36C25218B0066-005.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

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

NON-SPRINKLERED

BLDG 102

P:

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GI000

COVER SHEET

RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

INSTALL EMS BUILDING 102

MILWAUKEE VAMC

695-17-108

24 JULY 2017 ETA JP

100% CONSTRUCTION

DOCUMENTS

MILWAUKEE VA

CLEMENT J. ZABLOCKI VA MEDICAL CENTER

INSTALL ENVIRONMENTAL MONITORING SYSTEMS

IN STERILE AND CLEAN SUPPLY ROOMS

(REPLACE RTU BUILDING 102)

100% CONSTRUCTION DOCUMENTS

SHEET LIST

SHEET NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI101 LIFE SAFETY PLAN

GI102 LIFE SAFETY PLAN

GI103 INFECTION CONTROL/PHASING PLAN

ARCHITECTURAL

AS001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AS101 FLOOR PLANS

AS102 REFLECTED CEILING PLANS

AS501 DETAILS

MECHANICAL

MI000 MECHANICAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

MH100 SECOND FLOOR AND HIGH ROOF PLANS - MECHANICAL

MM500 MECHANICAL DETAILS AND SCHEDULES

MM501 CONTROLS DIAGRAMS

ELECTRICAL

ES000 ELECTRICAL SYMBOLS, ABBREVIATIONS AND SHEET INDEX

ES010 SITE ELECTRICAL PLAN

ED100 BASEMENT FLOOR PLAN - ELECTRICAL DEMOLITION

ED103 HIGH ROOF PLAN - ELECTRICAL DEMOLITION

ES100 BASEMENT FLOOR PLAN - ELECTRICAL

ES101 FIRST FLOOR PLAN - ELECTRICAL

ES102 SECOND FLOOR PLAN - ELECTRICAL

ES103 HIGH ROOF PLAN - ELECTRICAL

ES400 ONE-LINE SYMBOLS AND ABBREVIATIONS

ES401 ONE-LINE DIAGRAM

ES402 ONE-LINE DIAGRAM

ES500 ELECTRICAL DETAILS

ES600 ELECTRICAL SCHEDULES

Contact:

RING & DUCHATEAU, LLP

Michael Jushka Professional Engineer

MECHANICAL,

ELECTRICAL &

PLUMBING

OWNER ARCHITECT

17400 West Capitol Drive Brookfield, WI 53045 p: 414.778.7414 e: mjushka@ringdu.com

LOCATION MAP

LOCATION MAP

N

N

SPS BUILDING 102

BUILDING 102

Contact: Contact:

CLEMENT J. ZABLOCKI

VA MEDICAL CENTER

Milwaukee VAMC

5000 West National Ave.

Milwaukee, WI 53295 p: 414.384.2000

GUIDON DESIGN INC.

Evan Anderson-Decina, AIA Project Manager | Architect

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204 p: 317.800.6388 x 116 e: edecina@guidondesign.com

PROJECT NO: 695-17-108

NOTE:

IN THE CASE OF CONFLICTS OR DISCREPANCIES

WITHIN OR AMONG THE CONTRACT DRAWINGS, THE

BETTER QUALITY, MORE STRINGENT REQUIREMENTS

OR GREATER QUANTITY OF WORK, AS DETERMINED

BY THE GOVERNMENT, SHALL BE PROVIDED.

THE PROJECT SCOPE INCLUDES THE REMOVAL OF THE EXISTING ROOFTOP UNIT FROM THE HIGH ROOF OF BUILDING 102 THAT CURRENTLY SERVES THE SECOND FLOOR RECEIVING AREA. A NEW DX COOLING ROOFTOP UNIT (AHU-135-2) WILL BE INSTALLED ON THE HIGH ROOF THAT WILL PROVIDE BOTH COOLING TO THE SECOND FLOOR RECEIVING AREA, AND ALSO SUPPLEMENT EXISTING UNIT AHU-135-1. THE PROJECT WILL

INCLUDE REPLACEMENT OF THE EXISTING BUILDING TRANSFORMER TO ACCOMMODATE THE NEW

ELECTRICAL LOADING REQUIREMENTS OF THE NEW ROOF TOP UNIT. THE PROJECT SCOPE INCLUDES ALL ASSOCIATED REPAIR WORK, ROOF TOP UNIT CONTROLS, CONNECTING DUCTWORK, UTILITY CONNECTIONS

AND SYSTEM TIE-INS TO ACTIVATE THE NEW AHU-135-2.

PROJECT DESCRIPTION

Revisions: Date:

8"

88'-0"

45'-10"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

A

B

C

D

E E

IT

ROOM

CHILLER

MECHANICAL

CORRIDOR

ELECTRIC

MECH.

SPRINKLER

SERV. ROOM

B100FC

B100

B110

B115

B120

B125

B100FP

T.T.

T.

T.

T.

T.

C .U .H . H .W

PI

PI

NG

REQ'D

FLOOR CLR.

REQ'D

FLOOR CLR.

REQ'D

FLOOR CLR.

REQ'D

FLOOR CLR.

RAMP DOWN

ST

AI

R

DO

W N

STAIR UP

ST

AI

R

DO

W N

RAMP DOWN

SLOPE 1:12

SLOPE 1:12

STAIR DOWN

ST

AI

R

DO

W N

ST

AI

R

DO

W N

STAIR UP

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

A

B

C

D

E E

161'-6"

175'-6"

132'-8"

197'-6"

178'-6"

156'-6"

220'-0"

221'-6"

110'-0"

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

SHARED

OFFICE

CART

WASH

ANTE

PPE

LOCKER

LOCKER

TLT &

SHOWER

TLT &

SHOWER

STAFF

CONF

ANTE

PPE

TLT &

SHOWER

LOCKER

TLT &

SHOWER

LOCKER

HAC

WATER &

DETERGENT

ENDOSCOPE

PROCESSING

HIGH LEVEL

DISINFECTION

SCOPE

STORAGE

CLEAN RECEIVING

& BREAK OUT

DISPATCH

BULK

STORAGE

PREP, ASSEMBLY

& STERILIZATION

SOILED RECEIVING

& DECONTAMINATION

SOILED

RECEIVING

STERILE / NON-STERILE

STORAGE

ANTE

CLEAN CART

HOLDING

OFFICE

OFFICE

EQUP STORAGE

& TESTING

HAC

PA

SS

AG

E

OFFICE

PASSAGE

STEAM

STERILIZERS

AERATOR

ETO

PASSAGE

CLEAN

DELIVERIES

UNASSIGNED

TRAINING

ROOM

HAC

EMS

PACKING

SHIPPING

TRAINING

ROOM

LINEN

STORAGE

LINEN

STORAGE

IT

ROOM

SERVICE

166A

165A

171 174

176A

175A

102HC

112 116114 116A

121HC

M1

161A

M102 M102A

151HC

100A

150A

100FC

M101

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

B

1500 SF

100 1

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

REGULATIONS, BELOW LISTING IS NOT COMPREHENSIVE.

ICC, INTERNATIONAL BUILDING CODES, 2015 EDITION (IBC)

ASCE-07-10

ACI 318-11

ACI 530-11

AISC 341-10

AISC 360-10

PCI MNL 120-10, DESIGN HANDBOOK

NFPA 70, NATIONAL ELECTRICAL CODE, 2017 EDITION

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2016 EDITION

NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 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, HEALTH CARE FACILITIES, 2015 EDITION

NFPA 101, LIFE SAFETY CODE, 2015 EDITION

NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS, 2016 EDITION

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

NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION

OPERATIONS, 2013 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 62.1 - 2016 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY

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

ASHRAE 55- 2013 THERMAL ENVIRONMENTAL CONDITIONS FOR HUMAN OCCUPANCY

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.

