36C25218R0104-011.pdf

WAREHOUSE

TEMPORARY

CB17

WOMEN'S

ELECTRICAL

CLOSET

RM AB05

RM AB04

RM AB14

AB13

RM AB06

RM AB07

RM AB11

RM CB02

RM CB04

RM CB05

RM CB07

RM CB11

RM CB15

RM CB16

RAMP

.7

G R T E

.2

F L D

A C

A C

A C

A C

U P

U P

D N

R A M P

D N

U P

U P

D O W N

D O W N

U P

U P

U P

U P

U P

U P

U P

R A M P

U P

U P

R A M P

U P

U P

U P

R A M P

U P

U P

U P

R A M P

U P

U P

U P

U P

U P

STORAGE

B01

TELE

B14

ELEC

B13

EQUIP & PWR

B05

EXST STORAGE

B08

CORR

B12

EXST STORAGE

B04

HAC

B06

CORR

B11

ELEV LBY

B10

ELEV EQUIP

B09

STAIR

NO. 3

DISTR

B03

COPY CENTER

B02

ELEV

B07

CORR

B11

BUILDING 6 - KEYPLAN

BUILDING 6 "A" WING

ELEVATOR SHAFT AND

MACHINE ROOM

SCOPE OF WORK

N

BUILDING 5 - KEYPLAN

BUILDING 5

ELEVATOR SHAFT AND MACHINE ROOM

SCOPE OF WORK

N

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

Phase

ARCHITECT/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

Consultant:

FULLY SPRINKLERED

BLDG 5 AND 6

C U s e rs

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M ilV A

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A v lly n c h .r v t

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GI000

COVER SHEET

RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

UPGRADE ELEVATORS BUILDING

5 AND 6A

MILWAUKEE VAMC

695-17-116

21 JULY 2017 ETA LAL

100% CONSTRUCTION

DOCUMENTS

MILWAUKEE VA

LERCH BATES, INC.

600 W FULTON

CHICAGO, IL 60661

(312) 332-5444

CLEMENT J. ZABLOCKI VA MEDICAL CENTER

UPGRADE ELEVATORS BUILDINGS 5 & 6A

100% CONSTRUCTION DOCUMENTS

SHEET LIST

SHEET NUMBER SHEET NAME

MECHANICAL

MI000 MECHANICAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

MH100 MECHANICAL DEMOLITION & NEW WORK PLANS

MM500 MECHANICAL SCHEDULES, DETAILS AND CONTROLS

SCHEMATICS

ELECTRICAL

ES000 SYMBOLS, ABBREVIATIONS AND SHEET INDEX

ES100D BUILDING 5 & 6 - DEMO PLANS

ES101 BUILDING 5 - WING PLANS

ES102 BUILDING 6 - WING PLANS

ES400 ONE-LINE SYMBOLS ABBREVIATIONS

ES500 ELECTRICAL DETAILS

ES600 ELECTRICAL SCHEDULE

SHEET LIST

SHEET NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI101 CODE ANALYSIS

GI102 INFECTION CONTROL/PHASING PLAN

HA101 HAZARDOUS MATERIAL REMOVAL PLAN

ARCHITECTURAL

AS001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AS101 BLDG 5 - WING PLANS

AS102 BLDG 6 A - WING PLANS

AS201 BLDG 5 - ELEVATIONS AND SECTIONS

AS202 BLDG 6 A - ELEVATIONS AND SECTIONS

PLUMBING

PS001 PLUMBING SYMBOLS AND ABBREVIATIONS

PS102 BUILDING 6 A - WING PLUMBING PLAN DRAWINGS

FIRE PROTECTION

FP001 FIRE PROTECTION SYMBOLS AND ABBREVIATIONS

FP101 BUILDING 5 FIRE PROTECTION PLANS

FP102 BUILDING 6 A - WING FIRE PROTECTION PLANS

Contact: Contact:

RING & DUCHATEAU, LLP

Michael Jushka

Professional Engineer

MECHANICAL,

ELECTRICAL &

PLUMBING

OWNER ARCHITECT

LERCH BATES, INC.

Tom Hoffmann

Transportation Engineer

TRANSPORTATION

CONSULTANT

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

600 W. Fulton Suite 501 Chicago, IL 60661 p: 312.386.7662 e: tom.hoffmann@lerchbates.com

CAMPUS MAP

LOCATION MAP

BUILDING 5

N

N

BUILDING 6 A-WING

BUILDING 5 - FIRST FLOOR BUILDING 6 A-WING - FIRST FLOOR

Contact: Contact:

CLEMENT J. ZABLOCKI

VA MEDICAL CENTER

Jim Beier

Project COR General Engineer

5000 West National Ave.

Milwaukee, WI 53295 p: 414.384.2000 x 47297 e: james.beier@va.gov

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: 695-17-116

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.

