36C24419B0040-004.pdf

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP PROJECT LOCATION MAP

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G-001

COVER SHEET

1 4JAB JJG

RENOVATE MECHANICAL

ROOMS & EQUIPMENT

PHASE 1

1400 BLACKHORSE HILL RD

COATESVILLE, PA 19320

04/29/2019

100% CONSTRUCTION DOCUMENTS

542-18-10517-251

RENOVATE MECHANICAL ROOMS &

EQUIPMENT PHASE 1

1400 BLACKHORSE HILL RD

COATESVILLE, PA 19320

VA PROJECT #: 542-18-105 APOGEE PROJECT #: 17-251

BLDG 7

BLDG 4

DRAWING LIST

GENERAL

G-001 COVER SHEET 1 4

G-100 GENERAL INFORMATION 2 4

G-101 ICRA PLANS AND DETAILS 3 4

G-102 TYPICAL ICRA DETAILS 4 4

ARCHITECTURAL

AE101 BUILDING 4 MECH ROOM PLAN, SECTIONS, DETAILS 1 2

AE102 BUILDING 7 & 9 MECH ROOM PLANS, SECTIONS, DETAILS 2 2

STRUCTURAL

S100 STRUCTURAL GENERAL NOTES 1 2

S101 BLDG 7 MECH ROOM PLANS, SECTIONS, DETAILS 2 2

FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL INFORMATION 1 2

F-101 MECHANICAL ROOMS FIRE PROTECTION PLANS 2 2

MECHANICAL

MP-001 MECHANICAL GENERAL INFORMATION 1 23

MP-002 PLUMBING GENERAL INFORMATION AND DETAILS 2 23

MD101 BUILDING 2 DEMOLITION PLANS 3 23

MD102 BUILDING 4 DEMOLITION PLANS 4 23

MD103 BUILDINGS 6 AND 7 DEMOLITION PLANS 5 23

MD104 BUILDING 8 DEMOLITION PLANS 6 23

MD105 BUILDING 9 DEMOLITION PLANS 7 23

M-101 BUILDING 2 MECHANICAL ROOM NEW WORK PLANS 8 23

M-102 BUILDING 4 MECHANICAL ROOM NEW WORK PLANS 9 23

M-103 BUILDING 4 MECHANICAL TEMPORARY CHILLED WATER PUMPS

AND OVERALL BUILDING PLANS

10 23

M-104 BUILDING 6 AND 8 MECHANICAL ROOMS NEW WORK PLANS 11 23

M-105 BUILDING 7 MECHANICAL ROOM HYDRONIC NEW WORK PLANS 12 23

M-106 BUILDING 7 MECHANICAL ROOM STEAM NEW WORK PLANS 13 23

M-107 BUILDING 9 MECHANICAL ROOM NEW WORK PLANS 14 23

MP101 MECHANICAL ROOMS DOMESTIC WATER PLANS 15 23

M-401 HEATING WATER, CHILLED WATER, AND STEAM FLOW DIAGRAMS 16 23

M-501 MECHANICAL DETAILS 17 23

M-502 MECHANICAL DETAILS 18 23

M-503 MECHANICAL DETAILS 19 23

M-504 MECHANICAL CONTROLS 20 23

M-505 MECHANICAL AND PLUMBING CONTROLS 21 23

M-601 MECHANICAL SCHEDULES 22 23

M-602 MECHANICAL SCHEDULES 23 23

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND

ABBREVIATIONS

1 9

ED101 BUILDINGS 2 & 4 ELECTRICAL DEMOLITION PLAN 2 9

ED102 BUILDINGS 6 & 7 ELECTRICAL DEMOLITION PLAN 3 9

ED103 BUILDINGS 8 & 9 ELECTRICAL DEMOLITION PLAN 4 9

EP101 BUILDINGS 2 & 4 POWER PLAN 5 9

EP102 BUILDINGS 6 & 7 POWER PLAN 6 9

EP103 BUILDINGS 8 & 9 POWER PLAN 7 9

E-501 ELECTRICAL DETAILS 8 9

E-601 ELECTRICAL SCHEDULES 9 9

BLDG 6

BLDG 8 BLDG 9

BLDG 2

PROJECT

LOCATION

jbrooks Rectangle jbrooks Rectangle

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

TRUE NORTH ARROW

PROJECT NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTH

PLAN

NORTH

TRUE

0 4 8 16

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT

GENERAL WORK AND DO NOT PORTRAY FULL SCOPE OF THE PROJECT. SEE

SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA

OF DEBRIS PRIOR TO PROCEEDING WITH NEW CONSTRUCTION.

3. COORDINATE WITH VA COR FOR USE OF VA-PROVIDED DUMPSTERS.

4. COORDINATE WITH VA COR FOR DEMOLITION SCHEDULE AND SCHEDULE OF

WASTE REMOVAL.

5. PATCH WALL OPENING SHALL MATCH THE INTEGRITY OF ADJACENT

CONSTRUCTION UNLESS INDICATED OTHERWISE.

6. NOTIFY COR OF DEMOLITION REQUIRED AND NOT INDICATED FOR

INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND

INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

7. THE INFORMATION CONTAINED IN THESE DEMOLITION DOCUMENTS DEFINES

GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE COMPLETION

OF THE PROJECT.

8. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION

REGARDING DEMOLITION OF ELECTRICAL SYSTEMS.

9. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND

THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW OR OUTSIDE PROJECT

AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE DEMOLITION OF THESE

AREAS AND PATCH THE SAME AS A PART OF THE SCOPE OF THE PROJECT.

10. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND

DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF

SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE. DISCOVERY

OF UTILITIES OR CONDITIONS LOCATED DIFFERENTLY FROM THAT INDICATED OR

THAT ARE NOT IDENTIFIED. SHALL BE REPORTED TO THE CONTRACTING OFFICER

(COR).

11. REFER TO G-100 FOR MECHANICAL ROOM LOCATIONS AS A PART OF THIS

PROJECT. COORDINATE WITH COR FOR CONTRACTOR USE OF SITE, ACCESS,

SCHEDULE OF DELIVERIES, DELIVERY AND WASTE REMOVAL ROUTES, AND

CONTRACTOR PARKING.

1. REFER TO PLUMBING, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

2. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED

ITEMS: CONTRACTOR TO PROVIDE SUPPLEMENTAL FRAMING AT WALL OPENINGS

INCLUDING KING STUDS, JACK STUDS, AND CRIPPLE STUDS, AS REQUIRED FOR

COMPLETION OF THE WORK.

3. COORDINATE THE WORK OF TRADES PRIOR TO THE START OF CONSTRUCTION.

4. FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK FOR EACH

PHASE.

5. NOTIFY THE COR OF DISCREPANCIES IN THE DRAWINGS AND SPECS PRIOR TO THE

START OF WORK.

6. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY

WALLS, OR FINISHED FACE OF EXISTING WALL SURFACE.

7. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

8. INSTALL ALL WORK IN ACCORDANCE WITH CURRENT APPLICABLE CODES, PUBLISHED

STANDARDS, AND ACCEPTABLE CONSTRUCTION STANDARDS.

9. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR

GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS

TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT

LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND CONTRACTOR

BEFORE THE START OF THE WORK.

10. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR

CONVENIENCE. THE SEPARATIONS USED ARE USED ONLY FOR THE PURPOSES OF

CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE

OR INTENT OF ANY PART OF THE DRAWINGS, OR OF THE DRAWINGS AND SPECIFICATIONS

AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS

THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED

WHOLE.

11. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC

ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION

IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR

CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND

SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK

CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE

INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL

SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL

PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK.

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

REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR

DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL GOVERN.

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

IDPH ILLINOIS DEPARTMENT OF

PUBLIC HEALTH

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

DEMOLITION KEYNOTE

WINDOW TYPE

WALL TYPE

ROOF PITCH SYMBOL

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

-1

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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G-100

GENERAL INFORMATION

2 4JAB JJG

RENOVATE MECHANICAL

ROOMS & EQUIPMENT

PHASE 1

1400 BLACKHORSE HILL RD

COATESVILLE, PA 19320

04/29/2019

100% CONSTRUCTION DOCUMENTS

542-18-10517-251

GENERAL SYMBOL LEGENDDEMOLITION NOTES GENERAL NOTESABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND

1. THE CONTRACTOR MUST SUPPLY ALL LABOR, MATERIALS, TOOLS AND SUPERVISION TO PERFORM THE SPECIFIED WORK.

2. THE STEAM SYSTEM IS A VITAL INFRASTRUCTURE. STEAM MUST BE MAINTAINED AT ALL TIMES DURING THE CONTRACT TO MEET THE FACILITY NEEDS, EXCEPT FOR SHORT-TERM SHUTDOWNS (USUALLY LESS THAN 8-HOUR DURATION) SCHEDULED IN ADVANCE WITH THE VAMC (MINIMUM 3-WEEK PRIOR NOTICE). NO SHUTDOWNS MAY BE DONE BETWEEN NOVEMBER 1

AND APRIL 1. SHUTDOWN SCHEDULING IS ALSO WEATHER DEPENDENT.

3. THE DOMESTIC WATER HEATING IS VITAL INFRASTRUCTURE. IT MUST BE MAINTAINED AT ALL TIMES DURING THE CONTRACT TO MAINTAIN REQUIRED PATIENT CARE SERVICES, EXCEPT FOR SHORT-TERM SHUTDOWNS (USUALLY LESS THAN 8-HOUR DURATION) SCHEDULED IN ADVANCE WITH THE VAMC (MINIMUM 3-WEEK PRIOR NOTICE).

4. THE BUILDING HEATING AND CHILLED WATER IS VITAL INFRASTRUCTURE. THESE ALSO MUST BE MAINTAINED, BUT SEASONALLY. DURING THE WARM MONTHS (MAY 1 TO OCTOBER 1), HEATING MAY BE DISABLED. DURING THE COLD MONTHS (OCTOBER 1 TO APRIL 1), CHILLED WATER MAY BE DISABLED. AT OTHER TIMES, SHORT-TERM SHUTDOWNS (USUALLY LESS THAN 8-

HOUR DURATION) SCHEDULED IN ADVANCE WITH THE VAMC (MINIMUM 3-WEEK PRIOR NOTICE).

5. THE CONTRACTOR MUST PROVIDE TEMPORARY STEAM TO MEET ALL REQUIREMENTS DURING EACH PHASE OF THE WORK. DURING WARM WEATHER, WHEN HEATING IS NOT REQUIRED, THE

TEMPORARY STEAM WOULD ONLY NEED TO MEET DOMESTIC HOT WATER REQUIREMENTS.

6. THE CONTRACTOR MUST PROVIDE TEMPORARY EQUIPMENT AND CONNECTIONS AS REQUIRED TO MAINTAIN CHILLED WATER, HEATING WATER AND DOMESTIC HOT WATER WHENEVER THE BUILDING'S EQUIPMENT IS OUT OF SERVICE, EXCEPT WHEN SEASONAL DISABLING IS ALLOWED.

7. BUILDING 4 HOUSES THE STERILE PROCESSING SERVICES (SPS) DEPARTMENT. THIS IS VITAL INFRASTRUCTURE FOR THE ENTIRE CAMPUS. THIS DEPARTMENT AND THE ASSOCIATED HVAC SYSTEMS MUST REMAIN OPERATIONAL DURING ALL TIMES DURING THE CONTRACT, EXCEPT FOR SHORT TERM SHUTDOWNS (USUALLY LESS THAN 8-HOUR DURATION) SCHEDULED IN ADVANCE WITH THE VAMC (MINIMUM 3-WEEK PRIOR NOTICE). DURING THE HEATING SEASON (WHEN THE BUILDING 4 CHILLED WATER SYSTEM IS SHUT DOWN), PROVIDE A TEMPORARY PACKAGED AIR-COOLED CHILLER/PUMP PACKAGE ON GRADE ON A NEW 4" POURED-IN-PLACE CONCRETE PAD. SYSTEM SHALL BE COMPLETE WITH CHILLER, (2) REDUNDANT CHILLED WATER PUMPS, VFDs, AIR SEPARATOR, EXPANSION TANK, CHEMICAL FEEDER, HEAT TRACING, INSULATION, PIPING, VALVES, AND ALL OTHER EQUIPMENT AND ACCESSORIES NECESSARY FOR A COMPLETE SYSTEM. ESTIMATED TONNAGE REQUIREMENT IS 15 TONS (COORDINATE WITH THE COR). DURING THE COOLING SEASON (WHEN THE BUILDING 4 HEATING WATER SYSTEM IS SHUT DOWN), PROVIDE A TEMPORARY STEAM-TO-HOT WATER HEAT EXCHANGER PACKAGE ON GRADE ON A NEW 4" POURED-IN-PLACE CONCRETE PAD. SYSTEM SHALL BE COMPLETE WITH HEAT EXCHANGER, (2) REDUNDANT HEATING WATER PUMPS, VFDs, AIR SEPARATOR, EXPANSION TANK, CHEMICAL FEEDER, INSULATION, PIPING, VALVES, STEAM TRAPS, AND ALL OTHER EQUIPMENT AND ACCESSORIES REQUIRED FOR A COMPLETE SYSTEM. ESTIMATED CAPACITY REQUIREMENT IS 250 MBH (COORDINATE WITH THE COR). CONNECT PIPING FROM TEMPORARY EQUIPMENT TO EXISTING PIPING SERVING THE SPS AIR HANDLING UNIT AND CONSTANT VOLUME TERMINAL UNITS). THESE TEMPORARY SYSTEMS FOR SPS ARE IN ADDITION TO TEMPORARY

SYSTEMS FOR THE ENTIRE BUILDING.

8. THE MECHANICAL ROOMS OF BUILDINGS 4, 7 AND 9 MAY BE UNDER CONSTRUCTION ONLY ONE AT A TIME. WORK IN THE MECHANICAL ROOMS OF BUILDINGS 2, 6 AND 8 MAY OCCUR AT ANY

TIME DURING THE PROJECT.

9. THE CONTRACTOR MUST COORDINATE ITS SCHEDULE WITH THE VAMC AND SCHEDULE THE WORK ACCORDINGLY. THE WORK MUST BE SCHEDULED IN COOPERATION WITH THE VAMC TO ENSURE CONTINUITY OF VAMC FUNCTIONS AND ALLOWANCE FOR SPECIAL EVENTS SUCH AS JOINT COMMISSION VISIT OR SPECIAL VETERANS EVENTS.