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 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

PHYSICAL SECURITY DESIGN MANUAL, JANUARY 2015

PLUMBING, NOVEMBER 2014

STRUCTURAL, FEBRUARY 1, 2014

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

PROJECTS SEPTEMBER 30, 2010

EPA GUIDELINES CHECKLIST

VA DESIGN MANUALS PG-18-10:

GOVERNING CODES:

EXISTING BUILDING 102 SUMMARY

CODE CRITERIA

GENERAL: THIS SUMMARY OF CODE REQUIREMENTS IS BASED PRIMARILY ON NFPA 101

(LSC). DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED

THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC

OR AS OTHERWISE IDENTIFIED. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH

THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE

REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE

USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO

LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS,

BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY

HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC

HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES.

NOTES:

CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA

REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA

ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE

BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE

MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY

SYSTEM WIDE.

CODE REVIEW

THE 2015 EDITION OF THE LIFE SAFETY CODE, NFPA 101, HAS BEEN USED TO REVIEW THIS

PROJECT FOR COMPLIANCE WITH THE FIRE AND LIFE SAFETY REQUIREMENTS. FOR

FEATURES NOT ADDRESSED BY NFPA 101 AND THE REFERENCED NATIONAL FIRE CODES,

THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE HAS BEEN USED.

PROJECT SCOPE

THE PROJECT SCOPE INCLUDES REPACING AN EXISTING ROOF TOP UNIT WITH A NEW,

LARGER ROOF TOP UNIT TO BETTER PROVIDE HEATING AND COOLING TO THE BUILDING.

NO ELEMENTS OF THE BUILDING'S EGRESS, STRUCTURE OR RATINGS ARE BEING

ALTERED AS PART OF THIS SCOPE.

EXISTING BUILDING 102

BASEMENT FLOOR: 4,000 GSF

FIRST FLOOR: 21,040 GSF

SECOND FLOOR: 4,000 GSF

TOTAL EXISTING BUILDING: 29,040 GSF

TOTAL ALLOWABLE AREA PER FLOOR: 23,000 GSF (LSC Table 7.4.1)

EXISTING BUILDING:

TYPE II (000) STEEL FRAME PROTECTED

STRUCTURAL FRAME (0) HOURS

BEARING WALLS (0) HOURS

NON-BEARING WALLS (0) HOURS

FLOOR (0) HOURS

BEAMS (0) HOURS

COLUMNS (0) HOURS

ROOF (0) HOURS

EXISTING OCCUPANCY: BUSINESS

EQUIPPED THROUGHOUT WITH A COMPLIANT AUTOMATIC SPRINKLER PER NFPA 13

NOT IN SCOPE

2HR RATED WALL

NOTE: NO CHANGE IN EGRESS ELEMENTS

NOTE: NO CHANGE IN EGRESS ELEMENTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

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

NON-SPRINKLERED

BLDG 102

P:

\1

6.

VA

M ilw au ke e

- A E

ID

IQ

-2 \T as k

AE

In st al l E M

S\ 2.

D ra w in gs \2

-1 _A rc hi te ct ur e\

1- 1_

R ev it\

.1

6.

M ilV

A R

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R ep la ce m en t B ui ld in g v1 6.

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9/

/2

:5 6:

P

M

GI101

LIFE SAFETY PLAN

RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

INSTALL EMS BUILDING 102

MILWAUKEE VAMC

695-17-108

24 JULY 2017 ETA JP

100% CONSTRUCTION

DOCUMENTS

MILWAUKEE VA

N

0' 4' 8' 20'

SCALE: 3/32" = 1'-0"GI101

1 BASEMENT LIFE SAFETY PLAN

SCALE: 3/32" = 1'-0"GI101

2 FIRST FLOOR LIFE SAFETY PLAN

0' 4' 8' 20'

N

ROOF PITCH

ROOF PITCH

ROOF PITCH

ROOF PITCH

D.S.

D.S.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

A

B

C

D

E E

DN

UP

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

B

1500 SF

100 1

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

REGULATIONS, BELOW LISTING IS NOT COMPREHENSIVE.

ICC, INTERNATIONAL BUILDING CODES, 2015 EDITION (IBC)

ASCE-07-10

ACI 318-11

ACI 530-11

AISC 341-10

AISC 360-10

PCI MNL 120-10, DESIGN HANDBOOK

NFPA 70, NATIONAL ELECTRICAL CODE, 2017 EDITION

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2016 EDITION

NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 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, HEALTH CARE FACILITIES, 2015 EDITION

NFPA 101, LIFE SAFETY CODE, 2015 EDITION

NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS, 2016 EDITION

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

NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION

OPERATIONS, 2013 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 62.1 - 2016 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY

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

ASHRAE 55- 2013 THERMAL ENVIRONMENTAL CONDITIONS FOR HUMAN OCCUPANCY

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.

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 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

PHYSICAL SECURITY DESIGN MANUAL, JANUARY 2015

PLUMBING, NOVEMBER 2014

STRUCTURAL, FEBRUARY 1, 2014

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

PROJECTS SEPTEMBER 30, 2010

EPA GUIDELINES CHECKLIST

VA DESIGN MANUALS PG-18-10:

GOVERNING CODES:

EXISTING BUILDING 102 SUMMARY

CODE CRITERIA

GENERAL: THIS SUMMARY OF CODE REQUIREMENTS IS BASED PRIMARILY ON NFPA 101

(LSC). DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED

THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC

OR AS OTHERWISE IDENTIFIED. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH

THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE

REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE

USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO

LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS,

BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY

HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC

HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES.

NOTES:

CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA

REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA

ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE

BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE

MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY

SYSTEM WIDE.

CODE REVIEW

THE 2015 EDITION OF THE LIFE SAFETY CODE, NFPA 101, HAS BEEN USED TO REVIEW THIS

PROJECT FOR COMPLIANCE WITH THE FIRE AND LIFE SAFETY REQUIREMENTS. FOR

FEATURES NOT ADDRESSED BY NFPA 101 AND THE REFERENCED NATIONAL FIRE CODES,

THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE HAS BEEN USED.

PROJECT SCOPE

THE PROJECT SCOPE INCLUDES REPACING AN EXISTING ROOF TOP UNIT WITH A NEW,

LARGER ROOF TOP UNIT TO BETTER PROVIDE HEATING AND COOLING TO THE BUILDING.

NO ELEMENTS OF THE BUILDING'S EGRESS, STRUCTURE OR RATINGS ARE BEING

ALTERED AS PART OF THIS SCOPE.

EXISTING BUILDING 102

BASEMENT FLOOR: 4,000 GSF

FIRST FLOOR: 21,040 GSF

SECOND FLOOR: 4,000 GSF

TOTAL EXISTING BUILDING: 29,040 GSF

TOTAL ALLOWABLE AREA PER FLOOR: 23,000 GSF (LSC Table 7.4.1)

EXISTING BUILDING:

TYPE II (000) STEEL FRAME PROTECTED

STRUCTURAL FRAME (0) HOURS

BEARING WALLS (0) HOURS

NON-BEARING WALLS (0) HOURS

FLOOR (0) HOURS

BEAMS (0) HOURS

COLUMNS (0) HOURS

ROOF (0) HOURS

EXISTING OCCUPANCY: BUSINESS

EQUIPPED THROUGHOUT WITH A COMPLIANT AUTOMATIC SPRINKLER PER NFPA 13

NOT IN SCOPE

2HR RATED WALL

DIAGONAL DISTANCE: 92' - 0"

MA

X

TR

AV

EL

D

IS

TA

NC

E:

9"

EXIT

MAX TRAVEL DISTANCE: 43' - 0"

3068 SF

10031 B

565 SF

B

STAIR

S1

ELEV

E1

EXISTING RECEIVING

EXISTING RECEIVING

NOTE: NO CHANGE IN EGRESS ELEMENTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

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

NON-SPRINKLERED

BLDG 102

P:

\1

6.