Revisions: Date:

UP

DN

CODE CRITERIA

GENERAL:

THE EXISTING BUILDING ELEVATOR SHAFTS, MACHINE/EQUIPMENT ROOMS AND ASSOCIATED SPACES WILL BE INCLUDED IN THE EXTENT OF THE

PROJECT.

NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN. 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 ADDRESSED ABOVE IN THIS PROGRAM GUIDE. 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).

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.

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.

• INTERVENING ROOMS: IBC: SECTION 1014 EXIT ACCESS, 1014.2 EGRESS THROUGH INTERVENING SPACES. EGRESS THROUGH INTERVENING SPACES SHALL COMPLY WITH THIS SECTION. 1. EGRESS FROM A ROOM OR SPACE SHALL NOT PASS THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS, EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS AND THE AREA SERVED ARE

ACCESSORY TO ONE OR THE OTHER.

• EXIT ROUTE, IBC/NFPA CONFLICT: SUITE EXITS DIRECTLY INTO EXIT STAIR, ALLOWED BY NFPA.

CODE REVIEW

THE 2015 EDITION OF THE LIFE SAFETY CODE, NFPA 101, AND THE SIXTH EDITION OF THE DEPARTMENT OF VETERANS AFFAIRS FIRE PROTECTION DESIGN MANUAL HAVE 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.

OCCUPANCY CLASSIFICATION

BUILDING 5 AND BUILDING 6A ARE CLASSIFIED PER THE NFPA AS BUSINESS (NFPA 6.1.11).

CODE CRITERIA

1. GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS

ON ITS PROJECTS. SEE LIST OF VA DESIGN MANUALS ON THIS SHEET.

2. 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. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW

DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

FIRE RESISTANCE RATED SEPARATIONS

1. EXISTING ENCLOSURES OF SHAFTS/VERTICAL OPENINGS IN EXISTING BUILDINGS IS ½ HOUR (NFPA 8.6.5, 3). FOR ENCLOSURES CONNECTING FOUR OR MORE STORIES IN NEW CONSTRUCTION, A 2 HOUR RATING IS REQUIRED (NFPA 8.6.5, 1).

2. FIRE BARRIERS WILL EXTEND FROM THE TOP OF THE FLOOR BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF DECK ABOVE. THE OPENINGS AND PENETRATIONS IN REQUIRED EXIT ENCLOSURES WILL BE PROTECTED WITH SELF-CLOSING OR AUTOMATIC-CLOSING OPENING PROTECTIVES. OPENINGS IN FIRE RESISTANCE RATED WALLS WILL BE PROTECTED IN ACCORDANCE WITH THE FOLLOWING

PER NFPA TABLE 8.3.4.2:

COMPONENT WALLS AND PARTITIONS (HR) FIRE DOOR ASSEMBLIES (MIN)

ELEVATOR HOISTWAYS, ELEVATOR MACHINE ROOMS ½ 20

2 90

VERTICAL SHAFTS (INCLUDING ENCLOSED EXIT STAIRWAYS) 1 60

2 90

PIPING, CONDUIT, AND WIRE PENETRATIONS OF FIRE RATED CONSTRUCTION WILL BE PROTECTED BY MATERIALS OR SYSTEMS OF THE SAME HOURLY RATING LISTED BY UNDERWRITERS LABORATORIES (UL), FACTORY MUTUAL (FM), OR A NATIONAL RECOGNIZED TESTING LABORATORY (NRTL). DUCT, AIR TRANSFER OPENINGS, AND OTHER PENETRATIONS THROUGH FLOORS, SHAFT ENCLOSURES AND OTHER FIRE RATED CONSTRUCTION WILL BE

PROTECTED IN ACCORDANCE WITH THE IBC.

BUILDING PLACEMENT

1. THE PROJECT SCOPE WILL HAVE NO EFFECT ON BUILDING SEPARATION DISTANCES.

INTERIOR FINISH

INTERIOR WALL AND CEILING FINISH TO BE DESIGNED IN ACCORDANCE WITH THE NFPA 101.

• CLASS A, B AND C FINISH IS PERMITTED FOR INTERIOR WALLS AND CEILINGS IN ROOMS, AND CORRIDORS. CLASS A OR B FINISH IS

PERMITTED FOR EXITS.

• PER THE IBC SECTION 406.2.6 ALL FLOOR SURFACES SHALL BE OF CONCRETE OR OTHER SIMILAR NON-COMBUSTIBLE AND NON-

ABSORBENT MATERIALS. FLOOR FINISH SHALL NOT BE LESS THAN CLASS II

• WALLS AND CEILINGS: INTERIOR FINISH FLAME SPREAD SHALL BE LIMITED PER CHAPTER 8 OF THE NFPA 101 TO CLASS A, B AND C MATERIALS. INTERIOR WALL AND CEILING FINISH SHALL BE CLASS A OR CLASS B IN EXITS, CORRIDORS AND LOBBIES; AND CLASS A, CLASS B, OR CLASS C IN ALL OTHER AREAS.