10. THERE WILL BE NO GOVERNMENT-FURNISHED PROPERTY.

11. TEMPORARY UTILITIES: AS DESCRIBED IN THE SPECIFICATIONS, LIMITED USE OF ELECTRICITY FOR 115V TOOLS WILL BE AVAILABLE WITH NO CHARGE TO THE CONTRACTOR FOR PERFORMANCE OF THE CONTRACT. THE CONTRACTOR MUST PROVIDE ITS OWN SOURCES FOR LARGER LOADS, SUCH AS WELDING EQUIPMENT. DOMESTIC WATER WILL BE AVAILABLE AT NO CHARGE TO THE CONTRACTOR, BUT THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY CONNECTIONS. THE CONTRACTOR MUST PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR ALL LOCATIONS OF CONNECTION TO THE CVAMCE SYSTEM, AND MUST MAINTAIN THE TEMPORARY CONNECTIONS TO PREVENT LEAKAGE.

12. ADEQUATE SPACE FOR STAGING OF MATERIALS WILL BE IN COORDINATION WITH THE VAMC IN ACCORDANCE WITH THE SPECIFICATIONS.

13. SUBMIT A DETAILED PHASING PLAN AND SCHEDULE FOR THE ENTIRE PROJECT FOR APPROVAL BY THE COR AND ENGINEER. AS PART OF THE PHASING PLAN, PROVIDE:

A. EQUIPMENT, PIPING, VALVES, INSULATION AND ACCESSORIES SUBMITTALS FOR EACH TEMPORARY SYSTEM TO BE USED.

B. COORDINATION DRAWINGS FOR TEMPORARY EQUIPMENT AND PIPING LAYOUT, SHOWING POINTS OF DISCONNECT AND RECONNECT.

C. START/STOP DATES FOR EACH CONSTRUCTION ACTIVITY/PHASE.

14. 50. VICTAULIC PIPING MAY BE USED FOR TEMPORARY HEATING HOT WATER PIPING, CHILLED WATER PIPING, AND DOMESTIC WATER PIPING. ANY PIPE MATERIAL/SYSTEM USED FOR DOMESTIC WATER MUST BE SUITABLE FOR POTABLE WATER SYSTEMS. DO NOT USE VICTAULIC PIPING FOR STEAM OR STEAM CONDENSATE PIPING, EITHER TEMPORARY OR PERMANENT.

MECHANICAL PHASING NOTES

1. STEEL FLOOR AND CEILING RUNNERS — (NOT SHOWN) — CHANNEL SHAPED, 3-1/2 IN. WIDE BY 1-1/4 IN. DEEP, FABRICATED FROM MIN 20 MSG (0.0329 IN., MIN BARE METAL THICKNESS) GALVANIZED STEEL. ATTACHED TO FLOOR AND

CEILING WITH STEEL FASTENERS SPACED 24 IN. OC MAX.

2. STEEL STUDS — CHANNEL SHAPED, FABRICATED FROM MIN 20 MSG CORROSION-PROTECTED OR GALV STEEL, 3-1/2 IN. MIN WIDTH, MIN 1-1/2 IN. FLANGES AND 1/4 IN. RETURN, SPACED A MAX OF 16 IN. OC. STUDS FRICTION-FIT INTO FLOOR

AND CEILING RUNNERS. STUDS TO BE CUT 5/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT.

3. CEMENTITIOUS BACKER UNITS* — 1/2 IN. OR 5/8 IN. THICK, APPLIED VERTICALLY OR HORIZONTALLY WITH VERTICAL JOINTS CENTERED OVER STUDS. FASTENED TO STUDS AND RUNNERS WITH CORROSION RESISTANT, CHAMFERED, RIBBED WAFER HEAD SCREWS WITH A MINIMUM HEAD DIAMETER OF .400 INCH. FOR NONBEARING SYSTEMS, FASTENED TO STUDS AND BOTTOM RUNNERS WITH THE UPPERMOST SCREWS PLACED 1/2 IN. TO 2 IN. BELOW THE BOTTOM EDGE OF THE LEG OF THE TOP RUNNER. HORIZONTAL JOINTS NEED NOT BE BACKED BY FRAMING. 1 HR SYSTEM - SCREWS SHALL BE MIN 1-1/4 IN. LONG AND SPACED A MAX OF 8 IN. OC. ALL VERTICAL JOINTS STAGGERED ONE STUD CAVITY FROM GYPSUM BOARD VERTICAL JOINTS ON THE OPPOSITE SIDE OF STUDS. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. 2-HR SYSTEM - FOR THE BASE LAYER IN CONFIGURATION B, THE SCREWS SHALL BE MIN 1-1/4 IN. LONG AND SPACED A MAX OF 12 IN. OC. FOR THE FACE LAYERS, SCREWS SHALL BE 1-5/8 IN. LONG AND SPACED A MAX OF 8 IN. OC. ALL FACE LAYER JOINTS OFFSET MIN 12 IN. FROM UNDERLYING BASE LAYER JOINTS. JOINTS IN EITHER LAYER NEED NOT BE STAGGERED FROM JOINTS ON

THE OPPOSITE SIDE OF THE WALL.

UNITED STATES GYPSUM CO — TYPE DCB

4. BATTS AND BLANKETS* — MIN 3 IN. THICK MINERAL WOOL INSULATION BATTS, FRICTION-FITTED BETWEEN STUDS .

INDUSTRIAL INSULATION GROUP L L C — TYPE SAFB

JOHNS MANVILLE — TYPE SAFB

ROCKWOOL — TYPE AFB

THERMAFIBER INC — TYPE SAFB, SAFB FF

RADIATION PROTECTION PRODUCTS INC — TYPE RPP - LEAD LINED DRYWALL

5. GYPSUM BOARD* — 5/8 IN. THICK, WITH SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY WITH VERTICAL JOINTS CENTERED OVER STUDS. HORIZONTAL JOINTS NEED NOT BE BACKED BY FRAMING. FASTENED WITH TYPE S-12 SCREWS. 1-HR SYSTEM - FOR VERTICAL APPLICATION, FASTENED TO STUDS AND RUNNERS WITH 1 IN. LONG SCREWS SPACED MAX 8 IN. OC AT VERTICAL EDGES AND SPACED MAX 12 IN. OC IN THE FIELD. FOR HORIZONTAL APPLICATION, FASTENED TO STUDS AND RUNNERS WITH 1 IN. LONG SCREWS SPACED MAX 8 IN. OC. VERTICAL JOINTS STAGGERED ONE STUD CAVITY FROM CEMENT BOARD VERTICAL JOINTS ON OPPOSITE SIDE OF STUDS. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. 2-HR SYSTEM - BASE LAYER WITH AN OVERLYING GYPSUM BOARD FACE LAYER, FASTENED WITH 1 IN. LONG SCREWS SPACED MAX 16 IN. OC TO STUDS AND RUNNERS. BASE LAYER WITH AN OVERLYING CEMENT BOARD FACE LAYER, FASTENED WITH 1 IN.

