACCESS PANEL &

SEAL AROUND

DUCT TO MAINTAIN

PRESSURE

DIFFERENTIAL

E C

N C

O N

T R

O L

T E

M P

O R

A R

Y B

A R

R P

E R

EXISTING GWB TO REMAIN -

CONTRACTOR TO INSPECT FOR

DAMAGES/PENETRATIONS AND

REPAIR/SEAL PENETRATIONS AS

REQUIRED

CONSTRUCTION

SIDE

PUBLIC

SIDE

6 MIL. FIRE RETARDANT VISQUEEN

MEMBRANE. CONTINUOUSLY ADHERE

TO THE STRUCTURAL DECK ABOVE AND

TO THE FLOOR BELOW WITH TAPE.

UNDERSIDE OF STRUCTURAL DECK

UL LISTING:

U448

1 5/8" METAL STUD @ 24" O.C. WITH RUNNER

CHANNELS ALONG TOP AND BOTTOM

5/8" TYPE X GYPSUM BOARD, BOTH SIDES

PROVIDE FIRECAULK AT GYPSUM

BOARD JOINT

COPE GWB TIGHT TO THE STRUCTURE

AND FIRECAULK - TYP.

2 1/2" METAL STUD @ 24" O.C. WITH RUNNER

CHANNELS ALONG TOP AND BOTTOM

MIN. 1 1/2" MINERAL WOOL BATT

INSULATION

TEMPORARY IC BARRIER WALL

CONSTRUCTION (DUST WALL)

5/8" TYPE X GYP BD

3 5/8" STEEL STUDS @ 16"

O.C.

BEAD OF CONT. SEALANT

6-MIL FIRE RETARDANT POLY

INTERIOR SIDE

CEILING, RE: RCP SHEETS

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

3 5/8" STEEL STUD TRACK

4" M

CONTINUOUSLY ADHERE 6-MIL. FIRE

RETARDANT POLY TO DECK WITH TAPE

CONTINUOUSLY ADHERE FIRE RETARDANT

POLY TO FLOOR WITH TAPE

EXISTING DECK

CONSTRUCTION

SIDE

OCCUPIED

SIDE

TEMPORARY IC BARRIER WALL

CONSTRUCTION (DUST WALL)

EXISTING GWB TO REMAIN -

CONTRACTOR TO INSPECT

FOR

DAMAGES/PENETRATIONS

AND REPAIR/SEAL

PENETRATIONS AS REQUIRED

CONTINUOUSLY ADHERE 6-MIL. FIRE

RETARDANT POLY INTERIOR OR EXTERIOR

SIDE. IF EXTERIOR, REPLACE REGULARLY

TO ENSURE INTEGRITY OF BARRIER AND

PREVENT DEBRIS CONTAMINATION.

PROVIDE MEMBRANE ON INSIDE OF

GYPSUM BOARD ABOVE CEILING.

EXISTING DECK

CONSTRUCTION

SIDE

OCCUPIED

SIDE

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

3 5/8" STEEL STUD TRACK

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

INFECTION CONTROL: PRECAUTION CLASS IV

TYPE OF CONSTRUCTION ACTIVITY: "D"

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS INCLUDING, BUT NOT LIMITED

TO:

- ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFTS

- REQUIRES HEAVY DEMOLITION OR REMOVAL OF A COMPLETE BUILDING /

CABLING SYSTEM

- NEW CONSTRUCTION OR RENOVATION OVER 3 DAYS DURATION

POPULATION AND GEOGRAPHIC PATIENT RISK GROUP: "IV - HIGHEST RISK"

- SURGICAL UNITS

INFECTION CONTROL RISK ASSESSMENT NOTES

10.

11.

12.

13.

14.

ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONETO PREVENT

CONTAMINATION OF DUCT SYSTEM.

COMPLETE ALL CRITICAL BARRIERS I.E. SHEETROCK, PLYWOOD, PLASTIC, TO

SEAL AREA FROM NON-WORK AREA OR IMPLEMENT CONTROL CUBE METHOD

(CART WITH PLASTIC AND SEALED CONNECTION WORK SITE WITH HEPA

VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA

EQUIPPED AIR FILTRATION UNITS.

SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.

CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH

THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA VACUUM CLEANER

BEFORE LEAVING WORK SITE OR THEY CAN WEAR CLOTH OR PAPER

COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE THE WORK SITE.

ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE

COVERS. SHOE COVERS MUST BE CHANGED EACH TIME THE WORKER EXITS

THE WORK AREA.

DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT

IS INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND INFECTION

CONTROL DEPARTMENT AND THOROUGHLY CLEANED BY THE OWNER'S

ENVIRONMENTAL SERVICES DEPARTMENT.

REMOVE BARRIER MATERIAL CAREFULLY TO MINIMIZE SPREADING OF DIRT

AND DEBRIS ASSOCIATED WITH CONSTRUCTION.

CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS

SOLID LID.

VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

WET MOP AREA WITH DISINFECTANT.

REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING

PERFORMED.

CONTRACTOR TO BE IN FULL TYVEK SUITS WHEN PERFORMING WORK IN

CERTAIN AREAS AS IDENTIFIED BY THE CONTRACT DOCUMENTS AND THE VA

COR.

SCALE: 1/2" = 1'-0"1-5-GI-103

2 CONSTRUCTION DOOR WALL ELEVATION

SCALE: 1 1/2" = 1'-0"1-5-GI-103

4 NFPA 241 CONSTRUCTION AND INFECTION CONTROL BARRIER

SCALE: 3/4" = 1'-0"1-5-GI-103

1 DETAIL - EXTEND EXISTING PARTITION FOR CONSTRUCTION

SCALE: 1 1/2" = 1'-0"1-5-GI-103

3 NFPA 241 CONSTRUCTION AND INFECTION CONTROL BARRIER EXTENDED TO DECK

SCALE: 1 1/2" = 1'-0"1-5-GI-103

6 TEMPORARY INFECTION CONTROL WALL CONSTRUCTION

SCALE: 1 1/2" = 1'-0"1-5-GI-103

5 TEMPORARY INFECTION CONTROL WALL CONSTRUCTION EXTENDED TO DECK

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

1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

657-18-113JCRENOVATE OPERATING ROOMS AND

SUPPORT SPACES - PHASE 5

10/12/2018

VA Health Care System Approval:

100% CONSTRUCTION DOCUMENTS

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

A/E:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

Consultant:

:1 :1

1-5-GI-103

CONSTRUCTION INFECTION CONTROL

DETAILS

DAVJDF

CMTA CONSULTING ENGINEERS

903 SPRING STREET

JEFFERSONVILLE, IN 47130

4 59

TEMPORARY

WALLS TO BE

REMOVED AND

ERECTED

DAILY FOR

SEQUENCE "C"

ONLY

CONSTRUCTION

ACCESS

VEST./

SCRUB

NEPTUNE

SOILED

UTILITY

VEST./

SCRUB

EQUIP.

STORAGE

VEST./

SCRUB

DAVINCI

EQUIPMENT

EQUIPMENT ALCOVE

VEST./

SCRUB

ORTHO

OR - 9

NEURO

CARDIAC

ORTHO OR - 7

CARDIAC

OR - 8

GENERAL

OR - 6

GENERAL

OR - 5

EQUIP.

STORAGE

VEST./

SCRUB

ACCESS

SEQUENCE "B"

ANTEROOM AND

SEQUENCE "C"

EQUIPMENT

ALCOVE

EQUIP.

STORAGE

EQUIP.

STORAGE

EQUIPMENT

ALCOVE

PHASE 5

PROJECT

LIMITS

PHASE 5

PROJECT

LIMITS

E C

N O

F P

U L

N E

G A

E A

CONSTRUCTION

ACCESS FOR

SEQUENCE A

ANTEROOM FOR

SEQUENCE A

TEMPORARY WALLS

TO BE ERECTED

AND REMOVED

DAILY FOR

SEQUENCE "C"

ONLY

TEMPORARY

CONSTRUCTION BARRIER

WALL.

VA TO HAVE

ACCESS TO

THIS CORRIDOR

DURING THE

DAY

TEMPORARY CONSTRUCTION

BARRIER WALL.

TEMPORARY

CONSTRUCTION BARRIER

WALL.

TEMPORARY CONSTRUCTION

BARRIER WALL.

TEMPORARY WALLS TO BE

ERECTED AND REMOVED

DAILY TO CREATE AN

ANTEROOM FOR THIS

PORTION OF SEQUENCE

"C"

PHASING LEGEND

SEQUENCE A

SEQUENCE B

SEQUENCE C

CONSTRUCTION PHASING PLAN - PHASE 5

SEQUENCE A - C DESCRIPTIONS

ALL WORK WITHIN THIS PROJECT IS DEFINED AS PROJECT RENOVATE OPERATING

ROOMS AND SUPPORT SPACES AND IS PHASE 5 OF THE OVERALL FOURTH FLOOR

RENOVATION.

SEQUENCE A:

ALL WORK WITHIN SEQUENCE A IS TO BE PERFORMED BETWEEN THE HOURS OF

5:00PM AND 5:00AM MONDAY THROUGH FRIDAY AND ANYTIME DURING WEEKENDS.

DEMOLISH THE ELECTRICAL CLOSET IN THE CLEAN CORE AND RENOVATE INTO

CLEAN CORE SPACE. CONSTRUCT A TEMPORARY CONSTRUCTION BARRIER AROUND

WORK AREA. THE WORK IN THIS SEQUENCE MUST BE PERFORMED AT NIGHT AND ON

THE WEEKEND. ENSURE THE NEGATIVE AIR IS BEING PULLED OUT OF THIS SPACE

FROM THE LARGER CONSTRUCTION AREA AS OPPOSED TO PUSHED FROM THE

SPACE. THIS WORK SHOULD BE DONE EXPEDITIOUSLY AS TO REDUCE THE AMOUNT

OF TIME CONSTRUCTION IS TAKING PLACE WITHIN THE ACTIVE CLEAN CORE. THIS

AREA MUST BE DELIVERED TO THE VA AS COMPLETE AT THE END OF THIS

SEQUENCE.