CLASS A: FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450.

CLASS B: FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450.

CLASS C: FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450

• FLOORS: INTERIOR FLOOR FINISH SHALL BE CLASS I OR CLASS II IN CORRIDORS AND EXITS.

EGRESS LIGHTING AND EXIT SIGNAGE

EMERGENCY EGRESS LIGHTING WILL BE CONFIRMED THROUGHOUT THE IMPACTED AREAS OF THE PROJECT WORK.

1. EXIT SIGNS SHALL BE PROVIDED IN AREAS ACCESSIBLE TO THE PUBLIC, IF AREA IS IMPACTED BY THE WORK, IN ACCORDANCE WITH NFPA 101.

EMERGENCY EGRESS LIGHTING SHALL PROVIDE COMMON PORTIONS OF THE FACILITY WITH MEANS OF EGRESS IN ACCORDANCE WITH THE

LIFE SAFETY CODE

2. EACH REQUIRED EXIT WILL BE IDENTIFIED WITH AN EXIT SIGN, INCLUDING EXIT ACCESS, AND WITHIN AREAS REQUIRING MULTIPLE EXITS.

DIRECTIONAL EXIT SIGNS WILL ALSO BE PROVIDED TO DIRECT OCCUPANTS TOWARD THE CLOSEST EXIT SO THAT NO OCCUPANT IS MORE

THAN 100 FEET FROM AN EXIT SIGN.

3. THE EGRESS LIGHTING AND EXIT SIGNS WILL BE PROVIDED WITH A SECONDARY SOURCE OF POWER IN THE EVENT THAT THE PRIMARY POWER SOURCE IS DISRUPTED. THE SECONDARY POWER SOURCE WILL CONSIST OF EITHER INTERNAL BATTERIES OR A CONNECTION TO AN

EMERGENCY POWER SYSTEM.

MEANS OF EGRESS

THE PROJECT SCOPE WILL HAVE NO EFFECT ON MEANS OF EGRESS.

EMERGENCY ELEVATOR OPERATION

EXISTING CONDITIONS WILL BE VERIFIED FOR COMPLIANCE WITH CURRENT REQUIREMENTS:

1. CURRENT CODE REQUIRE ELEVATORS TO BE CONNECTED TO SMOKE DETECTOR, LOCATED IN ITS RESPECTIVE LOBBY. UPON ACTIVATION OF A LOBBY SMOKE DETECTOR OR MACHINE ROOM SMOKE DETECTOR, THE ELEVATORS SERVED BY THAT LOBBY OR MACHINE ROOM WILL BE RECALLED TO THE MAIN LEVEL OF THE BUILDING, ONE AT A TIME. IN THE EVENT THAT THE ALARM IS ON THIS DESIGNATED LEVEL, THE ELEVATORS WILL BE RECALLED ONE AT A TIME TO AN ALTERNATE LEVEL. IT IS PROPOSED TO RECALL ONLY THE ELEVATOR OR GROUP OF

ELEVATORS SERVED BY THE AFFECTED LOBBY OR ELEVATOR MACHINE ROOM.

2. AFTER RETURNING TO THE APPROPRIATE LEVEL, THE ELEVATORS WILL STOP, THE DOORS WILL OPEN, AND THE ELEVATORS WILL BE RENDERED INOPERABLE WITHOUT THE USE OF THE FIREMAN'S KEY OR UNTIL SUCH TIME THAT THEY ARE MANUALLY RESET TO THE NORMAL OPERATING MODE. THIS MODE OF OPERATION IS PROVIDED FOR FIRE DEPARTMENT USE TO ALLOW FOR ACCESS TO ALL LEVELS SERVED BY

THE ELEVATORS.

AUTOMATIC SPRINKLER SYSTEM

SPRINKLER SYSTEM: BUILDING 6A BUILDING 5 ARE SERVED BY EXISTING SPRINKLER SYSTEMS, ASSUMED TO MEET THE REQUIREMENTS

THROUGHOUT IN ACCORDANCE WITH NFPA 13.

1. ANY CHANGES OR UPDATES TO THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY DESIGNED IN ACCORDANCE WITH 2010 EDITION OF NFPA 13 AND THE SIXTH EDITION OF THE DEPARTMENT OF VETERANS AFFAIRS FIRE PROTECTION DESIGN MANUAL AND NFPA 45 SHALL REGULATE

DESIGN AREA AND DENSITY:

PORTABLE FIRE EXTINGUISHERS

PORTABLE FIRE EXTINGUISHERS ARE BE PROVIDED THROUGHOUT THE BUILDING AS REQUIRED BY IFC SECTION 906.1 AND SPACED IN ACCORDANCE WITH NFPA 10, 2010 EDITION. THE DESIGN TEAM VISUALLY OBSERVED FIRE EXTINGUISHERS WITHIN THE MACHINES ROOMS.