LONG SCREWS SPACED MAX 12 IN. OC TO STUDS AND RUNNERS. FACE LAYERS FASTENED WITH 1-5/8 IN. LONG SCREWS SPACED MAX 16 IN. OC TO STUDS AND RUNNERS WITH SCREWS OFFSET 8 IN. FROM FACE LAYER SCREWS. FACE LAYER JOINTS OFFSET MIN 12 IN. FROM BASE LAYER JOINTS. JOINTS IN EITHER LAYER NEED NOT BE STAGGERED FROM JOINTS ON THE OPPOSITE SIDE OF THE WALL. WHEN USED IN WIDTHS OTHER THAN 48 IN., GYPSUM PANELS TO BE INSTALLED

HORIZONTALLY.

CGC INC — TYPES AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, SGX, ULX, USGX, WRC OR WRX (JOINT TAPE AND

COMPOUND, ITEMS 6 AND 7, OPTIONAL FOR USE WITH TYPE USGX).

UNITED STATES GYPSUM CO — TYPE AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX, ULX, WRC, WRX, USGX

(JOINT TAPE AND COMPOUND, ITEMS 6 AND 7, OPTIONAL FOR USE WITH TYPE USGX).

USG BORAL DRYWALL SFZ LLC — TYPES C, SCX, SGX, USGX (JOINT TAPE AND COMPOUND, ITEMS 6 AND 7, OPTIONAL

FOR USE WITH TYPE USGX).

USG MEXICO S A DE C V — TYPES AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX (JOINT TAPE AND

COMPOUND, ITEMS 6 AND 7, OPTIONAL FOR USE WITH TYPE USGX).

5A. GYPSUM BOARD* — (AS AN ALTERNATE TO ITEM 5 MAY BE USED AS THE BASE LAYER ON ONE OR BOTH SIDES OF WALL, FOR DIRECT ATTACHMENT ONLY) - NOM 5/8 IN. THICK LEAD BACKED GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED MIN 1 STUD CAVITY ON OPPOSITE SIDES OF STUDS. WALLBOARD SECURED TO STUDS WITH 1-1/4 IN. LONG TYPE S-12 STEEL

SCREWS SPACED 8 IN. OC AT PERIMETER AND 12 IN. OC IN THE FIELD.

RAY-BAR ENGINEERING CORP — TYPE RB-LBG

5B. GYPSUM BOARD* — (AS AN ALTERNATE TO ITEM 5 MAY BE USED AS THE BASE LAYER ON ONE OR BOTH SIDES OF WALL, FOR DIRECT ATTACHMENT ONLY). NOMINAL 5/8 IN. THICK LEAD BACKED GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED MIN 1 STUD CAVITY ON OPPOSITE SIDES OF STUDS. WALLBOARD SECURED TO STUDS WITH 1-1/4 IN. LONG TYPE S-12 (OR #6 BY 1-1/4 IN. LONG BUGLE HEAD FINE DRILLER) STEEL SCREWS SPACED 8 IN. OC AT PERIMETER AND 12 IN. OC IN THE FIELD.

NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — NELCO

5C. GYPSUM BOARD* — (AS AN ALTERNATE TO ITEM 5) FOR DIRECT APPLICATION TO STUDS ONLY- FOR USE AS THE BASE LAYER OR AS THE FACE LAYER. NOM 5/8 IN. THICK LEAD BACKED GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED MIN 1 STUD CAVITY ON OPPOSITE SIDES OF STUDS. WALLBOARD SECURED TO STUDS WITH 1-5/8 IN. LONG TYPE S-12 STEEL SCREWS SPACED 8 IN. OC AT PERIMETER AND 12 IN OC IN THE FIELD WHEN APPLIED AS THE BASE LAYER. WHEN APPLIED AS THE FACE LAYER SCREW LENGTH TO BE INCREASED TO 2-1/2 IN. LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD AND OPTIONAL AT REMAINING STUD LOCATIONS. LEAD BATTEN STRIPS, MIN 2 IN.

WIDE, MAX 10 FT LONG WITH A MAX THICKNESS OF 0.140 IN. PLACED ON THE FACE OF STUDS AND ATTACHED TO THE STUD WITH TWO 1 IN. LONG TYPE S-8 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP. LEAD DISCS, MAX 5/16 IN. DIAM BY MAX 0.140 IN. THICK. COMPRESSION FITTED OR ADHERED OVER THE SCREW HEADS. LEAD BATTEN STRIPS AND DISCS TO HAVE A PURITY OF 99.5% MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADES "B, C OR D". FASTENERS FOR FACE LAYER GYPSUM PANELS (ITEM 5) WHEN

INSTALLED OVER LEAD BACKED BOARD TO BE MIN 2-1/2 IN.

MAYCO INDUSTRIES INC — TYPE X-RAY SHIELDED GYPSUM

5D. GYPSUM BOARD* — ((AS AN ALTERNATE TO ITEMS 5 MAY BE USED AS THE BASE LAYER ON ONE OR BOTH SIDES OF WALL, FOR DIRECT ATTACHMENT ONLY)) FOR DIRECT APPLICATION TO STUDS ONLY- NOM 5/8 IN. THICK LEAD BACKED GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED MIN 1 STUD CAVITY ON OPPOSITE SIDES OF STUDS. WALLBOARD SECURED TO STUDS WITH 1-1/4 IN. LONG TYPE S-12 STEEL SCREWS SPACED 8 IN. OC AT PERIMETER AND 12 IN. OC IN THE FIELD. LEAD BATTEN STRIPS, MIN 2 IN. WIDE, MAX 8 FT LONG WITH A MAX THICKNESS OF 0.14 IN. PLACED ON THE FACE OF STUDS AND ATTACHED TO THE STUD WITH CONSTRUCTION ADHESIVE AND TWO 1 IN. LONG TYPE S-12 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP. LEAD DISCS, NOMINAL 3/8 IN. DIAM BY MAX 0.085 IN. THICK. COMPRESSION FITTED OR ADHERED OVER THE SCREW HEADS. LEAD BATTEN STRIPS AND DISCS TO HAVE A PURITY OF 99.9% MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADE "C". FASTENERS FOR FACE LAYER GYPSUM PANELS (ITEM 5) WHEN INSTALLED OVER LEAD BACKED BOARD TO BE MIN 2-1/2 IN. TYPE S-12 BUGLE HEAD STEEL.

RADIATION PROTECTION PRODUCTS INC — TYPE RPP - LEAD LINED DRYWALL

6. JOINTS — COVERED WITH GLASS FIBER MESH TAPE AND LATEX MODIFIED PORTLAND CEMENT MORTAR OR

BASECOAT, OR TYPE I ORGANIC ADHESIVE.

7. JOINTS — WHEN TAPERED EDGE GYPSUM BOARD IS USED, FACE LAYER JOINTS COVERED WITH JOINT COMPOUND AND PAPER TAPE. AS AN ALTERNATE, GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD WITH JOINTS REINFORCED. WHEN SQUARE-EDGE GYPSUM BOARD IS USED, TREATMENT OF JOINTS IS OPTIONAL.

8. VAPOR RETARDER, WATER BARRIER OR WEATHER RESISTIVE BARRIER — (OPTIONAL — NOT SHOWN) — AS

REQUIRED.