SEQUENCE B:

ALL WORK WITHIN SEQUENCE "B" IS TO BE PERFORMED BETWEEN THE HOURS OF

5:00PM AND 5:00AM MONDAY THROUGH FRIDAY AND ANYTIME DURING WEEKENDS.

SEQUENCE B WILL BE TO RENOVATE A MAJORITY OF THE WORK OCCURRING IN

PHASE 5. ERECT OR EXTEND ALL CONSTRUCTION AND INFECTION CONTROL

BARRIERS AS DESCRIBED ON 1-5-GI-104.

VA COR TO APPROVE COMPLETION OF ALL WORK WITHIN SEQUENCE B BEFORE

CONTRACTOR CAN PROGRESS. ONCE VA APPROVAL IS GIVEN, TEMPORARY

CONSTRUCTION BARRIERS NOT REQUIRED FOR SEQUENCE C AND BEYOND CAN BE

REMOVED.

SEQUENCE C:

ALL WORK WITHIN SEQUENCE "C" IS TO BE PERFORMED BETWEEN THE HOURS OF

5:00PM AND 5:00AM MONDAY THROUGH FRIDAY AND ANYTIME DURING WEEKENDS.

SEQUENCE "C" SERVES TO RENOVATE THE NORTHEAST CORRIDOR THAT HAS BEEN

ACCESSED BY THE VA DURING SEQUENCE "A" AND "B". THIS SEQUENCE SHOULD BE

PERFORMED EXPEDITIOUSLY AS TO REDUCE THE AMOUNT OF TIME CONSTRUCTION

IS OCCURRING DURING THIS CORRIDOR AS IT WILL STILL BE ACCESSED BY THE VA

DURING THE DAY. SEQUENCE C WILL ALSO INCLUDE FINISHING THE SEQUENCE "B"

ANTEROOM WHICH INCLUDES THE EQUIPMENT STORAGE ROOM FOR OR-9 AND THE

TANK STORAGE ROOMS AS CONSTRUCTION BACKS OUT OF THE SPACE AND

CONSTRUCTION ACCESS IS NO LONGER NEEDED IN THE AREA COMPLETED IN

SEQUENCE B.

AT END OF SEQUENCE "C", CONTRACTOR TO REMOVE ALL TEMPORARY INFECTION

CONTROL MEASURES AND READY ALL SPACES FOR VA OCCUPANCY.

INFECTION CONTROL: PRECAUTION CLASS IV

TYPE OF CONSTRUCTION ACTIVITY: "D"

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS INCLUDING, BUT NOT LIMITED

TO:

- ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFTS

- REQUIRES HEAVY DEMOLITION OR REMOVAL OF A COMPLETE BUILDING /

CABLING SYSTEM

- NEW CONSTRUCTION OR RENOVATION OVER 3 DAYS DURATION

POPULATION AND GEOGRAPHIC PATIENT RISK GROUP: "IV - HIGHEST RISK"

- SURGICAL UNITS

INFECTION CONTROL RISK ASSESSMENT NOTES

10.

11.

12.

13.

14.

ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONETO PREVENT

CONTAMINATION OF DUCT SYSTEM.

COMPLETE ALL CRITICAL BARRIERS I.E. SHEETROCK, PLYWOOD, PLASTIC, TO

SEAL AREA FROM NON-WORK AREA OR IMPLEMENT CONTROL CUBE METHOD

(CART WITH PLASTIC AND SEALED CONNECTION WORK SITE WITH HEPA

VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA

EQUIPPED AIR FILTRATION UNITS.

SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.

CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH

THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA VACUUM CLEANER

BEFORE LEAVING WORK SITE OR THEY CAN WEAR CLOTH OR PAPER

COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE THE WORK SITE.

ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE

COVERS. SHOE COVERS MUST BE CHANGED EACH TIME THE WORKER EXITS

THE WORK AREA.

DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT

IS INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND INFECTION

CONTROL DEPARTMENT AND THOROUGHLY CLEANED BY THE OWNER'S

ENVIRONMENTAL SERVICES DEPARTMENT.

REMOVE BARRIER MATERIAL CAREFULLY TO MINIMIZE SPREADING OF DIRT

AND DEBRIS ASSOCIATED WITH CONSTRUCTION.

CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS

SOLID LID.

VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

WET MOP AREA WITH DISINFECTANT.

REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING

PERFORMED.

CONTRACTOR TO BE IN FULL TYVEK SUITS WHEN PERFORMING WORK IN

CERTAIN AREAS AS IDENTIFIED BY THE CONTRACT DOCUMENTS AND THE VA

COR.