FIRE ALARM SYSTEM

EXISTING MANUAL AND AUTOMATIC FIRE ALARM SYSTEM HAS BEEN OBSERVED SERVING THE BUILDING. EXISTING CONDITIONS IS ASSUMED TO BE

PROVIDED AS REQUIRED BY NFPA 72

SHUNT TRIP

DISCONNECT MEANS IS REQUIRED PER NFPA 602.51. MEANS OF DISCONNECT SHALL BE A SHUNT TRIP PER 620.51B.

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

REGULATIONS, BELOW LISTING IS NOT COMPREHENSIVE.

NFPA 13, 220, 780

AISC

ACI 318-11

AISC 341-10

AISC 360-10

Ventilation – Per VA guidelines, ICC International Mechanical Code, and ASHRAE 62.1 – 2007.

Energy Efficiency - Per VA guidelines, all new mechanical equipment installed per this project shall meet the minimum requirements of ASHRAE 90.1-2007.

Building Automation System Control - The selected system will offer temperature monitoring with the ability to connect to the campus network. It is expected that the current system will have sufficient capacity to accommodate the required controls.

Electrical Codes NFPA 70 2011 NEC (National Electric Code) NFPA 70E Standard for Electrical Safety in the Workplace 2012 NFPA 72 2013 National Fire Alarm and Signaling Code NFPA 780 Standard for the Installation of Lightning Protection Systems 2011 Edition Maintenance - Equipment layouts will reviewed for access and ease of maintenance.

Portable fire extinguishers will be provided throughout the garages as required by IFC section 906.1 and spaced in accordance with NFPA 10, 2010 edition.

ASME - A17.1 Safety Code for Elevators and Escalators ANSI A117.1-2009 Standard on Accessible & Usable Buildings and Facilities and 2010 ADA Standards for Accessible Design NFPA 101, Life Safety Code, 2012 edition (LSC) NFPA 13, Standard for the Installation of Sprinkler Systems, 2013 edition.

NFPA 14, Standard for the Installation of Standpipe and Hose System, 2013 edition.

NFPA 10, Standard for Portable Fire Extinguishers, 2013 edition.

NFPA 24, Standard for the Installation of Private Fire Service Mains and their Appurtenance, 2013 edition.

NFPA 80, Standard for Fire Doors and Other Opening Protectives, 2013 edition.

NFPA 90A, Standard for the Installation of Air-Conditioning and Ventilating Systems, 2012 edition.

ASTM E 136, Standard Test Method for Behavior of Materials in a Vertical Tube Furnace, 2009b edition.

NFPA 111, Standard on Stored Electrical Energy Emergency and Standby Power Systems, 2013 edition.

ASTM E2072-04, Specification for Photoluinescent (Phosphorescent) Safety Markings, 2004 edition.

International Building Code (IBC) by the International Code Council (ICC), 2015.

International Fire Code (IFC) by the International Code Council (ICC).

International Fuel Gas Code (IFGC) by the International Code Council (ICC).

International Mechanical Code (IMC) by the International Code Council (ICC).

International Plumbing Code (IPC) by the International Code Council (ICC).