9. LEAD BATTEN STRIPS — (NOT SHOWN, FOR USE WITH ITEM 5A) - LEAD BATTEN STRIPS, MIN 1-1/2 IN. WIDE, MAX 10 FT LONG WITH A MAX THICKNESS OF 0.125 IN. STRIPS PLACED ON THE INTERIOR FACE OF STUDS AND ATTACHED FROM THE EXTERIOR FACE OF THE STUD WITH TWO 1 IN. LONG TYPE S-12 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP. LEAD BATTEN STRIPS TO HAVE A PURITY OF 99.9% MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADE "C". LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD (ITEM 5A) AND OPTIONAL AT REMAINING STUD LOCATIONS. REQUIRED BEHIND VERTICAL

JOINTS.

9A. LEAD BATTEN STRIPS — (NOT SHOWN, FOR USE WITH ITEM 5C) LEAD BATTEN STRIPS, 2 IN. WIDE, MAX 10 FT LONG WITH A MAX THICKNESS OF .0140 IN. STRIPS PLACED ON THE FACE OF STUDS AND ATTACHED TO THE STUD WITH TWO MIN. 1 IN. LONG MIN. TYPE S-8 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP OR WITH ONE MIN. 1 IN. LONG MIN. TYPE S-8 PAN HEAD STEEL SCREW AT THE TOP OF THE STRIP. LEAD BATTEN STRIPS TO HAVE A PURITY OF 99.5% MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADES "B, C OR D".

LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD (ITEM 5) AND

OPTIONAL AT REMAINING STUD LOCATIONS.

10. LEAD DISCS OR TABS — (NOT SHOWN, FOR USE WITH ITEM 5A) - USED IN LIEU OF OR IN ADDITION TO THE LEAD BATTEN STRIPS (ITEM 9) OR OPTIONAL AT OTHER LOCATIONS - MAX 3/4 IN. DIAM BY MAX 0.125 IN. THICK LEAD DISCS COMPRESSION FITTED OR ADHERED OVER STEEL SCREW HEADS OR MAX 1/2 IN. BY 1-1/4 IN. BY MAX 0.125 IN. THICK LEAD TABS PLACED ON GYPSUM BOARDS (ITEM 5A) UNDERNEATH SCREW LOCATIONS PRIOR TO THE INSTALLATION OF THE SCREWS. LEAD DISCS OR TABS TO HAVE A PURITY OF 99.9% MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADE "C".

10A. LEAD DISCS — (NOT SHOWN, FOR USE WITH ITEM 5C) MAX 5/16 IN. DIAM BY MAX 0.140 IN. THICK LEAD DISCS COMPRESSION FITTED OR ADHERED OVER STEEL SCREW HEADS. LEAD DISCS TO HAVE A PURITY OF 99.5% MEETING

THE FEDERAL SPECIFICATION QQ-L-201F, GRADES "B, C OR D".

11. LEAD BATTEN STRIPS — (NOT SHOWN, FOR USE WITH ITEM 5B) LEAD BATTEN STRIPS, 2 IN. WIDE, MAX 10 FT LONG WITH A MAX THICKNESS OF 0.142 IN. STRIPS PLACED ON THE FACE OF STUDS AND ATTACHED TO THE STUD WITH TWO MIN. 1 IN. LONG MIN. TYPE S-8 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP OR WITH ONE MIN. 1 IN. LONG MIN. TYPE S-8 PAN HEAD STEEL SCREW AT THE TOP OF THE STRIP. LEAD BATTEN STRIPS TO HAVE A PURITY OF 99.9% MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADE "C". LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD (ITEM 5B) AND OPTIONAL

AT REMAINING STUD LOCATIONS.

12. LEAD TABS — (NOT SHOWN, FOR USE WITH ITEM 5B) 2 IN. WIDE, 5 IN. LONG WITH A MAX THICKNESS OF 0.142 IN. TABS FRICTION-FIT AROUND FRONT FACE OF STUD, THE STUD FOLDED BACK FLANGE, AND THE BACK FACE OF THE STUD.

TABS REQUIRED AT EACH LOCATION WHERE A SCREW (THAT SECURES THE GYPSUM BOARDS, ITEM 5B) WILL PENETRATE THE STEEL STUD. LEAD TABS TO HAVE A PURITY OF 99.9% MEETING THE FEDERAL SPECIFICATION QQ- L-201F, GRADE "C". LEAD TABS MAY BE HELD IN PLACE WITH STANDARD ADHESIVE TAPE IF NECESSARY.

UL-404

jbrooks Rectangle

PLASTIC BARRIER

CUT SLOT AND

OPENING AT PIPE

PLASTIC ADHESIVE

TO SEAL AROUND

PIPE AND AT

SLOTS

PLASTIC ADHESIVE TO

SEAL AROUND PIPE

AND AT SLOTS

ADHESIVE TAPE TO SEAL

PORTIONS OF PLASTIC

BARRIER

PLASTIC ADHESIVE

TO SEAL AROUND

PIPE AND AT

SLOTS

CUT SLOT AND

OPENING AT PIPE

CUT SLOT AND

OPENING AT PIPE

ADHESIVE TAPE TO

SEAL PORTIONS

OF PLASTIC

BARRIER

PLASTIC BARRIER

PLASTIC BARRIER

PLASTIC BARRIER

(CONT.)

ADHESIVE TAPE

(CONT. AROUND

PIPE)

PLASTIC SLEEVE

12" WIDE (CONT.

AROUND PIPE)

EXISTING PIPE

MECH.

ROOM

B07H VEST

B07I

STAIR

B

I

B

J

A

MECH.

ROOM

B07H

UP

U P

## KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/5

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P M

G-101

ICRA PLANS AND DETAILS

3 4JAB JJG

RENOVATE MECHANICAL

ROOMS & EQUIPMENT

PHASE 1

1400 BLACKHORSE HILL RD

COATESVILLE, PA 19320

04/29/2019

100% CONSTRUCTION DOCUMENTS

542-18-10517-251

Scale: 3/4" = 1'-0"

ICRA BARRIER AT PIPING

Scale: 3/4" = 1'-0"

ICRA BARRIER AT PIPE PENETRATION

Scale: 1/4" = 1'-0"

BUILDING 4 - BASEMENT LEVEL ICRA PLAN

A. REFER TO G-102 FOR TYPICAL ICRA DETAILS.

NOTE: AFTER DEMOLITION AND

PERMAMENT WALL IS CONSTRUCTED,

PROVIDE PLASTIC BARRIER W/ ZIPPED

ACCESS OVER NEW DOORS. WALL TO

SERVE AS ICRA BARRIER.

01 1-HR ICRABARRIER WITH 45 MIN. DOOR

02 PLASTIC ZIPPERED BARRIER

03 STICKY MATS

05 PROVIDE CONT. PLASTIC DUST BARRIER

BETWEEN MECH. RM. AND STERILIZATION

EQUIPMENT MAINTAIN MIN 4'-0" MIN. CLEAR TO

STERILIZATION EQUIPMENT FOR EQUIPMENT

REQUIREMENT.

06 SEE DETAIL 3 AND 4 FOR FOR DETAILS AT PIPING

PENETRATIONS AT DUST BARRIER.