PHASE 5

SCALE: 1/8" = 1'-0"1-5-GI-104

1 4TH FLOOR INFECTION CONTROL PLAN - PHASE 5 SCALE: 1" = 80'-0"

KEY PLAN - PHASE 5

1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

657-18-113JCRENOVATE OPERATING ROOMS AND

SUPPORT SPACES - PHASE 5

10/12/2018

VA Health Care System Approval:

100% CONSTRUCTION DOCUMENTS

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

A/E:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

Consultant:

:1 :1

1-5-GI-104

4TH FLOOR INFECTION CONTROL /

PHASING PLAN - PHASE 5

DAVJDF

CMTA CONSULTING ENGINEERS

903 SPRING STREET

JEFFERSONVILLE, IN 47130

5 59

OR - 5

D416

VEST./ SCRUB

D416A

ORTHO OR - 9

D425

GENERAL OR -

D417

SOILED UTILITY

D418

EQUIP.

ALCOVE

D424

VEST./ SCRUB

D425A

PHASE 5

PROJECT LIMITS

PHASE 5

PROJECT LIMITS

FULL TANKS

D427

VEST./ SCRUB

D423A

CLEAN CORE

CORR.

H428

CLEAN CORE

D441

CORRIDOR

H425

COORIDOR

H426

EQUIP.

STORAGE

D415

CORRIDOR

H424

VEST./ SCRUB

D417A

MATCH LINE MATCH LINE

EQUIP.

STORAGE

D419

PHASE 5

PROJECT LIMITS

A-1

CORRIDOR

H424

EQUIP.

STORAGE

D421

ROBOT

STORAGE

D417B

VEST./ SCRUB

D420A

EQUIP.

STORAGE

D428

EQUIP.

STORAGE

D422

CARDIAC OR -8

D423

NEURO

(CARDIAC

ORTHO) OR - 7

D420

EMPTY TANKS

D426

PHASE 5 - BID ALTERNATES

BID ALTERNATES REFLECTED ON THIS DRAWING INCLUDE BID ITEMS 1 - 3

BID ALTERNATE 1:

GENERAL OR-5

Do not provide mechanical, electrical, and plumbing work in the General OR-5. Omit all finish work within the General OR-5 beyond gypsum board walls and mudded seams. Do not provide integrated ceiling system and all corresponding structural work within General OR-5.

BID ALTERNATE 2:

CARDIAC OR-8

Do not provide mechanical, electrical, and plumbing work in the Cardiac OR-8. Omit all finish work within the Cardiac OR-8 beyond gypsum board walls and mudded seams. Do not provide integrated ceiling system and all corresponding structural work within the Cardiac OR-8.

BID ALTERNATE 3:

ORTHO OR-9

Do not provide mechanical, electrical, and plumbing work in the Ortho OR-9. Omit all finish work within the Ortho OR-9 beyond gypsum board walls and mudded seams. Do not provide integrated ceiling system and all corresponding structural work within the Ortho OR-9.

SCALE: 3/16" = 1'-0"1-5-GI-105

1 ENLARGED 4TH FLOOR PLAN - PHASE 5 BID ALTERNATES

1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

657-18-113JCRENOVATE OPERATING ROOMS AND

SUPPORT SPACES - PHASE 5

10/12/2018

VA Health Care System Approval:

100% CONSTRUCTION DOCUMENTS

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

A/E:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

Consultant:

:1 :2

1-5-GI-105

BID ALTERNATES

DAVJDF

CMTA CONSULTING ENGINEERS

903 SPRING STREET

JEFFERSONVILLE, IN 47130

6 59

REMEDIATION GENERAL NOTES

THE SCOPE OF THE LEAD RELATED WORK CONSISTS OF REMOVING LEAD-

CONTAINING GREY METAL DOOR FRAMES AND LEAD SHIELDING WITHIN THE

PROJECT LIMITS. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH

ALL FEDERAL, STATE AND LOCAL REGULATIONS AND THE CONTRACT

SPECIFICATIONS.

THE SCOPE OF THE MOLD RELATED WORK CONSISTS OF REMOVING

UNDERLYING WALL BOARD FROM THE WALLS WITH CERAMIC TILE, WATER

STAINED PIPE INSULATION AND A THOROUGH CLEANING OF ALL REMAINING

SURFACES USING AN EPA APPROVED ANTI-MICROBIAL SOLUTION.

THE SCOPE OF ASBESTOS RELATED WORK CONSISTS OF REMOVING

FLOORING IN THE CORRIDOR BETWEEN OR-8 AND OR-9. ALL WORK SHALL

BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS AND

THE CONTRACT SPECIFICATIONS.

ALL ABATEMENT WORK SHALL BE CONDUCTED DURING NORMAL BUSINESS

HOURS (7 AM TO 5 PM) MONDAY - FRIDAY EXCLUDING FEDERAL HOLIDAYS.