ASME A17.1 Elevator Code

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 2011, 2012

ELECTRICAL, DECEMBER 2015

ENERGY REDUCTION/ SUSTAINABILITY, MAY 2014

EQUIPMENT, JUNE 2006

ESTIMATING, MARCH 8, 2011

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

FIRE PROTECTION, SIXTH EDITION REVISED SEPTEMBER 2011

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

ENVIRONMENTAL PLANNING GUIDANCE PG-18-17

VA DESIGN MANUALS PG-18-10: GOVERNING CODES: CODE ANALYSIS - NFPA 101, CHAPTER 39

CODE ANALYSIS LEGEND

FE

EXIT EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER

BEYOND PROJECT BOUNDARY

NO CHANGE TO ANY EGRESS/LIFE SAFETY ELEMENTS

WORK AREA B03

STAIRS B11

WORK AREA B04

CORRIDOR B12

WAITING B08

ELEV EQUIP B09

B07

HOISTWAY

CORRIDOR B10

FE

E X

IT

NO CHANGE TO ANY EGRESS/LIFE SAFETY ELEMENTS

E

X

IT

EXIT

HAC 110

HOISTWAY

STORAGE 109

OFFICE 122

TOILET 104

STAIRS

CORRIDOR

ENTRY

NO CHANGE TO ANY EGRESS/LIFE SAFETY ELEMENTS

HOISTWAY

E X

IT

CORRIDOR

STAIRS

NO CHANGE TO ANY EGRESS/LIFE SAFETY ELEMENTS

E X

IT

HOISTWAY

STAIRS

CORRIDOR

BREAK

ROOM

NO CHANGE TO ANY EGRESS/LIFE SAFETY ELEMENTS

MECH ROOM AB11

ELEV EQUIP AB11A

HOISTWAY

AB06

AB05

AB04

EXIT

FE

MECH ROOM AB11B

STAIRS

CORRIDOR

NO CHANGE TO ANY EGRESS/LIFE SAFETY ELEMENTS

HOISTWAY

A104

EXIT

CORRIDOR

STAIRS

HAC

SHOWER TOILET

TOILET

LEAN TRAINING

CENTER

NO CHANGE TO ANY EGRESS/LIFE SAFETY ELEMENTS

MENS 218

HOISTWAY

BREAKROOM 204

EXIT

CORRIDOR

SHOWER WOMEN 219

STAIRS

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

Phase

ARCHITECT/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

Consultant:

FULLY SPRINKLERED

BLDG 5 AND 6BLDG 6BLDG 5

C U s e rs

\l ly n c h \D o c u m e n ts

\1 .1

.0

M ilV A

E le v

A v lly n c h .r v t

/1

/2

:3 :2

P

M

GI101

CODE ANALYSIS

RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

UPGRADE ELEVATORS BUILDING

5 AND 6A

MILWAUKEE VAMC

695-17-116

21 JULY 2017 ETA LAL

100% CONSTRUCTION

DOCUMENTS

MILWAUKEE VA

LERCH BATES, INC.

600 W FULTON

CHICAGO, IL 60661

(312) 332-5444

SCALE: 1/8" = 1'-0"GI101

3 BLDG 5 BASEMENT FLOOR - LIFE SAFETY

SCALE: 1/8" = 1'-0"GI101

4 BLDG 5 FIRST FLOOR PLAN - LIFE SAFETY

SCALE: 1/8" = 1'-0"GI101

5 BLDG 5 SECOND FLOOR PLAN - LIFE SAFETY

SCALE: 1/8" = 1'-0"GI101

6 BLDG 5 THIRD FLOOR PLAN - LIFE SAFETY

SCALE: 1/8" = 1'-0"GI101

7 BLDG 6A - BASEMENT FLOOR PLAN - LIFE SAFETY

SCALE: 1/8" = 1'-0"GI101

8 BLDG 6A - FIRST FLOOR PLAN - LIFE SAFETY

SCALE: 1/8" = 1'-0"GI101

9 BLDG 6A - SECOND FLOOR PLAN - LIFE SAFETY

N

N

N

NNN

N

INFECTION CONTROL PLAN NOTES IC-#

INFECTION CONTROL: PRECAUTION CLASS II

TYPE OF CONSTRUCTION ACTIVITY: "C"

WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES

DEMOLITION OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES.

POPULATION AND GEOGRAPHIC PATIENT RISKS GROUP: "II - LOW RISK"

• OFFICES

• WAREHOUSES

PROVIDE IC TEMPORARY BARRIER WALL CONSTRUCTION PER NFPA 241. REFER TO

DETAIL 3/GI102 AND 4/GI102.

REMOVE EXISTING DOOR FROM FRAME DURING CONSTRUCTION IF REQUIRED FOR

MANEUVERABILITY. PROVIDE IC TEMPORARY PLASTIC BARRIER WALL DURING

CONSTRUCTION. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION.

RETURN DOOR TO FRAME AT END OF CONSTRUCTION TO RETURN TO PREVIOUS

WORKING CONDITION.

ON FLOORS ABOVE BASEMENT LEVEL PROVIDE IC TEMPORARY PLASTIC BARRIER

WALL CONSTRUCTION WITH INTEGRAL ZIPPER ACCESS. REFER TO SPECIFICATION

FOR ADDITIONAL INFORMATION

PIPING EXISTS OVERHEAD IN THIS AREA. IT IS CONTRACTORS RESPONSIBILITY TO

PROVIDE RATED WALL CONSTRUCTION TO DECK WITH COMPRESSIBLE FIRE

SEALANT AROUND PIPING OR PROVIDE EQUIVALENT RATED HARD CEILING BELOW

PIPING TO ENSURE RATING IS MAINTAINED DURING CONSTRUCTION. RE: IMAGES

5/GI102 AND 6/GI102.

PROVIDE TEMP CARD READER AT IC WALL DOOR. REUSE CARD READER IN PH2

FROM PH1.

PROVIDE HEPA EQUIPPED AIR INFILTRATION UNIT. REFER TO SPEC 01 01 10 IC.