07 EXISTING STERILIZATION EQUIPMENT.

08 2-HR ICRA BARRIER TO UNDERSIDE OF LANDING

ABOVE WITH 90 MIN. 3'-0"x7'-0" DOOR

09 REMOVE 3'-0"x7'-0" PORTION OF WALL FOR

CONSTRUCTION ACCESS. AFTER CONSTRUCTION

IS COMPLETE, INFILL OPENING WITH NEW 2-HOUR

WALL TO MAINTAIN STRUCTURAL AND FIRE

INTEGRITY OF STAIRWELL.

10 DASHED LINE INDICATES LANDING ABOVE

11 STAIR UP TO LANDING ABOVE

Scale: 1/4" = 1'-0"

BUILDING 9 - BASEMENT LEVEL ICRA PLAN

0 4 8 16

0 4 8 160 4 8 16

0 4 8 16

N

AREA OF WORK

SCOPE OUTLINE

BUILDING 9 KEY PLAN

SCALE: NO SCALE

N

AREA OF WORK

SCOPE OUTLINE

BUILDING 4 KEY PLAN

SCALE: NO SCALE

jbrooks Rectangle

INTERIM LIFE SAFETY MEASURES IN EFFECT FOR THE

UPGRADE HVAC RME CLOSETS PROJECT

• THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA

• PLEASE USE ALTERNATE EXITS AS MARKED

1'-5"

ICRA, ILSM, FIRE WATCH AND

MISC. FORMS

PAPER

CADDY

ISLM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

FIRE EXTINGUISHER ON

PORTABLE FLOOR

BRACKET (ILSM MAY

REQUIRE MORE THAN

ONE).

PROVIDE STICKY

MATS (CHANGED END

OF SHIFT OR MORE IF

NECESSARY TO

MAINTAIN

CLEANLINESS).

HEPA NEGATIVE

AIR UNIT

SUPPLY DUCTS

EITHER KEEP

RUNNING OR COVER

WHEN RUNNING TO

KEEP DUST OUT

COVER ALL RETURNS

AT THE

GRATE/DIFFUSERS

F L E

X D

U C

T

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER

POST ICRA, ILSM, FIRE

INPECTION SHEETS

VISIBLE TO PUBLIC

FIRE PULL

STATION WITH

AUDIO / VISUAL

HEPA

NEGATIVE AIR

UNIT

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING REPLACED

MUST BE PROTECTED. COVER WITH

ROSIN PAPER / FIRE RATED PLYWOOD.

FIRE RATED PLYWOOD,

TEMPORARY. SALVAGE

PROTECT AND STORE

EXISTING WINDOW TO

BE RE-INSTALLED

AFTER CONSTRUCTION

IS COMPLETE.

V .I

.F

V .I

.F

V.I.F.

V .I .F

E X

IS

T

IN

G

W A

L L

V .I .F

E X

IS

T

IN

G

W A

L L

3 5/8" INSULATED WALL WITH

16 GAUGE METAL STUDS @

16" O.C. WALL TO EXTEND TO

UNDERSIDE OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

5"

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

/2

5"

3 5/8" 16 GAUGE METAL

STUDS @ 16" O.C. WALL TO

EXTEND TO UNDERSIDE OF

DECK

3 5/8" INSULATED WALL WITH

16 GAUGE METAL STUDS @

16" O.C. (2) LAYERS 5/8"

GYPSUM BOARD EACH SIDE.

WALL TO EXTEND TO

UNDERSIDE OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

6 1/4"

FIRE RESISTANT SEALANT,

BOTH SIDES

FIRE RESISTANT SEALANT,

BOTH SIDES

FIRE RESISTANT SEALANT,

BOTH SIDES

1-HR RATED AND SMOKE RATED

U.L. DESIGN NO. U404

SMOKE RATED 2-HR RATED AND SMOKE RATED

U.L. DESIGN NO. U404BA C

A P

P R

O X

A .F

.F

SUSPENDED

PLASTIC ZIPPER

WALL CURTAIN

BARRIER

POST ICRA,

ILSM, FIRE

INSPECTION

SHEETS VISIBLE

TO PUBLIC

G-102

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/5

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P M

G-102

TYPICAL ICRA DETAILS

4 4JAB JJG

RENOVATE MECHANICAL

ROOMS & EQUIPMENT

PHASE 1

1400 BLACKHORSE HILL RD

COATESVILLE, PA 19320

04/29/2019

100% CONSTRUCTION DOCUMENTS

542-18-10517-251

Scale: No Scale

ISLM SINAGE

Scale: No Scale

ILSM BARRIER TAG

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

TYPICAL CONSTRUCTION PLAN LAYOUT

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

CROSS SECTION A

Scale: 3/4" = 1'-0"

ICRA BARRIER WALL TYPE

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

ROOM ELEVATION

A. TAPE ALL SERVICES TO PROTECT AGAINST

CONTAMINATION.

B. THE CONTRACTOR SHALL NOT HAUL DEBRIS

THROUGH PATIENT-CARE AREAS WITHOUT PRIOR

APPROVAL OF THE COR AND THE MEDICAL CENTER.

C. USING A HEPA VACUUM, CLEAN INSIDE THE BARRIER

AND VACUUM CEILING TILE PRIOR TO REPLACEMENT.

ANY CEILING ACCESS PANELS OPENED FOR

INVESTIGATION BEYOND SEALED AREAS SHALL BE

SEALED IMMEDIATELY WHEN UNATTENDED.

D. AT COMPLETION, REMOVE CONSTRUCTION

BARRIERS AND CEILING PROTECTION CAREFULLY,

OUTSIDE OF NORMAL WORK HOURS. VACUUM AND

CLEAN ALL SURFACES FREE OF DUST AFTER THE

REMOVAL.

E. ASBESTOS ABATEMENT WILL BE REQUIRED AS PART

OF THIS PROJECT. REFER TO EXISTING ACM

SURVEY BY VA FOR EXTENTS AND SCOPE OF

ASBESTOS REMOVAL.

NOTE:

TAG SHALL BE PLACED ON ALL ISLM

TEMPORARY BARRIERS. FINAL LOCATION BY G.C.

jbrooks Rectangle

6'-4" 2'-0 1/2"

MECH.

ROOM

B07H

V.I.F.

± 7'-9 7/8"

AE101

/4

/4

AE101

B

B

B

A B

B

I

B

J

13 13

STAIR

A

A

MECH.

B07K

/4

B07K

CLR.

1'-6"

AE102

7 _____

AE102

B

M

IN

M

IN

M

IN

MECH.

ROOM

B07H

A

AE102

V .I .F

/2

A

AE101

AE101

M

IN

M

IN

A

S E

E S

C H

E D

SEE SCHED.

T Y

P

TYP.

2"

A S

E E

S C

H E

D

SEE SCHED.

T Y

P

TYP.