ANY CHANGE IN THE WORK SCHEDULE MUST BE APPROVED IN WRITING BY

THE VA COR AND THE VPIH.

THE ABATEMENT CONTRACTOR SHALL SUBMIT A DETAILED WORK PLAN AND

ABATEMENT SCHEDULE WITH THE REQUIRED SUBMITTALS. ANY CHANGES

TO THE PROCEDURES, CONTAINMENT LIMITS AND PHASING SHALL BE

SUBMITTED TO THE VA COR AND VPIH FOR APPROVAL.

THE LOCATIONS AND QUANTITIES ARE ESTIMATES ONLY AND SHALL BE

FIELD VERIFIED BY THE ABATEMENT CONTRACTOR. THE LIMITS OF

REMOVAL SHALL BE VERIFIED WITH THE VA COR AND VPIH.

THE EXTENT OF THE POTENTIAL MOLD GROWTH SHALL BE FIELD VERIFIED

WITH SELECTIVE DEMOLITION TECHNIQUES, AS ALLOWABLE, ONCE THE

CONSTRUCTION BARRIERS AND NEGATIVE PRESSURE ARE IN PLACE.

ALL LOADOUT PROCEDURES SHALL BE COORDINATED WITH THE VA COR

AND VPIH.

AN ATTACHED OR REMOTE 3-STAGE DECONTAMINATION UNIT SHALL BE

UTILIZED FOR THE LEAD ABATEMENT. IF A REMOTE DECONTAMINATION

UNIT IS UTILIZED, WORKERS WILL BE REQUIRED TO WEAR TWO DISPOSIBLE

SUITS AND A 1-STAGE POP-UP CHAMBER MUST BE ATTACHED TO THE

CONTAINMENTS TO ALLOW FOR WORKERS TO HEPA VACUUM THEMSELVES

OFF AND REMOVE ONE OF THE DISPOSIBLE SUITS PRIOR TO PROGRESSING

TO THE REMOTE DECONTAMINATION UNIT.

THE LOCATIONS OF ABATEMENT DECONTAMINATION UNITS AND WASTE

DISPOSAL CONTAINERS SHALL BE FIELD VERIFIED WITH THE VA COR AND

THE VPIH.

ALL PERIMETER AIR MONITORING AND CLEARANCE SAMPLING SHALL BE

CONDUCTED BY THE VPIH. ALL OSHA PERSONNEL MONITORING SHALL BE

CONDUCTED BY THE CPIH.

SEE DEMOLITION DRAWINGS FOR TEMPORARY PARTITION AND INFECTION

CONTROL DETAILS.

REMEDIATION GENERAL NOTES

REMOVE FLOOR SHEETING WITH POTENTIAL BACTERIA CONTAMINATION

USING MANUAL REMOVAL METHODS INSIDE A NEGATIVE PRESSURE

CONTAINMENT. ALL REMAINING SURFACES SHALL BE CLEANED USING AN

EPA APPROVED ANTI-MICROBIAL SOLUTION.

- OR-9: 300 SF OF FLOOR SHEETING

- OR-10: 300 SF OF FLOOR SHEETING

REMOVE DRYWALL AND LEAD SHIELDING FRO PERIMETER WALLS IN OR-4, 7,

8, 9, AND 10 USING MANUAL REMOVAL METHODS INSIDE A NEGATIVE

PRESSURE CONTAINMENT.

- OR-4: 550 SF OF DRYWALL AND LEAD SHIELDING (REMAINING PERIMETER

WALLS)

- OR-7: 1,200 SF OF DRYWALL AND LEAD SHIELDING

- OR-8: 1,200 SF OF DRYWALL AND LEAD SHIELDING

- OR-9: 800 SF OF DRYWALL AND LEAD SHIELDING

- OR-10: 800 SF OF DRYWALL AND LEAD SHIELDING

REMOVE DOORS AND WINDOWS WITH LEAD SHIELDING USING DISMANTLING

TECHNIQUES INSIDE A NEGATIVE PRESSURE CONTAINMENT.

- OR-4: 3 DOORS, 1 WINDOW

- OR-7: 6 DOORS, 2 WINDOWS

- OR-8: 6 DOORS, 2 WINDOWS

- OR-9: 5 DOORS, 2 WINDOWS

- OR-10: 5 DOORS, 1 WINDOW

REMOVE 12" X 12" BEIGE AND GREY FLOOR TILE AND ASSOCIATED MASTIC.

- CORRIDOR BETWEEN OR-9 AND OR-10: 75 SF OF FLOOR TILE AND MASTIC.

REMOVE LEAD-CONTAINING METAL DOOR FRAMES.

LEAD AND MOLD REMEDIATION LEGEND

REMOVE WALLS WITH EITHER LEAD CONTAINING CERAMIC TILE OR

LEAD SHIELDING AS INDICATED IN THE KEYNOTES.