VA

M ilw au ke e

- A E

ID

IQ

-2 \T as k

AE

In st al l E M

S\ 2.

D ra w in gs \2

-1 _A rc hi te ct ur e\

1- 1_

R ev it\

.1

6.

M ilV

A R

TU

R ep la ce m en t B ui ld in g v1 6.

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/3

/2

:4 6:

P

M

GI102

LIFE SAFETY PLAN

RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

INSTALL EMS BUILDING 102

MILWAUKEE VAMC

695-17-108

24 JULY 2017 ETA JP

100% CONSTRUCTION

DOCUMENTS

MILWAUKEE VA

N

0' 4' 8' 16'

SCALE: 1/8" = 1'-0"GI102

1 SECOND FLOOR LIFE SAFETY PLAN

DN

DN

C .U .H . H .W

PI

PI

NG

STAIR UP

ST

AI

R

DO

W N

STAIR DOWN

ST

AI

R

DO

W N

STAIR UP

FD

ANTE

PPE

CLEAN RECEIVING

& BREAK OUT

DISPATCH

BULK

STORAGE

ANTE

CLEAN CART

HOLDING

PASSAGE

CLEAN

DELIVERIES

UNASSIGNED

HAC

EMS

PACKING

SHIPPING

LINEN

STORAGE

151HC

150A

C .U .H . H .W

PI

PI

NG

STAIR UP

ST

AI

R

DO

W N

STAIR DOWN

ST

AI

R

DO

W N

STAIR UP

175'-6"

132'-8"

FD

ANTE

PPE

CLEAN RECEIVING

& BREAK OUT

DISPATCH

BULK

STORAGE

ANTE

CLEAN CART

HOLDING

PASSAGE

CLEAN

DELIVERIES

UNASSIGNED

HAC

EMS

PACKING

SHIPPING

LINEN

STORAGE

151HC

150A

AREA

WELL

ELEV

EQUIP

UNEXCAVATED

SPACE

AREA

WELL

ELEV

STAIR

B130

S1

IT

ROOM

CHILLER

MECHANICAL

CORRIDOR

ELECTRIC

MECH.

SPRINKLER

SERV. ROOM

B100FC

B100

B110

B115

B120

B125

B100FP

IT

ROOM

CHILLER

MECHANICAL

CORRIDOR

ELECTRIC

MECH.

SPRINKLER

SERV. ROOM

B100FC

B100

B110

B115

B120

B125

B100FP

INFECTION CONTROL PLAN NOTES #

INFECTION CONTROL PROJECT INFORMATION

CONSTRUCTION ACTIVITY - FIRE RISK: TYPE C

PATIENT RISK GROUP: LOW

CLASS OF PRECAUTION MATRIX: II

PROVIDE TEMPORARY POLYETHYLENE CONSTRUCTION BARRIER. REFER TO

SPECIFICATION FOR ADDITIONAL INFORMATION.

PROVIDE TEMPORARY POLYETHYLENE BARRIER OVER DOOR AND SEAL WITH TAPE.

WORK IN THIS AREA TO OCCUR IN 2 DAYS PERIOD OVER ONE WEEKEND AS THIS

WORK CREATES DEAD END CORRIDORS.

1.

2.

3.

REFER TO LIST OF REQUIRED INFECTION CONTROL PRECAUTIONS OUTLINED

BY CLASS IN SPECIFICATION 010110.

REFER TO DRAWINGS, SPECIFICATIONS AND DOOR HARDWARE SCHEDULE

FOR ADDITIONAL INFORMATION.

COORDINATE FULL SCOPE OF WORK WITH ENGINEERING DRAWINGS AND

FIELD VERIFICATION. CONTRACTOR IS RESPONSIBLE FOR SCOPE OF ABOVE

CEILING WORK REQUIRED ABOVE AND BELOW THE FLOOR PLATE OF THE

PROJECT BOUNDARY.

COORDINATE LOCATION OF TEMPORARY INFECTION CONTROL (IC) BARRIER

WALL CONSTRUCTION AND INFECTION CONTROL (IC) MEASURES WITH COR

AND PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE. TEMPORARY

IC BARRIER WALL CONSTRUCTION LOCATIONS IN DRAWINGS ARE

APPROXIMATE. CONTRACTOR SHALL PROVIDE DRAWING TO COR AND

PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE ONCE ICRA

PROTOCOLS AND PLAN IS APPROVED.

SCHEDULE AND TIME OF CONSTRUCTION WORK TO BE APPROVED BY COR

BEFORE CONSTRUCTION MAY BEGIN. PROVIDE PHASING INFORMATION FOR

ABOVE CEILING WORK IN THE CONTRACTOR PROVIDED CMP SCHEDULE FOR

WORK ALSO REQUIRED ABOVE AND BELOW THE FLOOR PLATE OF THE

PROJECT BOUNDARY.

EXIT/ACCESS FOR ADJACENT OPERATIONAL AREAS SHALL BE MAINTAINED

DURING NORMAL BUSINESS HOURS. SEE SPECIFICATION FOR HOURS OF

OPERATION.

PROVIDE THE FOLLOWING INFECTION CONTROL MEASURES, A 24"X36" STICKY

WALK OFF MAT AND HAND SANITIZER AT EACH TEMPORARY DOOR LOCATION.

MAT SHALL BE REPLACED OR CLEANED AS NECESSARY

PROVIDE THE VA AND OSHA REQUIRED TEMPORARY SIGNAGE AT EACH

TEMPORARY DOOR LOCATION.

CONTRACTOR SHALL SUPPLY SPILL KIT. SPILL KIT TO INCLUDE SHOP VAC,

MULTI-PURPOSE SPILL CONTROL SORBENTS TO ABSORB NON AGGRESSIVE

LIQUIDS UP TO 30 GALLONS.

ALL NEW MATERIAL MOVED THROUGH THE FACILITY SHALL BE COVERED

WITH 4 MIL. POLY SHEET.

ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE PROJECT

BOUNDARY THROUGH THE FACILITY TO DUMPSTER ALONG VA APPROVED

ROUTE IN ENCLOSED DUMPSTER CART DESIGNED FOR SUCH PURPOSED

WITH A LID.

ALL MATERIAL, DEBRIS AND HAZARDOUS MATERIALS SHALL BE PROPERLY

STORED IN DESIGNATED AREAS AND APPROVED CONTAINERS. FLAMMABLE

MATERIALS SHALL NOT BE STORED IN THE FACILITY.

PROVIDE CONTAINMENT CART FOR ABOVE CEILING ACCESS OUTSIDE

PROJECT BOUNDARY.

PROVIDE FILTER MEDIA OVER THE AIR INTAKE OF AHU-135-1 DURING

CONSTRUCTION ACTIVITIES AS TO LIMIT CONTAMINENT INFILTIRATION WHILE

MAINTAINING OPTIMUM PERFORMANCE OF SYSTEM. WHEN CONSTRUCTION

ACTIVITIES ARE AT A MINIMUM, REMOVE FILTER MEDIA AS DIRECTED BY COR.