2"

GROUND LEVEL BLDG 4

10' - 0"

BLDG 4 BASEMENT

0"

ENTRY LEVEL BLDG 4

6' - 8"

PROVIDE 2'x2' ACCESS

OPENING IN SAFETY SCREEN

STAIR

EXIST. STAIR BEYOND

EDGE OF WALL BEYOND

NEW WALL-MOUNTED HANDRAIL AND

BRACKETS

EXIST. RAILING TO REMAIN

NEW 2-HR RATED WALL RUN

TO BOTTOM OF UPPER STRINGER

GROUND LEVEL BLDG 4

10' - 0"

ENTRY LEVEL BLDG 4

6' - 8"

AE101

AE101

AE101

STAIR

BEYOND

PROVIDE

2'X2' ACCESS

OPENING IN

SAFETY

SCREEN

SLOPING

CAP BEYOND

BLDG 4 BASEMENT

0"

ENTRY LEVEL BLDG 4

6' - 8"

AE101

2-HR RATED WALL (2) LAYERS -

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

UL-404-A

EXIST. STAIR

STRINGER

EXIST. STAIR

L4x4x1/4 ANGLE - PAINTED

- WELD TO EXISTING STEEL

STRINGER

FLOOR RUNNER

BASE AS SCHED.

NEW 1 1/2" PAINTED STL.

HANDRAIL W/ WALL BRACKET

EVERY 48" O.C.

MIN.

1 1/2"

1 1/2"

GROUND LEVEL BLDG 4

10' - 0"

1-HR RATED WALL

NOM. 1"X1" WELDED WIRE SCREEN

W/ CONT. WELDED U-EDGE - MATCH

EXISTING ADJACENT STEEL SCREEN

FASTEN TO STEEL STUDS WITH 1-1/2"

ST. STL. CLIP ANGLES W/ 1/4"

CONCRETE ANCHORS, 1-1/2" EMBED,

@ 3' O.C. - MIN. 4 ANCHORS

2-HR RATED CAP WITH 2 LAYERS -

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

STRUCTURAL MEMBER - SEE

STRUCTURAL DRAWINGS

6" GALVANIZED 16 GAUGE METAL

STUDS @ 16" O.C.

FINISH AS SCHED.

3 5/8" GALVANIZED 16

GAUGE METAL STUDS @ 16"

O.C. W/ CONTINUOUS

STIFFENER CHANNEL

3" MIN THICK MINERAL WOOL

INSULATION BATTS FRICTION-

FITTED BETWEEN STUDS

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

• WALL TYPE A

• 1 HOUR FIRE - RATED W/

ACOUSTIC INSULATION

• UL DESIGN NO. U404

A

EXIS.CONC. STRUCTURE

CEILING SYSTEM - REFER TO

ROOM FINISH SCHEDULE

BASE - REFER TO ROOM

FINISH SCHEDULE

AC. SEALANT BOTH SIDES, TYP.

EXIS. CONC. STRUCTURE

FINISH AS SCHED.

3 5/8" GALVANIZED 16

GAUGE METAL STUDS @ 16"

O.C. W/ CONTINUOUS

STIFFENER CHANNEL

3" MIN THICK MINERAL WOOL

INSULATION BATTS FRICTION-

FITTED BETWEEN STUDS

2 LAYERS - 5/8" FIRE RESISTANT

GYPSUM BOARD - BOTH SIDES

• WALL TYPE B

• 2 HOUR FIRE - RATED W/

ACOUSTIC INSULATION

• UL DESIGN NO. U404-A

B

EXIS.CONC. STRUCTURE

CEILING SYSTEM - REFER TO

ROOM FINISH SCHEDULE

BASE - REFER TO ROOM

FINISH SCHEDULE

AC. SEALANT BOTH SIDES, TYP.

EXIS. CONC. STRUCTURE

PROVIDE THERMAL

INSULATION AS REQUIRED

PROVIDE THERMAL

INSULATION AS REQUIRED

PROVIDE FLEX TRACKPROVIDE FLEX TRACK

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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AE101

BUILDING 4 MECH ROOM PLAN,

SECTIONS, DETAILS

1 2JAB JJG

RENOVATE MECHANICAL

ROOMS & EQUIPMENT

PHASE 1

1400 BLACKHORSE HILL RD

COATESVILLE, PA 19320

04/29/2019

100% CONSTRUCTION DOCUMENTS

542-18-10517-251

Scale: 1/4" = 1'-0"

BUILDING 4 - BASEMENT LEVEL FLOOR PLAN

Scale: 1/4" = 1'-0"

BUILDING 4 - BASEMENT LEVEL FLOOR PLAN DEMO

Scale: 1/4" = 1'-0"

BUILDING 4 - GROUND LEVEL FLOOR PLAN

SHEET KEY NOTES#

DEMOLITION KEYNOTES:#

01 REMOVE PORTION OF INTERIOR WALLS /

PARTITIONS FULL HEIGHT. COORDINATE EXTENTS

WITH NEW WORK PLANS AND STRUCTURAL

REQUIREMENTS.

02 REMOVE PORTION OF INTERIOR WALLS TO ROUGH

OPENING OF NEW DOOR. COORDINATE EXTENTS

WITH NEW WORK PLANS AND STRUCTURAL

REQUIREMENTS.

03 REMOVE DOOR, FRAME, HARDWARE AND DOOR

SYSTEM.

04 EXIST. WALL TO REMAIN

05 REMOVE RAILING AND SCREEN

06 EXIST. RAILING AND SCREEN ABOVE TO REMAIN

07 DASHED LINE INDICATES LINE OF FLOOR

OVERHEAD

08 NEWELL POST TO BE REMOVED

09 SAWCUT AND REMOVE PORTION OF BOTTOM

TREAD. REPAIR FLOOR AS REQUIRED

10 REMOVE EXIST. LOUVER AND PORTION OF WALL

FOR NEW OPENING FOR NEW LOUVER. - SEE

MECHANICAL LOUVER SCHEDULE FOR ROUGH

OPENING SIZE.

DOOR SCHEDULE

DOOR DOOR FRAME HEAD

DETAIL NO.

JAMB

DETAIL NO. THRESH. DETAIL NO. FIRE RATING

HDWR

SET REMARKSNO. WIDTH HEIGHT MAT'L FINISH TYPE MAT'L FINISH TYPE

BASEMENT LEVEL

B07I 3' - 0" 7' - 0"

B07J 3' - 0" 7' - 0"

B07K 3' - 0" 7' - 0" EXISTING

DOOR TYPE LEGEND FRAME TYPE LEGEND

Scale: 1/4" = 1'-0"

SECTION AT STAIR

01 PROVIDE NEW 2-HR RATED WALL

02 NEW SCREEN FROM LANDING BASE RAIL TO

STRINGER ABOVE

03 NEW WALL-MOUNTED RAILING - SEE ELEVATION

DETAIL 5/AE101

04 PROVIDE NEW WALL ABOVE CAP - PROVIDE

BLOCKING FOR HANDRAIL ATTACHMENT

05 LEVEL 2-HR RATED CAP ABOVE NEW VESTIBULE.

BOTTOM OF CAP FLUSH W/ BOTTOM OF EXISTING

STAIR RUN

06 LEVEL 2-HR RATED CAP ABOVE NEW VESTIBULE.

TOP OF CAP FLUSH WITH GROUND FLOOR LEVEL-

(ADJ.)