REMOVE FLORO SHEETING WITH POTENTIAL BACTERIA GROWTH AS

INDICATED IN THE KEYNOTES.

REMOVE 12" X 12" BEIGE AND GREY FLOOR TILE AND MASTIC

PHASE 5

14" 13" 12" 11" 10" 8.9" 8" 7" 6"

N9"

G.8

PHASE 5

PROJECT

LIMITS

PHASE 5

PROJECT

LIMITS

PHASE 5

PROJECT LIMITS

LIMITS OF NEGATIVE

PRESSURE CONTAINMENT

LIMITS OF NEGATIVE

PRESSURE CONTAINMENT

LIMITS OF NEGATIVE

PRESSURE CONTAINMENT

L3 L3

L5 L5

L3 L3

L2 SOILED DUMB

WAITER

D452A

OR - 10

D452

SUB STERILE

D450

SCRUB

D451

CORRIDOR

D449

OR - 09

D448

CORRIDOR

H428

SCRUB

D440

CORRIDOR

H429

CORRIDOR

H429A

CORRIDOR

H431

ELEC.

D463A

CORRIDOR

H432

SCRUB

D430A

OR - 06

D430

SUB STERILE

D429A

OR - 05

D429 SCRUB

D428A

SCRUB

D432A

OR - 07

D432

STEAM

STERILE

D437

ROOM

D434

DARK ROOM

D435

X-RAY

CONTROL

D433

OR - 08

D439

SUB STERILE

D438

CLEAN DUMB

WAITER

D458

CORRIDOR

H425

STAIR 9

S409

STAIR 8

S408

SCALE: 1" = 80'-0"

KEY PLAN - PHASE 5

1 2 3 4 5 6 7 8 9

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

657-18-113JCRENOVATE OPERATING ROOMS AND

SUPPORT SPACES - PHASE 5

10/12/2018

VA Health Care System Approval:

100% CONSTRUCTION DOCUMENTS

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

A/E:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

Consultant:

:1 :2

1-5-HA-101

4TH FLOOR HAZARDOUS MATERIALS

PLAN - PHASE 5

DAVJDF

CMTA CONSULTING ENGINEERS

903 SPRING STREET

JEFFERSONVILLE, IN 47130

812.725.8383

7 59

SCALE: 1/8" = 1'-0"1-5-HA-101

1 4TH FLOOR HAZARDOUS MATERIALS PLAN - PHASE 5

BRAND NAME OR EQUAL: NAME BRANDS USED ON THE

DRAWINGS ARE NOT MEANT TO BE RESTRICTIVE, BUT ONLY

TO INDICATE A BRAND THAT REFLECTS THE

CHARACTERISTICS AND LEVEL OF QUALITY THAT WILL

SATISFY THE GOVERNMENT'S NEEDS. THE SALIENT

PHYSICAL, FUNCTIONAL, OR PERFORMANCE

CHARACTERISTICS THAT EQUAL PRODUCTS MUST MEET

ARE IDENTIFIED IN THE SPECIFICATIONS AND DRAWINGS.

DESIGN CRITERIA:

1. CODES AND STANDARDS:

2009 IBC

2. DESIGN LOADS:

LIVE LOADS:

FLOOR:

1950's ADDITION:

- LEVEL 2 ASSUMED ORIGINAL LIVE LOAD: 50 PSF

- LEVEL 3 ASSUMED ORIGINAL LIVE LOAD: 50 PSF

- LEVEL 4 ASSUMED ORIGINAL LIVE LOAD: 50 PSF

- LEVEL 5 ASSUMED ORIGINAL LIVE LOAD: 50 PSF

ROOF:

MINIMUM LIVE LOAD: 20 P.S.F. PLUS ALLOWANCE FOR DRIFTED SNOW

GROUND SNOW LOAD: Pg = 20 P.S.F SNOW EXPOSURE FACTOR: Ce = 0.9

SNOW LOAD IMPORTANCE FACTOR: 1.2

SNOW THERMAL FACTOR: Ct = 1.0

DEAD LOADS:

1950's ADDITION:

- LEVEL 2 ASSUMED ORIGINAL DEAD LOAD: 15 PSF

- LEVEL 3 ASSUMED ORIGINAL DEAD LOAD: 15 PSF

- LEVEL 4 ASSUMED ORIGINAL DEAD LOAD: 15 PSF

- LEVEL 5 ASSUMED ORIGINAL DEAD LOAD: 15 PSF

FLOOR:

SLAB DEAD LOAD = 55 P.S.F.

ROOF:

SLAB DEAD LOAD = 55 P.S.F.

EQUIPMENT:

BOOM = 2020 LBS (LL)

CEILING = 3000 LBS (DL)

GENERAL NOTES

1. CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH AND DENSITY, IN

ACCORDANCE WITH THE FOLLOWING:

STRENGTH DENSITY WATER/ SACKS OF CEMENT

P.S.I. P.C.F CEMENT RATIO PER YARD

FILL SLABS: 3000 145 0.45 5 1/2 MINIMUM

2. REINFORCING SHALL CONFORM TO A.S.T.M. A615, GR. 60, INCLUDING TIES AND

STIRRUPS.

3. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A185.

4. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE:

A. FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER:

1. SLABS: 3/4 IN.

5. REFER TO SPECS FOR CONCRETE FINISHES.

6. MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS SHALL BE REFERRED TO FOR

DRAINS, SLEEVES, OUTLET BOXES, CONDUIT, ANCHORS, ETC. THE VARIOUS TRADES

ARE RESPONSIBLE FOR PLACING THEIR ITEMS.

7. LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS NOTED

OTHERWISE. WHERE CLASSES ARE NOT CALLED OUT ON DRAWINGS, USE CLASS "B"

SPLICES. SPLICES f'c = 4000 P.S.I., fy = 60,000 P.S.I.

NOTES:

1. TABLES ARE BASED ON C.R.S.I. CATEGORIES 4 AND 6. WHERE

MINIMUM SPACING IS 6 BAR DIAMETERS CENTER TO CENTER AND

WHERE MINIMUM CONCRETE COVER IS ONE BAR DIAMETER USE

CATEGORY 6 FOR LONGITUDINAL BARS IN BEAM, COLUMNS AND

INNER LAYER OF WALL OR SLABS; USE CATEGORY 4 FOR ALL

OTHER BARS.

2. ALL SPLICES TO BE CLASS "B" TENSION SPLICE UNLESS

OTHERWISE NOTED.

8. EXPANSION BOLTS:

UNLESS NOTED OTHERWISE, EXPANSION BOLTS SHALL HAVE THE FOLLOWING MINIMUM

SERVICE LOAD CAPACITIES WHEN DRILLED INTO CONCRETE WITH A MINIMUM DESIGN

STRENGTH OF 4000 P.S.I. SERVICE LOAD CAPACITIES SHALL PROVIDE FOR A MINIMUM FACTOR

OF SAFETY = 4. (SEE SPECIFICATIONS)

DIAMETER SHEAR TENSION

1/2" 3020 LBS. 2440 LBS.

3/4" 7325 LBS 5285 LBS.

TENSION LAP SPLICE FOR TOP BARS, * GRADE 60

CLASS A, B, LAP SPLICE LENGTH (INCHES)

f'c = 3,000 P.S.I.

CLASS

BAR

SIZE

#3 - 16

#4 - 22

*"TOP BARS" ARE DEFINED AS ANY BAR WITH MORE THAN 12" OF

CONCRETE CAST BELOW THE BAR.

CATEGORY 6 4 6

A B A B

4 6 4 6

A B

4 6 4 6

21 14 18 13 16

28 19 24 17 22

TENSION LAP SPLICE FOR TOP BARS, * GRADE 60

CLASS A, B, LAP SPLICE LENGTH (INCHES)

CLASS

BAR

SIZE

#3 - 13

#4 - 17

CATEGORY 6 4 6

A B A B

4 6 4 6

A B

4 6 4 6

16 12 16 12 16

22 15 19 13 17

COMPRESSION LAP SCHD.

LAP LENGTH (INCHES)

f'c = 3,000 P.S.I.

OR GREATER

BAR SIZE

30 db

CONCRETE

f'c = 4,000 P.S.I. f'c = 5,000 P.S.I.

f'c = 3,000 P.S.I. f'c = 4,000 P.S.I. f'c = 5,000 P.S.I.

STRUCTURAL STEEL:

1. STEEL SHALL CONFORM TO THE FOLLOWING GRADES:

ALL ANGLE, BASE CHANNEL PLATES, CONN. PLATES (U.N.O.): A36 (FY=36)

2. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN

ACCORDANCE WITH THE LATEST A.I.S.C. CODE OF STANDARD PRACTICE, EXCEPT

AS MODIFIED IN THESE NOTES AND THE PROJECT SPECIFICATIONS.

3. CONNECTION DESIGN FORCES:

A. BEAMS, GREATER OF:

1. 55% OF TOTAL ALLOWABLE UNIFORM LOAD CAPACITY FROM THE

LATEST EDITION A.I.S.C TABLES FOR ALLOWABLE LOADS ON BEAMS,

Wc/L

2. 10 KIPS

4. THE MINIMUM PLATE THICKNESS SHALL BE 3/8".

5. BOLTED CONNECTIONS:

A. MINIMUM BOLT DIAMETER = 3/4"

B. ALL OTHER BOLTED CONNECTIONS SHALL BE BEARING TYPE USING A325N

OR A490N BOLTS. OVERSIZED HOLES AND LONG-SLOTTED HOLES ARE NOT

ALLOWED UNLESS SHOWN ON THE DRAWINGS.