FILTER MEDIA TO BE MERV 7 OR 8.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

INFECTION CONTROL GENERAL NOTES

PHASING GENERAL NOTES #

A REFER TO SPECIFICATION 01 00 00 FOR INFORMATION ON WORK DURATION FOR

EACH PHASE AND AREA OF WORK.

ELECTRICAL SEQUENCE: REFER TO SPECIFICATION 26 05 05 FOR MORE DETAILED

REQUIREMENTS

PERFORM TRANSFORMER REPLACEMENT ON A SATURDAY. WORK OCCURING

FOR REPLACEMENT TO OCCUR WITHIN 18 HOURS TO REDUCE REQUIRED

SHUTDOWN. WHILE THIS WORK IS OCCURING, EXISTING BUILDING GENERATOR

WILL SERVICE BUILDING.

CONTRACTOR TO COORDINATE WITH COR SCHEDULE OF THIS WEEKEND SO

GENERATOR CAN BE TESTED PRIOR TO WORK.

EXISTING CONCRETE PAD FOR TRANSFORMER IS TO BE EXTENDED. THIS WORK

SHOULD OCCUR IN ADVANCE TO ENSURE NEW PAD IS READY FOR NEW

TRANSFORMER PLACEMENT AND HAS ADEQUATE TIME TO CURE.

TEST NEW TRANSFORMER.

INSTALL CONDUIT FOR AHU-135-2 FEEDER AND INSTALL MOTOR STARTER AND

WIRE.

ENSURE TEMPORARY GENERATOR IS FULL AND HAS BEEN TESTED. SWITCH

BUILDING TO TEMPORARY GENERATOR.

INSTALL NEW TRANSFORMER, CONDUCTORS, LUGS, NEW BREAKERS,

SWITCHBOARD SECTIONS, BUS EXTENSIONS.

RESTORE BUILDING TO NORMAL POWER FROM TEMPROARY POWER.

DISCONNECT LUGS AND CONDUCTORS. REMOVE TRANSOFRMER FROM PAD AND

RETURN TO VA.

HVAC SEQUENCE:

PERFORM ALL HVAC WORK AS INDICATED IN DRAWINGS AND SPECIFICATIONS.

INSTALL NEW INTAKE DUCTWORK FOR EXISTING AHU-135-1 BY REMOVING

EXISTING OUTSIDE AIR INTAKE HOOD AND INSTALLING NEW INTAKE DUCT

ARRANGEMENT WITH DAMPERS.

REMOVE EXISTING ROOF EXHAUST FAN.

INSTALL ALL NEW DUCTWORK ON ROOF.

INSTALL CURBING AND PERFORM ROOF REPAIRS FOR INSTALLATION OF NEW

AHU-135-2 AND RELIEF FAN RLF-135.

LIFT NEW AHU-135-2 ONTO ROOF, SET AND TEST.

REMOVE EXISTING ROOFTOP AC UNIT AS INDICATED ON DRAWINGS AND

COMPLETE INSTALLATION OF SUPPLY AND RETURN AIR TO STORAGE AREA.

CONTRACTOR TO COORDINATE THIS WORK TO MINIMIZE INSTALLATION TIME

AFTER EXISTING RTU IS REMOVE. CONTRACTOR TO PERFORM WORK SO THAT

SECOND FLOOR AREA IS UNCONDITIONED FOR NO MORE THAN 24 HOURS.

CONTRACTOR TO COORDINATE WITH COR SCHEDULE OF THIS EVENT TO ENSURE

MINIMIAL SHUTDOWN TIME IS REQUIRED.

TESTING OF NEW AHU-135-2 HAS TO OCCUR AFTER NEW TRANSFORMER HAS

BEEN INSTALLED. SEE ELECTRICAL SEQUENCING.

PROJECT PHASING AND SEQUENCING

1.

2.

3.

4.

5.

6.

7.

1.

2.

3.

4.

5.

6.

7.

IC/PHASING LEGEND

TEMPORARY WALLS. SEE PLAN AND

PLAN NOTES

TEMPORARY CONSTRUCTION ACCESS

DOORS

REFERENCE AREA FOR ABOVE

CEILING WORK ON FLOOR BELOW.

REFER TO ENGINEERING DRAWINGS

FOR FULL SCOPE OF WORK

BEYOND PROJECT BOUNDARY

PROJECT BOUNDARY

EXISTING RECEIVING

ELEV

E1

STAIR

S1

EXISTING RECEIVING

ELECTRICAL WORK IN THIS AREA

SEE: ELECTRICAL DRAWINGS

C

B

A

D

E

12 13 14 15

1 13

ELECTRICAL WORK

IN THIS AREA

SEE: ELECTRICAL

DRAWINGS

ELECTRICAL WORK IN

THIS AREA

SEE: ELECTRICAL

DRAWINGS

ELECTRICAL WORK IN THIS AREA

SEE: ELECTRICAL DRAWINGS

C

B

A

D

E

12 13 14 15

ELECTRICAL WORK IN THIS AREA

SEE: ELECTRICAL DRAWINGS

C

B

A

D

E

12 13 14 15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

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

NON-SPRINKLERED

BLDG 102

P:

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VA

M ilw au ke e

- A E

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GI103

INFECTION CONTROL/PHASING

PLANRING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

INSTALL EMS BUILDING 102

MILWAUKEE VAMC

695-17-108

24 JULY 2017 ETA JP

100% CONSTRUCTION

DOCUMENTS

MILWAUKEE VA

SCALE: 1/8" = 1'-0"GI103

3 SECOND FLOOR INFECTION CONTROL PLAN

N

0' 4' 8' 16'

N

0' 4' 8' 16'

SCALE: 1/8" = 1'-0"GI103

2 FIRST FLOOR INFECTION CONTROL PLAN

SCALE: 1/8" = 1'-0"GI103

1 BASEMENT INFECTION CONTROL PLAN

N

0' 4' 8' 16'

GENERAL CONSTRUCTION NOTES

THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE ARCHITECT AND OWNER’S REPRESENTATIVE/COR.

CONTRACTOR SHALL PROVIDE THE HIGHER GRADE OF QUALITY AND/OR GREATER

QUANTITY OF WORK WHEN BIDDING IF A CLARIFICATION CAN NOT BE OBTAINED BY

THE BID DUE DATE.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE OF WORK WITH COR AND

VARIOUS FACILITY PERSONNEL INVOLVED WITH UTILITY SHUT DOWN, INFECTION

CONTROLS, OCCUPANT/EMPLOYEE SAFETY, ACCESS CONTROL, ETC.

ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, THE FULL SCOPE OF THE PROJECT

LIMIT OF BOUNDARY REQUIRES COORDINATION WITH THE DESIGN SCOPE OF WORK

AND ACCESS TO EXISTING UTILITIES FOR TIE IN.

DRAWINGS ARE PREPARED FROM FIELD VERIFICATION, EXISTING FACILITY DRAWING

BASE FILES, AND USING DIMENSIONS, CONFIGURATIONS AND DETAILS OF SPECIFIC

MANUFACTURERS AS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ACTUAL DIMENSIONS, THE COORDINATION OF THE DETAILS WITH THE

PRODUCTS WHICH ARE PROVIDED PER THE SCOPE OF THE SPECIFICATIONS AND THE

SURROUNDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS, ROUGH-IN

DIMENSIONS, CONNECTIONS, AND OVERALL INSTALLATION REQUIREMENTS.

CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE ENTIRE SCOPE OF

WORK OUTLINED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR

THE COORDINATION OF ALL SUB-CONTRACTORS AND THE SCOPE OF WORK THEY

PROVIDE. SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR FULL SCOPE OF WORK

WITHIN THE CONTRACT DOCUMENTS, TRADES ARE NOT SEGMENTED TO ONLY CERTAIN

SHEETS AND SPECIFICATIONS, CROSS COORDINATION IS REQUIRED.

CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR

UNDERSTANDING INFORMATION OUTLINED IN THE SPECIFICATIONS, KEY NOTES,

GENERAL NOTES, LEGEND, CODES, ETC., PROVIDED IN THE CONTRACT DOCUMENTS.

CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR PROVIDING AND

MAINTAINING SMOKE/FIRE RATINGS OF NEW CONSTRUCTION AND EXISTING

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS INCLUDES PATCHING

PENETRATIONS IN SHAFTS, WALLS, SLABS AND ROOF. ONLY U.L. APPROVED METHODS,

MATERIALS AND INSTALLATION ARE ACCEPTABLE.

MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS SHOW

INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL

CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL MECHANICAL, PLUMBING AND

ELECTRICAL EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND STRUCTURAL

DETAILING OF SHAFTS, CHASES, CEILING CONSTRUCTION, ETC.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IDENTIFIED AND NOT

IDENTIFIED IN THE CONTRACT DOCUMENTS WITH THE EXISTING AND NEW

CONSTRUCTION ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

BETWEEN THE CONTRACT DOCUMENTS, INSTALLED AND UNINSTALLED

CONSTRUCTION BEFORE THE ORDERING OF MATERIALS AND EQUIPMENT. NOTIFY

ARCHITECT AND OWNER’S REPRESENTATIVE/COR OF ANY DISCREPANCIES OR MISSING

DIMENSIONS.

DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR GENERAL

ORIENTATION AND CONTEXT ONLY.

ALL DIMENSIONS INDICATED ARE TO FACE OF EXISTING MEMBERS, FACE OF NEW

STRUCTURAL MEMBERS, FACE OF NEW MASONRY, FACE OF NEW STUDS OR COLUMN

GRID LINES UNLESS NOTED OTHERWISE.

ROUGH OPENINGS SHALL ALLOW FOR SHIM SPACE.

CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

“TYPICAL” OR “SIMILAR” EACH INSTANCE THAT IS THE SAME IN NATURE TO THE DETAIL,

AREA, OR ITEM REFERENCED.

"PROVIDED" WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, NECESSARY BLOCKING AND ROUGH-IN.

"INSTALLED" WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

"FURNISHED" WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND EQUIPMENT

TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY AND

ROUGH-IN.

ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY CALLED

OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND

HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL

UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO UTILITY

LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT CONSTRUCTION,

FINISHES, EQUIPMENT, AND TRAVEL ROUTE TO AND FROM THE CONSTRUCTION SITE.

ANY DAMAGE OR UNACCEPTABLE WEAR BY THE CONSTRUCTION TEAM SHALL BE

REPAIRED/REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.

A/C AIR CONDITIONING

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

A&E ARCHITECT AND ENGINEERS

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITIES HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALT ALTERNATIVE

ALT TRANS ALTERNATIVE TRANSPORTATION

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AVG AVERAGE

BB BULLETIN BOARD

BD BOARD

BG BUMPER GUARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BRG BEARING

CB CATCH BASIN

CBB CEMENTITIOUS BACKER BOARD

CER CERAMIC

CF CUBIC FEET

CFCI CONTRACTOR FURNISH CONTRACTOR INSTALL

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD, CEILING GRILLE

C & G CURB & GUTTER

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNITS

CO CLEANOUT(S)

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CP CONCRETE PIPE

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST STONE

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CY CUBIC YARD

D DRYER

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DISP DISPENSER

DIV DIVISION

DN DOWN

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

(E) EXISTING

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATED

ETS EXPOSED TO STRUCTURE

ETR EXISTING TO REMAIN

ARCHITECTURAL ABBREVIATIONS

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF & E FURNITURE FIXTURES & EQUIPMENT

FIN FINISH

FIXT FIXTURE

FL FLOW LINE

FLR FLOOR

FLUOR FLUORESCENT

FO FINISH OPENING

FOS FACE OF STUD

FR FIRE RATED

FSP FIRE STANDPIPE

FT FOOT / FEET

FTG FOOTING

FURR FURRING

FV FIELD VERIFY

FVC FIRE VALVE CABINET

FWC FABRIC WALLCOVERING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GARBAGE DISPOSAL

GF CMU GROUND FACE CMU

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLACK

GLU LAM GLUE LAMINATED WOOD

GND GROUND

GT GROUT

GYP BD GYPSUM BOARD

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIB

HC HOLLOW CORE

HCP HANDICAPPED

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR, HANDRAIL

HT HEIGHT

HVAC HEATING, VENTILATING & AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IG INSULATING GLASS

IN INCH

INCAN INCANDESCENT

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

ITG INSULATED TEMPERED GLASS

JAN JANITOR

J-BOX JUNCTION BOX

JT JOINT

L LONG

LAV LAVATORY

LB(S) # POUND(S)

LF LINEAL FEET

LLV LONG LEG VERTICAL

LT LIGHT

LVR LOUVER

M & BH MOP AND BROOM HOLDER

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MEPF MECHANICAL, ELECTRICAL, PLUMBING,

FIRE PROTECTION (CONDUIT)