07 EXIST. STAIR RAKE ABOVE

08 EXISTING WALL TO REMAIN

09 DASHED LINE INDICATES LINE OF FLOOR

OVERHEAD

10 2HR RATED CAP-SLOPE TO MATCH EXISTING

STAIRS

11 DASHED LINE INDICATES LINE OF WALL AT

BASEMENT LEVEL BELOW TO TOP OF CAP

12 WALL EXTENDS TO UNDERSIDE OF CEILING ABOVE

13 NEW LOUVER - SEE MECHANICAL

Scale: 1/4" = 1'-0"

SECTION AT STAIR

Scale: 3/4" = 1'-0"

WALL AND STAIR CONNECTION

Scale: 3/4" = 1'-0"

2-HR RATED CAP

PARTITION TYPE

45H.M.

H.M.

PAINT

PAINT

A

A

H.M.

H.M.

PAINT

PAINT

A

A

-- 2

0 4 8 16

0 4 8 16

0 4 8 160 4 8 16

0 4 8 16

0 4 8 16

0 4 8 16

0 4 8 16

NOTE:

G.C. TO COORDINATE EXIST. MATERIALS TO BE REMOVED

AND PATCH OPENING BACK TO EXISTING CONDITION.

NORTH

TRUE

NORTH

TRUE

NORTH

TRUE

N

AREA OF WORK

SCOPE OUTLINE

BUILDING 4 KEY PLAN

SCALE: NO SCALE

jbrooks Rectangle jbrooks Rectangle jbrooks Text Box A jbrooks Rectangle jbrooks Rectangle jbrooks Text Box A jbrooks Rectangle jbrooks Rectangle jbrooks Text Box A jbrooks Text Box A jbrooks Text Box H.M.

jbrooks Text Box

PAINT

jbrooks Text Box A jbrooks Text Box H.M.

jbrooks Text Box

PAINT

jbrooks Text Box A jbrooks Text Box jbrooks Text Box jbrooks Text Box jbrooks Text Box

DASHED LINE

INDICATES EDGE OF

MEZZANINE ABOVE

AE102

STAIR

LANDING

0'-0"

T.O.

GRATING

0'-0"

Mezz Entrance 0' - 0"

1 1/2" MTL. PIPE

INTERMEDIATE RAIL

1 1/2" MTL. PIPE POST

SEE STRUCTURAL

DWG'S. FOR

STRUCTURAL

MEMBER AND

FASTENERS

NEW STEEL

GRADING - SE

STRUCTURAL DWG'S.3

A

0404 0404

AE102

5_____

AE102

R.O.

36"

A

DEMOLITION PLAN

B

NEW PLAN

AE102

NEW CLAY

MASONRY BACK UP

EXISTING BRICK

VENEER

NEW BRICK VENEER

INFILL

GALV. FLASHING W/

DRIP EDGE

NEW LOUVER

BRICK VENEER

INFILL

MEMBRANE

FLASHING

BRICK LEDGE

3x3x1/4" STL. LINTEL

NEW CLAY

MASONRY BACK UP

LOUVER SUPPORT

ANGLE BEYOND

WEEP

A

DEMOLITION PLAN

B

NEW PLAN

R.O.

TYP.

AE102

R.O.

.36"

NEW LOUVER - SEE

STRUCTURAL / MECHANICAL

NEW BRICK

VENEER

NEW MASONRY

BACKUP

NEW BRICK

VENEER

NEW MASONRY

BACKUP

REMOVE PORTION OF WALL AS

REQUIRED FOR NEW ROUGH

OPENING. 36" X 24" - SEE

STRUCTURAL / MECHANICAL

COORDINATE ROUGH OPENING W/

LOUVER REQUIREMENT.

REMOVE ADDITIONAL BRICK AND

MASONRY BACKUP TO NEXT

MORTAR JOINT

REMOVE

ADDITIONAL

BRICK AND

MASONRY

BACKUP TO NEXT

MORTAR JOINT

REMOVE

EXISTING LOUVER

36"

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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AE102

BUILDING 7 & 9 MECH ROOM PLANS,

SECTIONS, DETAILS

2 2JAB JJG

RENOVATE MECHANICAL

ROOMS & EQUIPMENT

PHASE 1

1400 BLACKHORSE HILL RD

COATESVILLE, PA 19320

04/29/2019

100% CONSTRUCTION DOCUMENTS

542-18-10517-251

Scale: 1/4" = 1'-0"

BUILDING 7 - LOWER LEVEL FLOOR PLAN

Scale: 1/4" = 1'-0"

BUILDING 7 - STAIR LANDING FLOOR PLAN

SHEET KEY NOTES#

1. SEE STRUCTURAL DRAWINGS FOR STEEL FRAMING

COLUMNS AND MISC. FRAMING MEMBERS.

2. PROVIDE FOIL DECK INSULATION AT BLDG. 4 + 9

MECHANICAL ROOM.

DEMOLITION KEYNOTES:#

01 EXIST. RAILS TO BE REMOVED

02 EXIST. STEEL GRATE LANDING TO REMAIN

03 EXIST. STAIR TO REMAIN

04 REMOVE EXISTING LOUVER AND PORTION OF WALL

FOR NEW 36" WIDE x 20" HIGH LOUVER - SEE

MECHANICAL

05 EXIST. WINDOW TO BE REMOVED AND INSTALL NEW

LOUVER - SEE MECHANICAL PLAN

01 NEW RAILING (1 1/2" DIA. PIPE) TOP OF RAILING @

3'-6" W/ MID RAILING AT 18" ABOVE MEZZANINE

02 NEW STEEL GRATE MEZZANINE - SEE STRUCTURAL

DWGS.

03 STEEL TOE KICK - SEE STRUCTURAL DRAWINGS

04 NEW 36" WIDE x 20" HIGH LOUVERS - SEE LOUVER

SCHEDULE

Scale: 1" = 1'-0"

BUILDING 7 DETAIL AT MEZZANINE RAILING

FINISH SCHEDULE AND NOTES

BLDG 2 MECH. RM.

BLDG 4 MECH. RM.

BLDG 6 MECH. RM.

BLDG 7 MECH. RM.

BLDG 8 MECH. RM.

BLDG 9 MECH. RM.

EXIST EXIST EXIST

ROOM FLOOR BASE WALL CEILING

EXIST EXIST EXIST EXIST

EPY RB P EXP

EXIST EXIST EXIST EXIST

EPY RB P EXP

EPY RB P EXP

P

LEGEND:

EXIST: EXISTING TO REMAIN

EPY: EPOXY PAINT

RB: RESILIENT BASE

P: PAINT

EXP: EXPOSED TO STRUCTURE

Scale: 1/4" = 1'-0"

BUILDING 9 - BASEMENT LEVEL LOUVER PLAN

Scale: 3/4" = 1'-0"

BUILDING 9 - PLAN DETAIL AT NEW LOUVER

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

TYPICAL SECTION DETAIL AT NEW LOUVER

Scale: 3/4" = 1'-0"

BUILDING 4 - PLAN DETAIL AT NEW LOUVER

0 4 8 16

0 4 8 16

0 4 8 160 4 8 16

0 4 8 16

0 4 8 16

0 4 8 16 NORTH

TRUE

NORTH

TRUE

N O

R T H

TRUE

N

AREA OF WORK

SCOPE OUTLINE

BUILDING 7 KEY PLAN

SCALE: NO SCALE

N

AREA OF WORK

SCOPE OUTLINE

BUILDING 9 KEY PLAN

SCALE: NO SCALE

jbrooks Rectangle