EXHAUST TO OUTSIDE THROUGH ELEVATOR EQUIP. ROOM.

INFECTION CONTROL DOOR TO BE EQUIPPED WITH CONTRACTOR CORE.

INFECTION CONTROL DOOR TO BE EQUIPPED WITH VA MECHANICAL CORE FOR VA

PERSONNEL. COORDINATE WITH COR.

IC-1

IC-2

IC-3

IC-4

IC-5

IC-6

IC-7

IC-8

REFER TO LIST OF REQUIRED INFECTION CONTROL PRECAUTIONS OUTLINED BY

CLASS IN SPECIFICATION 010110 AND ADDITIONAL INFORMATION.

REFER TO DRAWINGS, SPECIFICATIONS AND DOOR HARDWARE SCHEDULE FOR

ADDITIONAL INFORMATION.

PROJECT SHALL BE COMPLETED IN TWO PHASES, PHASE 1 AND PHASE 2. REFER

TO SPECIFICATION 01 00 00.

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 IN PLACE.

PROVIDE THE REQUIRED 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.

NEW MATERIAL MOVED THROUGH THE FACILITY SHALL BE COVERED WITH 4 MIL.

POLY SHEET.

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.

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.

A

B

C

D

E

F

G

H

I

J

K

INFECTION CONTROL: GENERAL NOTES

PHASING GENERAL NOTES

A

B

C

D

E

F

G

PROJECT AREAS TO BE OCCUPIED BY STAFF AND VETERANS THROUGHOUT

CONSTRUCTION.

PROJECT SHALL BE COMPLETED DURING NORMAL BUSINESS HOURS. COORDINATE

WITH COR.

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

EACH PHASE AND AREA OF WORK.

SCHEDULE AND TIME OF CONSTRUCTION WORK TO BE APPROVED BY COR AND

STAFF 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.

IN AREAS THAT REQUIRE ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN,

CEILING TILES SHALL BE REMOVED AND STORED IN A SAFE MANOR UNTIL CEILING

TILES CAN BE REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE

REPLACED BY CONTRACTOR.

EXIT/ACCESS FOR ADJACENT OPERATIONAL AREAS SHALL BE MAINTAINED DURING

NORMAL BUSINESS HOURS.

EVERY EFFORT SHALL BE MADE TO KEEP NOISE AND VIBRATION TO A MINIMUM.

INFECTION CONTROL: DURING CONSTRUCTION

PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO

ATMOSPHERE

WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING

SEAL UNUSED DOORS WITH DUCT TAPE

BLOCK OFF AND SEAL AIR VENTS

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

REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING

PERFORMED

COVER HEAT AND SMOKE DETECTORS DURING ALL DUST PRODUCING ACTIVITIES.

A

B

C

D

E

F

G

INFECTION CONTROL: UPON COMPLETION

WIPE WORK SURFACES WITH DISINFECTANT

CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED

CONTAINERS

WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING

WORK AREA

REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING

PERFORMED

TERMINAL CLEANING AS NEEDED AND/OR UPON PROJECT COMPLETION

A

B

C

D

E

IC/PHASING LEGEND

TEMPORARY WALLS. SEE PLAN AND PLAN NOTES

TEMPORARY CONSTRUCTION ACCESS

DOORS

HEPA FILTRATION UNIT. BY CONTRACTOR

PUBLIC

SIDE

1 HOUR FIRE RATED METAL DOOR

ASSEMBLY AND FRAME WITH

SEALS, CARD READER,

HARDWARE AND CLOSER

CARD READER

SEAL ALL EDGES WITH TAPE

SEAL ALL EDGES WITH TAPE

REFER TO TEMPORARY BARRIER TYPE

FOR REQUIRED CONDITION TO

STRUCTURE ABOVE

VA / OSHA TEMPORARY SIGNAGE

CONTINUOUS FIRESAFE FIRE CAULK

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. TAPE TO STRUCTURAL

DECK ABOVE AND TO FLOOR BELOW

WITH DUCT TAPE.

UNDERSIDE OF STRUCTURAL DECK

UL LISTING: U465

COORDINATE WITH EXISTING

CEILING

SEAL ONE SIDE WITH TAPE

IC001

IC-3

IC-5

IC-1

IC-4

IC2

WORK AREA B04

CORRIDOR B12

WAITING B08

WORK AREA B03CORRIDOR B10

STAIRS B11

ELEV EQUIP B09

B07

HOISTWAY

IC-7

IC-6

4'

IC

IC

IC-3

IC-1

IC-5 IC-5IC-4

MECH ROOM AB11

HOISTWAY

AB06

AB05

AB04

IC-8

IC-7

IC-6

CORRIDOR

STAIRS

ELEV EQUIP AB11A

MECH ROOM AB11B

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

Phase

ARCHITECT/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

Consultant:

FULLY SPRINKLERED

BLDG 5 AND 6

C U s e rs

\l ly n c h \D o c u m e n ts

\1 .1

.0

M ilV A

E le v

A v lly n c h .r v t

/1

/2

:3 :2

P

M

GI102

INFECTION CONTROL/PHASING

PLANRING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

UPGRADE ELEVATORS BUILDING

5 AND 6A

MILWAUKEE VAMC

695-17-116

21 JULY 2017 ETA LAL

100% CONSTRUCTION

DOCUMENTS

MILWAUKEE VA

LERCH BATES, INC.