C. PROTRUDING BOLT HEADS, SHAFTS OR NUTS SHALL NOT EXTEND INTO NOR

PROHIBIT THE APPLICATION OF ARCHITECTURAL FINISHES AND THEY SHALL

NOT EXTEND INTO NOR PROHIBIT THE PLACEMENT OF STEEL DECKING TO

THE CORRECT LINE AND ELEVATION.

D. SHOP DRAWINGS SHALL INDICATE THE TYPE OF BOLT USED IN EACH

CONNECTION AND THE ALLOWABLE VALUES USED FOR THE VARIOUS BOLT

TYPES.

6. WELDED CONNECTIONS:

A. WELDS ARE CONTINUOUS UNLESS NOTED OTHERWISE.

B. ALL FILLET WELDS: A.I.S.C. MINIMUM BUT NOT LESS THAN 1/8" UNLESS

NOTED OTHERWISE.

C. ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST "STRUCTURAL

WELDING CODE" (A.W.S. D1.1) PUBLISHED BY THE AMERICAN WELDING

SOCIETY. ELECTRODES FOR WELDING SHALL COMPLY WITH THE LATEST

REQUIREMENTS OF TABLE 4.1.1 OF (A.W.S. D1.1).

7. NO CHANGE IN SIZE OR POSITION OF THE STRUCTURAL ELEMENTS SHALL BE MADE

OF HOLES, SLOTS, CUTS, ETC., AND ARE NOT PERMITTED THROUGH ANY MEMBER

UNLESS THEY ARE DETAILED ON THE APPROVED SHOP DRAWINGS.

8. FABRICATE ALL BEAMS WITH THE MILL CAMBER UP.

EXISTING CONDITIONS:

1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, SUCH AS DIMENSIONS, ELEVATIONS, CONFIGURATION, AND DETAILS OF EXISTING STRUCTURES AND CONDITIONS

WHERE THEY AFFECT NEW CONSTRUCTION. NOTIFY COR IMMEDIATELY IF ANY DEVIATIONS

FROM ANTICIPATED CONDITIONS ARE DISCOVERED.

2. COORDINATION W/ COMPLETE SET OF CONTRACT DOCUMENTS: THE CONTRACT DOCUMENTS

ARE ONE COMPLETE, COMPREHENSIVE AND INCLUSIVE DOCUMENT CONSISTING OF THE

AGGREGATE COLLECTION OF DRAWINGS AND SPECIFICATIONS FOR ALL OF THE DISCIPLINES'

DIVISIONS (E.G. STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, ETC.). NO SINGLE

DISCIPLINE DIVISION IS AUTONOMOUS NOR DOES IT STAND-ALONE FROM ANY OR ALL OTHER

DISCIPLINE DIVISIONS.

3. VERIFY ALL DIMENSIONS, ELEVATIONS, DEPRESSIONS, INSERTS, EMBEDDED ITEMS.

EQUIPMENT PADS AND SUPPORTS, OPENINGS, DETAILS, AND CONDITIONS BY CROSS-

REFERENCING ALL OTHER DISCIPLINE DRAWINGS, PARTICULARLY MECHANICAL, ELECTRICAL,

AND PLUMBING SECTIONS.

4. SEE ALL OTHER DISCIPLINE DRAWINGS FOR DIMENSIONS NOT SHOWN ON STRUCTURAL

DRAWINGS. UNLESS NOTED ON CONTRACT DOCUMENTS.

5. STRUCTURAL DRAWINGS DO NOT SHOW ALL REQUIRED OPENINGS THROUGH STRUCTURAL

MEMBERS. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER.

6. NOTES REGARDING USE OF DRAWINGS: DRAWING SCALES ARE NOTED FOR REFERENCE ONLY.

NOT ALL ITEMS ARE DRAWN TO SCALE, AND DRAWINGS SHOULD NOT BE SCALED TO OBTAIN

DIMENSIONS OR ELEVATIONS NOT INDICATED.

7. OPENINGS 4" DIA. OR LESS MAY BE CORE DRILLED. USE A REBAR LOCATOR PRIOR TO DRILLING.

DO NOT CUT EXISTING REBAR. REBAR LOCATOR MUST BE CAPABLE OF DETECTING LOCATION

& SIZE OF REBAR IN A SLAB 6" THICK OR GREATER. MUST BE ABLE TO DISCERN BETWEEN ELEC.

CONDUIT & REBAR.

8. FOR PATCHING OF EXISTING OPENINGS SEE DETAILS ON SHEET 1-1S-001. FOR BIDDING

PURPOSES THE CONTRACTOR SHALL INCLUDE THE PATCHING OF EXISTING CONCRETE

HOLES IN THE 4TH FLOOR SLAB AND 5TH FLOOR SLAB (4TH FLOOR CEILING). ASSUME 8 HOLES LESS THAN 40 sq. in AND 8 HOLES BETWEEN 40 AND 80 sq. in. LOCATIONS WILL NOT BE KNOWN

UNTIL CEILINGS AND UTILITIES ARE DEMOLISHED.

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