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MSB MOP SERVICE BASIN

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NECY NECESSARY

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER,

OVERFLOW DRAIN

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

OH OPPOSITE HAND

OPN OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

P PLASTIC

PARTN PARTITION

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTL PORCELAIN TILE

PVC POLYVINYL CHLORIDE

QA QUALITY ASSURANCE

QT QUARRY TILE

R R-VALUE (INSULATION),

RADIUS, RISER

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE: REFERENCE

REBAR REINFORCING BAR

REC RECESSED

RECPT RECEPTACLE

REF REFRIGERATOR

REG REGISTER

REINF REINFORCE

REQD REQUIRED

RESIL RESILIENT

REV REVISION

RH ROOF HATCH

RM ROOM

RO ROUGH OPENING

RT RUBBER STAIR TREAD

S SOUTH

SAF SEAMLESS ACRYLIC FLOORING

SAP SUSPENDED ACOUSTICAL PANELS

SAT SUSPENDED ACOUSTICAL TILE

SB SPLASHBLOCK

SC SEALED CONCRETE, SOLID CORE

SCHED SCHEDULE

SCP SCUPPER

SD SOAP DISPENSER

SEAL SEALER

SECT SECTION

SECT SECTION

SF SQUARE FOOT

SF CMU SPLIT-FACE CMU

SHR SHOWER

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SL SLOPE

SLV SHORT LEG VERTICAL

SND SANITARY NAPKIN DISPOSER

SNV SANITARY NAPKIN VENDOR

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

TA TOILET ACCESSORIES

TB TACKBOARD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

TD TUBULAR DAYLIGHTING DEVICE

TEL TELEPHONE

TEMP TEMPERATURE

TG TEMPERED GLASS,

TONGUE & GROOVE,

TRANSFER GRILLE

THRU THROUGH

TO TOP OF

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TTD TOILET TISSUE DISPENSER

TV TELEVISION

TYP TYPICAL

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

URN URINAL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDP WOOD PANELING

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WATER HEATER

WR WASTE RECEPTACLE,

WATER RESISTANT

WS WATER STOP

WSCT WAINSCOTT

WT WEIGHT

WWF WELDED WIRE FABRIC

ARCHITECTURAL SYMBOLS

X X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET LOCATION

DETAIL REFERENCE

BUILDING

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

ELEVATION REFERENCES

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

HANDICAP SYMBOL

N

TRUE NORTH ARROW

ROOM

NEW WALL

WALL TO BE REMOVED

NEW WALL TAG

S3.A2

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL STUD / BLOCK SIZE

INDICATES CONSTRUCTION

INDICATES TOP OF WALL CONDITION

REFER TO WALL LEGEND

FOR MORE INFORMATION

NEW DOOR101

DOOR TAG

EXISTING DOOR

101 ROOM TAG

1 PLAN NOTE

ROOF PLAN NOTE

A DEMO PLAN NOTE

ITEMS TO BE DEMOLISHED

DEMOLISHED DOOR

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

EXISTING WALL TO REMAIN

INCANDESCENT WALL MOUNTED LIGHTING

INCANDESCENT SURFACE MOUNT LIGHTING

SURFACE MOUNTED FLUORESCENT

RECESSED FLUORESCENT

HVAC RETURN AIR GRILLE

HVAC SUPPLY DIFFUSER

PENDANT LIGHT

ACCESS PANEL

EXIT LIGHTING

S

D

SPEAKER

SMOKE DETECTOR

INCANDESCENT RECESSED LIGHTING

A 9'-0"

CEILING TAG CEILING TYPE

FINISHED CEILING HEIGHT

REFER TO CEILING LEGEND

FOR MORE INFORMATION

EXTENT OF REVISION

REVISION SET

MECH/ELEC ITEMS: REFER TO MEP SHEETS AS APPLICABLE

101 EQUIPMENT/FURNITURE TAG

TEMPORARY IC BARRIER WALL

CONSTRUCTION (DUST WALL)

PROJECT BOUNDARY

BEYOND PROJECT BOUNDARY

REFLECTED CEILING PLAN SYMBOLS

DETAIL/DRAWING SCALE

TITLE OF DETAIL/DRAWING

DETAIL/DRAWING NUMBER

SHEET NUMBER

OTHER KEYNOTE TAG

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

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

NON-SPRINKLERED

BLDG 102

P:

\1

6.

VA

M ilw au ke e

- A E

ID

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-2 \T as k

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In st al l E M

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D ra w in gs \2

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1- 1_

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R ep la ce m en t B ui ld in g v1 6.

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M

AS001

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONSRING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

INSTALL EMS BUILDING 102

MILWAUKEE VAMC

695-17-108

24 JULY 2017 ETA JP

100% CONSTRUCTION

DOCUMENTS

MILWAUKEE VA

D.S.

D.S.

DN

DN

M SDM

/1

SA

46/30 SA

/1

R

A

/36

SA

30/36 SA

EXISTING RECEIVING

ELEV

E1

EXISTING RECEIVING

STAIR

S1

F1

C

B

A

D

E

12 13 14 15

CONTRACTOR ROOF ACCESS

VIA SECOND FLOOR

CONTRACTOR HIGH ROOF

ACCESS VIA LOW ROOF

25' - 0" MINIMUM

27' - 4" VIF

0" V

IF

8"

V

IF

8' - 1" VIF

9" V

IF

50' - 4 1/2" VIF

4'

- 1

0" V

IF

7' - 4" VIF

4'

- 9

" V

IF

4' - 9" VIF

TYP.

4' - 0"

TY

P.

4'

- 0

PROPOSED NEW

ROOF TOP UNIT

LOCATION ABOVE

SLOPE

SLOPE

C

B

A

D

E

12 13 14 15

W

AL

KW

AY

4'

- 6

WALKWAY

4' - 6"

W

AL

KW

AY

4'

- 6

WALKWAY / VIF

5' - 2"

CONTRACTOR HIGH ROOF

ACCESS VIA LOW ROOF

AS501

FLOOR AND ROOF PLAN GENERAL NOTES

ROOF PLAN NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

A

B

C

REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR

COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING NECESSARY

FRAMING, BLOCKING, ETC.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

THE CONTRACTOR IS RESPONSIBLE TO PROTECT THE EXISTING ROOF FROM

ANY RIPS OR TEARS AND MAINTAINING THE INTEGRITY OF THE ROOFING

SYSTEM.

PROVIDE ROOF CRICKET SLOPED MINIMUM 1/2" - 1' - 0" (1 : 24) ALONG THE EAST

SIDE OF THE NEW ROOF TOP UNIT. COORDINATE WITH MEP DRAWINGS.

PROVIDE ROOF CURB TO RECEIVE NEW ROOF TOP UNIT AS INDICATED ON

4/AS101 AND DETAIL 4 & 5/AS501. COORDINATE WITH MEP DRAWINGS FOR MORE

INFORMATION.

PROVIDE A 30" X 30" ACCESS DOOR AS INDICATED ON 3/AS101 AND DETAIL

5/AS501.

PROVIDE ROOF OPENING COVER AS INDICATED ON 3/AS101 AND DETAIL 1/AS501.

EXISTING VENT TO REMAIN. NOT IN SCOPE. REFER TO MECHANICAL DRAWINGS

FOR ADDITIONAL INFORMATION.

PROVIDE PRECAST CONCRETE ROOF PAVERS.

PAINT ROOF WHITE TO EXTEND 4' - 0" OUTWARD FROM NEW ROOF TOP UNIT, AS

INDICATED ON PLAN 3/AS101.

PROVIDE ELEVATED ROOF WALKWAY SYSTEM AROUND NEW ROOF TOP UNIT.

ELEVATED HEIGHT OF ROOF WALKWAY SYSTEM TO ALIGN WITH HEIGHT OF

ROOF TOP UNIT AT TOP OF CURB TO ALLOW MAINTENANCE ACCESS TO UNIT.

PROVIDE ALL SUPPORTS AND CONNECTIONS FOR COMPLETE SYSTEM. PROVIDE

NEOPRENE RUBBER PADS UNDER EACH SUPPORT TO BEAR ON ROOF

ASSEMBLY. COORDINATE LOCATION AND SUPPORTS OF WALKWAY SYSTEM

WITH LOCATIONS AND SIZES OF DUCTWORK AND LOCATION AND SIZE OF ROOF

TOP UNITS. COORDINATE WIDTH OF WALKWAY SYSTEM WITH ACCESS DOORS OF

ROOF TOP UNIT TO ENSURE ACCESSIBILITY TO ROOF TOP UNIT AND

MAINTENANCE.

PROVIDE ROOF WALKWAY SYSTEM STAIRWAY TO CONNECT ROOF LEVEL UP TO

ROOF WALKWAY SYSTEM. COORDINATE NUMBER OF REQUIRED TREADS AND

RISERS BASED ON INSTALLED HEIGHT OF ROOF WALKWAY SYSTEM. STAIRS

DESIGNED AND ENGINEERED BY ROOF WALKWAY SYSTEM MANUFACTURER.

FLOOR PLAN NOTES

F1

PROVIDE A 12" X 12" TRANSFER GRILL IN EACH EXISTING DOOR. MODIFY EXISTING

DOOR AS REQUIRED TO ACCOMODATE TRANSFER GRILL.