600 W FULTON

CHICAGO, IL 60661

(312) 332-5444

SCALE: 1/4" = 1'-0"GI102

4 TEMPORARY 1-HR BARRIER WALL CONSTRUCTION ELEVATION NFPA 241

SCALE: 1 1/2" = 1'-0"GI102

3 TEMPORARY 1-HR BARRIER WALL CONSTRUCTION - NFPA 241

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

1 BLDG 5 BASEMENT FLOOR PLAN - IC/PHASING

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

2 BLDG 6A - BASEMENT FLOOR PLAN - IC/PHASING

NN

SCALE: 6" = 1'-0"GI102

5 BLDG 6A BASEMENT CORRIDOR

SCALE: 6" = 1'-0"GI102

6 BLDG 5 BASEMENT CORRIDOR

NOTE: PICTURE OF IC-4 PLAN NOTE CONDITION FOR REFERENCE NOTE: PICTURE OF IC-4 PLAN NOTE CONDITION FOR REFERENCE

HAZARDOUS MATERIAL REMOVAL GENERAL NOTES

CONTRACTOR TO PROVIDE HAZARDOUS MATERIAL SURVEY PRIOR TO

CONSTRUCTION PER SPECIFICATION 02 82 11. SURVEY AREAS TO INCLUDE

ALL AREAS NOTED WITHIN DEMOLITION. SURVEY TO BE SCHEDULED WITH

COR.

HAZMAT REMOVAL NOTES APPLY TO ENTIRE ROOMS. CONTRACTOR SHALL

IDENTIFY ALL MATERIALS DESCRIBED BY NOTE IN EACH ROOM AND REMOVE

ACCORDING TO SAFETY STANDARDS. REFERENCE SPECIFICATION 028211

ALL HAZARDOUS MATERIALS SHALL BE REMOVED IN COMPLIANCE WITH

APPLICABLE CODES AND LAWS.

THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE HAZARD(S) AND LEVEL OF

PROTECTION REQUIRED FOR ALL EMPLOYEES OR SUBCONTRACTORS TO

COMPLETE THE CONSTRUCTION WORK.

REFER TO SPECIFICATION 02 82 11 FOR ADDITIONAL INFORMATION.

BASED ON THE DATE OF THE EXISTING CONSTRUCTION AND UNDERSTANDING

OF THE FACILITY, LEAD PAINT IS WITHIN THE PROJECT AREA. THIS PROJECT

SCOPE HAS NO SIGNIFICANT DEMOLITION. DO NOT PROVIDE LEAD PAINT

ABATMENT. PROVIDE LEAD PAINT SURFACE STABILIZATION WHERE WORK IS

DONE. CONTRACTOR TO USE MEASURES FOR PROTECTION AND TO MINIMIZE

PAINT DEBRIS.

CONTRACTOR TO SUBMIT LEAD SURFACE STABILIZATION PLAN AND

PROCEDURES PRIOR TO COMMENCING WORK. SUBMITAL SHALL BE IN

ACCORDANCE WITH SPECIFICATIONS.

PROVIDE COST FOR ABATEMENT AND REMOVAL OF VCT AND MASTIC

FLOORING WITHIN ELEVATOR CAB.

THE QUANTITIES AND LOCATIONS OF ACM AS INDICATED ON THE DRAWINGS

AND THE EXTENT OF WORK INCLUDED IN THIS SECTION ARE ESTIMATED

WHICH ARE LIMITED BY THE PHYSICAL CONSTRAINTS IMPOSED BY

OCCUPANCY OF THE BUILDINGS AND ACCESSIBILITY TO ACM. ACCORDINGLY,

MINOR VARIATIONS (+/- 5%) IN QUANTITIES OF ACM WITHIN THE REGULATED

AREA ARE CONSIDERED AS HAVING NO IMPACT ON CONTRACT PRICE AND

TIME REQUIREMENTS OF THIS CONTRACT. WHERE ADDITIONAL WORK IS

REQUIRED BEYOND THE ABOVE VARIATION, THE CONTRACTOR SHALL

PROVIDE UNIT PRICES FOR NEWLY DISCOVERED ACM AND THOSE PRICES

SHALL BE USED FOR ADDITIONAL WORK REQUIRED UNDER THE CONTRACTOR.