25' - 0" MINIMUM

27' - 4" VIF 12

0"

V

IF

8" V

IF

8' - 1" VIF

9" V

IF

50' - 4 1/2" VIF

D1

D2

D3

PROPOSED NEW

ROOF TOP UNIT

LOCATION

C

B

A

D

E

12 13 14 15

DEMOLITION GENERAL NOTES

COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION SHALL

BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING IMPROVEMENTS

WHETHER OR NOT SPECIFICALLY INDICATED ON THE DRAWINGS TO FACILITATE

THE COMPLETION OF ALL REQUIRED WORK. CONTRACTOR SHALL VISIT THE SITE

AND VERIFY ALL QUANTITIES AND ITEMS REQUIRED TO BE REMOVED.

REFER TO ARCHITECTURAL SYMBOLS ON SHEET AS001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN UNLESS

NOTED OTHERWISE.

SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OF UNSATISFACTORY CONDITIONS EXIST. SUCH CONDITIONS

SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

EXTENTS OF DEMOLITION SHALL BE COORDINATE WITH THE CONSTRUCTION

FLOOR PLAN AS101 AND ENGINEERING DRAWINGS FOR ADDITIONAL

INFORMATION.

DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE

APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO BE

REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW

CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF NEW

CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS WORK.

CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE NEW

FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH THAT THE

CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE SMOOTH AND

UNDETECABLE.

THE CONTRACTOR IS RESPONSIBLE TO PROTECT THE EXISTING ROOF FROM ANY

RIPS OR TEARS AND MAINTAINING THE INTEGRITY OF THE ROOFING SYSTEM.

A.

B.

C.

D.

E.

F.

G.

H.

I.

DEMOLITION PLAN NOTES

D1.

D2.

D3.

CUT AND PREPARE ROOF FOR NEW ROOF CURB AS INDICATED ON PLAN.

COORDINATE WITH MEP DRAWINGS AND WITH MANUFACTURER SIZE OF

EQUIPMENT AND REQUIREMENTS.

COORDINATE WITH MEP DRAWINGS FOR EXISTING ROOF TOP UNIT REMOVAL.

COORDINATE WITH MEP DRAWINGS FOR EXISTING DAMPER REMOVAL.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

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

NON-SPRINKLERED

BLDG 102

P:

\1

6.

VA

M ilw au ke e

- A E

ID

IQ

-2 \T as k

AE

In st al l E M

S\ 2.

D ra w in gs \2

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1- 1_

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.1

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R ep la ce m en t B ui ld in g v1 6.

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9/

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:5 5:

P

M

AS101

FLOOR PLANS

RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

INSTALL EMS BUILDING 102

MILWAUKEE VAMC

695-17-108

24 JULY 2017 ETA JP

100% CONSTRUCTION

DOCUMENTS

MILWAUKEE VA

SCALE: 1/8" = 1'-0"AS101

2 SECOND FLOOR PLAN

SCALE: 1/8" = 1'-0"AS101

3 HIGH ROOF PLAN

SCALE: 1/8" = 1'-0"AS101

1 HIGH ROOF DEMO PLAN

N

0' 4' 8' 16'

N

0' 4' 8' 16'

N

IT

ROOM

CHILLER

MECHANICAL

CORRIDOR

ELECTRIC

MECH.

SPRINKLER

SERV. ROOM

B100FC

B100

B110

B115

B120

B125

B100FP

STAIR UP

ST

AI

R

DO

W N

STAIR DOWN

STAIR UP

ANTE

PPE

KER

KER

CLEAN RECEIVING

& BREAK OUT

DISPATCH

BULK

STORAGE

ANTE

CLEAN CART

HOLDING

UNASSIGNED

HAC

EMS

PACKING

SHIPPING

151HC

C

B

A

D

E

12 13 14 15

PAINTED CONCRETE

CEILING

EXISTING TO

REMAIN

PAINTED CONCRETE

CEILING

EXISTING TO

REMAIN

C

B

A

D

E

12 13 14 15

PAINTED CONCRETE

CEILING

EXISTING TO

REMAIN

ACOUSTICAL CEILING TILE

EXISTING TO REMAIN

PAINTED CONCRETE

CEILING

EXISTING TO

REMAIN

ACOUSTICAL CEILING TILE

EXISTING TO REMAIN

4' - 10" 1' - 4"

1' - 2 1/2" 1' - 9"

4'

- 3

2'

- 0

PROPOSED NEW

ROOF TOP UNIT

LOCATION ABOVE

4' - 1" 4' - 1"

6'

- 8

6'

- 8

8' - 2"

AS501

AS501

4"

AS501

AS501

Sim

AS501

Sim

AS501

Sim

W 8X

W

8X

W 8X

W

8X

C

B

A

D

E

12 13 14 15

PLASTER CEILING

EXISTING TO REMAIN

EXISTING RECEIVING

STAIR

S1ELEV

E1

EXISTING RECEIVING

EXPOSED CEILING

EXISTING TO REMAIN

AS501

REFLECTED CEILING GENERAL NOTES

REFLECTED CEILING PLAN NOTES

1.

2.

3.

4.

5.

A

B

REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR

COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING NECESSARY

FRAMING, BLOCKING, ETC.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

PROVIDE ROOF DUCT PENETRATION COVER. REFER TO DETAIL 2 & 4/AS501 AND

MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

PROVIDE NEW STRUCTURAL MEMBERS TO BE BOLTED TO THE EXISTING

STRUCTURE. REFER TO DETAIL 3/AS501.

EXISTING CEILING TO REMAIN. PATCH, REPAIR AND REFINISH CEILING WHERE

WORK OCCURS TO RETURN TO LIKE NEW CONDITION. PAINT CEILING IN AREA TO

MATCH EXISTING PAINT COLOR. PAINT ENTIRE CEILING FOR SEEMLESS COLOR IF

COLOR MATCH IS NOT AVAILABLE.

EXISTING CEILING TO REMAIN. REMOVE AND PROTECT CEILING TILES DURING

CONSTRUCTION AS REQUIRED TO PERFORM WORK. REINSTALL CEILINGS AND

RETURN TO LIKE NEW CONDITION UPON COMPLETION OF WORK IN THIS AREA.

PAINT ALL NEW WORK IN THIS AREA TO MATCH EXISTING EXPOSED CEILING.

PROTECT ALL EXISTING STRUCTURE AND EQUIPMENT DURING WORK.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

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

NON-SPRINKLERED

BLDG 102

P:

\1

6.

VA

M ilw au ke e

- A E

ID

IQ

-2 \T as k

AE

In st al l E M

S\ 2.

D ra w in gs \2

-1 _A rc hi te ct ur e\

1- 1_

R ev it\

.1

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R ep la ce m en t B ui ld in g v1 6.

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9/

/2

:5 5:

P

M

AS102

REFLECTED CEILING PLANS

RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

INSTALL EMS BUILDING 102

MILWAUKEE VAMC

695-17-108

24 JULY 2017

100% CONSTRUCTION

DOCUMENTS

MILWAUKEE VA

N

0' 4' 8' 16'

SCALE: 1/8" = 1'-0"AS102

1 BASEMENT REFLECTED CEILING PLAN

SCALE: 1/8" = 1'-0"AS102

2 FIRST FLOOR REFLECTED CEILING PLAN

SCALE: 1/8" = 1'-0"AS102

3 SECOND FLOOR REFLECTED CEILING PLAN

N

0' 4' 8' 16'

N

EXISTING ROOF DECK

EXISTING STRUCTURAL BEAM

WIDE FLANGE W8X10

L-ANGLE BOLTED CONNECTION PER

STANDARD AISC CONNECTION

B

GASKET BY RTU PROVIDER

SHEET METAL CAP FLASHING

(REFER TO SPECS FOR THICKNESS)

COORDIANTE FLASHING WITH ROOF

TOP UNIT MANUFACTURER

EXISTING PROTECTION BOARD

EXISTING TAPERED RIGID INSULATION

WOOD BLOCKING

EXISTING METAL DECK

6", 16 GA. METAL STUD FRAMING TO DECK

STRUCTURE BELOW AT 12" O.C. MIN.RE

: M

EC

HA

NI

C A L

DU

CT

W

ID

TH

MI

N.

1'

- 0

DUCT PENETRATION,

RE: MECHANICAL

CONTINUOUS SEALANT

PREFORMED DUCT FLASHING

AROUND DUCT OPENING BY DUCT

MANUFACTURER

WIDE FLANGE W8X10

RE: 3/AS101 & 5/AS101

EXISTING EPDM ROOFING MEMBRANE

NOTE:

AS-BUILT CONDITION IN FIELD TO BE VERIFIED

BY CONTRACTOR. ANY DISCREPANCIES

SHALL BE ISSUED TO COR AND ARCHITECT.

CONTINUOUS SEALANT

EPDM ROOFING MEMBRANE

(REFER TO SPECS FOR THICKNESS)

3/4" PROTECTION BOARD

CANT STRIP

NEW ROOF TOP UNIT,

RE: MECHANICAL

MI

N.

1'

- 0

VE

RI

FY

W

IT

H

AH

U/

RT

U

MA

NU

FA

CT

UR

ER

A

ND

M

EC

H

DW

GS

DESIGN INTENT NOTE:

THIS DETAIL REPRESENTS AN EXTENDED HEIGHT ROOF TOP UNIT CURB PROVIDED BY THE CONTRACTOR THAT CONNECTS TO THE EXISTING ROOF STRUCTURE. THE NEW ROOF TOP UNIT IS TO BE CONNECTED TO THE NEW CURB PER MANUFACTURER RECOMMENDATION TO ENSURE PROPER FUNCTIONALITY AND WARRANTY.

CONTRACTOR IS PERMITTED TO PROVIDE THE ENTIRE CURB BY ROOF TOP UNIT MANUFACTURER IF AVAILABLE.

CONTRACTOR TO SUBMIT FOR APPROVAL SHOP DRAWINGS, PRODUCT DATA AND ENGINEER CALCULATIONS FOR

ROOF TOP UNIT CURB WHETHER PROVIDED BY CONTRACTOR OR ROOF TOP UNIT MANUFACTURER.

GASKET BY RTU PROVIDER

SHEET METAL CAP FLASHING

(REFER TO SPECS FOR THICKNESS)

COORDIANTE FLASHING WITH ROOF

TOP UNIT MANUFACTURER

EXISTING PROTECTION BOARD

EXISTING TAPERED RIGID INSULATION

WOOD BLOCKING

EXISTING METAL DECK

6", 16 GA. METAL STUD FRAMING TO DECK

STRUCTURE BELOW AT 12" O.C. MIN.

30" X 30" ACCESS DOOR

CONTINUOUS SEALANT

WIDE FLANGE W8X10

RE: 3/AS101 & 5/AS101

NOTE:

AS-BUILT CONDITION IN FIELD TO BE VERIFIED

BY CONTRACTOR. ANY DISCREPANCIES

SHALL BE ISSUED TO COR AND ARCHITECT.

CONTINUOUS SEALANT

EPDM ROOFING MEMBRANE

(REFER TO SPECS FOR THICKNESS)

3/4" PROTECTION BOARD

CANT STRIP

DO

OR

W

ID

TH

MI

N.

1'

- 0

EXISTING EPDM ROOFING MEMBRANE

NEW ROOF TOP UNIT,

RE: MECHANICAL

VE

RI

FY

W

IT

H

AH

U/

RT

U

MA

NU

FA

CT

UR

ER

A

ND

M

EC

H

DW

GS

DESIGN INTENT NOTE:

THIS DETAIL REPRESENTS AN EXTENDED HEIGHT ROOF TOP UNIT CURB PROVIDED BY THE CONTRACTOR THAT CONNECTS TO THE EXISTING ROOF STRUCTURE. THE NEW ROOF TOP UNIT IS TO BE CONNECTED TO THE NEW CURB PER MANUFACTURER RECOMMENDATION TO ENSURE PROPER FUNCTIONALITY AND WARRANTY.

CONTRACTOR IS PERMITTED TO PROVIDE THE ENTIRE CURB BY ROOF TOP UNIT MANUFACTURER IF AVAILABLE.

CONTRACTOR TO SUBMIT FOR APPROVAL SHOP DRAWINGS, PRODUCT DATA AND ENGINEER CALCULATIONS FOR

ROOF TOP UNIT CURB WHETHER PROVIDED BY CONTRACTOR OR ROOF TOP UNIT MANUFACTURER.

EPDM ROOFING MEMBRANE

(REFER TO SPECS FOR THICKNESS)

3-5/8" METAL STUD FRAMING

CANT STRIP

EXISTING ROOF

EXISITING ROOF CURB

EXISITING DUCTS,

RE: MECHANICAL

MI

N.

1'

- 0

RE

: M

EC

HA

NI

CA

L

DU

CT

W

ID

TH

7 3

/4"

EXISTING EPDM ROOFING MEMBRANE

SPRAY FOAM INSULATION MIN R-20

STAINLESS STEEL SHEET METAL, 20 GA.

3/4" PROTECTION BOARD

1-1/2", 18 GA., METAL ROOF DECKING,

SLOPE = 1/4" : 12"

DUCTS,

RE: MECHANICAL

EXISTING ROOF OPENING

EPDM ROOFING MEMBRANE

(REFER TO SPECS FOR THICKNESS)

AS501

AS501

SLOPE: MIN 1/4" : 12"

EPDM ROOFING MEMBRANE

(REFER TO SPECS FOR THICKNESS)

3-5/8" METAL STUD FRAMING

CANT STRIP

EXISTING ROOF

EXISITING ROOF CURB

EXISTING EPDM ROOFING MEMBRANE

STAINLESS STEEL SHEET METAL, 20 GA.

EPDM ROOFING MEMBRANE

(MIN 60 MILS)

1-1/2", 20 GA., METAL ROOF DECKING,

SLOPE = 1/4" : 12"

SPRAY FOAM INSULATION MIN R-20

3/4" PROTECTION BOARD

EXISTING ROOF OPENING

AS501

Sim

AS501

Sim

SLOPE: MIN 1/4" : 12"

3-5/8" METAL STUD FRAMING

3/4" PROTECTION BOARD

1-1/2", 20 GA., METAL ROOF DECKING,

SLOPE = 1/4" : 12"

EPDM ROOFING MEMBRANE

(REFER TO SPECS FOR THICKNESS),

OVERLAPPED PER MANUFACTURER 'S

SPECIFICATION

3/4" PROTECTION BOARD

EPDM ROOFING MEMBRANE

(REFER TO SPECS FOR THICKNESS)

EPDM ROOFING MEMBRANE

(REFER TO SPECS FOR THICKNESS),

OVERLAPPED PER MANUFACTURER'S

SPECIFICATION

CANT STRIP

EXISTING ROOF

EXISITING ROOF

CURB

EXISTING EPDM ROOFING MEMBRANE

3-5/8" METAL STUD FRAMING

3/4" PROTECTION BOARD

NOTE:

AS-BUILT CONDITION IN FIELD TO BE VERIFIED

BY CONTRACTOR. ANY DISCREPANCIES

SHALL BE ISSUED…