WHERE LESS WORK IS REQUIRED BEYOND 5% LESS, THE CONTRACTOR SHALL

PROVIDE A CREDIT TO THE VA BASED ON THE SAME UNIT PRICES USED FOR

ADDITIONAL WORK.

A

B

C

D

E

F

G

H

I

HAZARDOUS MATERIAL REMOVAL PLAN NOTES

PROVIDE ABATEMENT OF VCT AND MASTIC FLOORING WITHIN ELEVATOR CAB.1

WORK AREA B03

CORRIDOR B10

STAIRS B11

ELEV EQUIP B09

B07

HOISTWAY

WAITING B08

CORRIDOR B12

WORK AREA B04

AB04

AB05

AB06

MECH ROOM AB11

HOISTWAY

MECH ROOM AB11B

ELEV EQUIP AB11A

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

Phase

ARCHITECT/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

Consultant:

FULLY SPRINKLERED

BLDG 5 AND 6BLDG 6BLDG 5

C U s e rs

\l ly n c h \D o c u m e n ts

\1 .1

.0

M ilV A

E le v

A v lly n c h .r v t

/1

/2

:3 :2

P

M

HA101

HAZARDOUS MATERIAL REMOVAL

PLANRING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

UPGRADE ELEVATORS BUILDING

5 AND 6A

MILWAUKEE VAMC

695-17-116

21 JULY 2017 ETA LAL

100% CONSTRUCTION

DOCUMENTS

MILWAUKEE VA

LERCH BATES, INC.

600 W FULTON

CHICAGO, IL 60661

(312) 332-5444

SCALE: 1/8" = 1'-0"HA101

1 BLDG 5 BASEMENT FLOOR PLAN - HAZMAT

SCALE: 1/8" = 1'-0"HA101

2 BLDG 6A - BASEMENT FLOOR PLAN - HAZMAT

N

N

GENERAL CONSTRUCTION NOTES

THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

MODEL (BIM) HAS BEEN DEVELOPED FOR DESIGN COMMUNICATION. THE MODEL

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

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 OWNER’S

REPRESENTATIVE/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. AND/OR I.C.B.O.

APPROVED METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

MECHANICAL, PLUMBING 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.

THE TERM "ALIGN" MEANS TO INSTALL DIFFERENT/SIMILAR COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

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.

FLOOR ELEVATION 0’-0” IS EQUAL TO THE FINISH FLOOR SLAB OF THE EXISTING SLAB

FLOOR CONSTRUCTION.

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 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.

IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

QUALITY OF WORK, AS DETERMINED BY THE GOVERNMENT, SHALL BE PROVIDED.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND COORDINATING HARDWARE,

ACCESS CONTROL AND AUTOMATIC OPERATORS ARE PROVIDED WITH COMPLETE

AND COMPATIBLE SYSTEMS. REFER TO DOOR HARDWARE SCHEDULE, HARDWARE

SPECIFICATIONS, AUTOMATIC OPERATOR SPECIFICATIONS, ACCESS CONTROL

SPECIFICATIONS AND ELECTRICAL DRAWINGS.

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 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

ALTERNATE/BID DEDUCT ITEM

PT-1 FINISH INDICATION

A STOREFRONT/WINDOW

T GLAZING

ITEMS TO BE DEMOLISHED

DEMOLISHED DOOR

SHEET LOCATION

VIEW NUMBER

X / XXXX

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

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

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.

GENERAL CONSTRUCTION NOTES

THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

MODEL (BIM) HAS BEEN DEVELOPED FOR DESIGN COMMUNICATION. THE MODEL

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

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 OWNER’S

REPRESENTATIVE/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. AND/OR I.C.B.O.

APPROVED METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

MECHANICAL, PLUMBING 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.

THE TERM "ALIGN" MEANS TO INSTALL DIFFERENT/SIMILAR COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

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.

FLOOR ELEVATION 0’-0” IS EQUAL TO THE FINISH FLOOR SLAB OF THE EXISTING SLAB

FLOOR CONSTRUCTION.

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 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.

IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

QUALITY OF WORK, AS DETERMINED BY THE GOVERNMENT, SHALL BE PROVIDED.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND COORDINATING HARDWARE,

ACCESS CONTROL AND AUTOMATIC OPERATORS ARE PROVIDED WITH COMPLETE

AND COMPATIBLE SYSTEMS. REFER TO DOOR HARDWARE SCHEDULE, HARDWARE

SPECIFICATIONS, AUTOMATIC OPERATOR SPECIFICATIONS, ACCESS CONTROL

SPECIFICATIONS AND ELECTRICAL DRAWINGS.

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

EQU…