36C24418B0072-002.pdf
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- Renovate Building #2 West Project 542-16-114 Federal contract opportunity
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Text version
Project Number
P lo t D at e: Date
Location
ARCHITECTS + ENGINEERS: Drawing Title:
Approved: Project Director
Project Title
Checked Drawn
Drawing Number
Building Number
Date:Revisions:
VA FORM 08-6231 1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot on e qu a rte r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu a rte rs in ch o ne fo ot on e in ch o ne fo ot on e a nd o ne h a lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
6"
COATESVILLE, PENNSYLVANIA
Fi le
ISSUED FOR BID - NOT FOR CONSTRUCTION
F
G
/2
7/
1:
:2
A M
C :\U se rs
\d bi bb s\
D oc um en ts \5
-1
6-
4_ C oa ts vi lle
_C E
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COVER SHEET
G-000
542-16-114
PK
COATESVILLE VAMC
RENOVATE BUILDING 2 WEST
10-13-2017
DTB
RENOVATE BUILDING 2 WEST
COATESVILLE VA MEDICAL CENTER
1400 BLACKHORSE HILL ROAD
COATESVILLE, PENNSYLVANIA 19320
CONTRACT NO. VA224-16-C-0178
VA STATION PROJECT NO. 542-16-114
BANCROFT PROJECT NO. 16-109
ISSUED FOR BID
OCTOBER 13, 2017
BUILDING 2
NORTH
COATESVILLE VAMC
PENNSYLVANIA
SCHEMATIC DESIGN SUBMISSION 10-14-2016
50% DESIGN DEVELOPMENT SUBMISSION 12-08-2016
95% DESIGN DEVELOPMENT SUBMISSION 01-23-2017
100% CONSTRUCTION DOCUMENTS 09-14-2017
ISSUED FOR BID 10-13-2017
lo t D at e: Date
Location
ARCHITECTS + ENGINEERS: Drawing Title:
Approved: Project Director
Project Title
Checked Drawn
Drawing Number
Building Number
Date:Revisions:
VA FORM 08-6231 1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot on e qu a rte r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu a rte rs in ch o ne fo ot on e in ch o ne fo ot on e a nd o ne h a lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
6"
COATESVILLE, PENNSYLVANIA
Fi le
ISSUED FOR BID - NOT FOR CONSTRUCTION
F
G
/2
7/
1:
:2
A M
C :\U se rs
\d bi bb s\
D oc um en ts \5
-1
6-
4_ C oa ts vi lle
_C E
N
TR
A L_
D B ib bs
.rv t
SHEET INDEX AND PROJECT DATA
G-001
542-16-114
PK
COATESVILLE VAMC
RENOVATE BUILDING 2 WEST
10-13-2017
DTB
FIRE RESISTIVE RATINGS
ROOF CONSTRUCTION
EXTERIOR NON-BEARING WALLS
SUPPORTING ROOF ONLY
SUPPORTING MORE THAN ONE FLOOR
COLUMNS & BEAMS
FLOOR CONSTRUCTION 0-HOUR
1-HOUR
BOILER AND FUEL - FIRED EQUIPMENT
2-HOURS
0-HOUR
39.3.2.2
* NOTE - IF BUILDING PROTECTED THROUGHOUT BY APPROVED AUTOMATIC SPRINKLER
SYSTEM IN ACCORDANCE WITH (NFPA 101) 9.7.1.1(1) OR (IBC)903.3.1
SHAFT ENCLOSURES 1-HOUR
TABLE 509
713.4
1. CONSTRUCTION CLASSIFICATIONS: TYPE 3B
2. AUTOMATIC FIRE SUPPRESSION: ALL AREAS IN ACCORDANCE WITH NFPA 13
3. OCCUPANCY CLASSIFICATIONS: IBC GROUP B, NFPA 101 EXISTING BUSINESS OCCUPANCY
4. AREA OF WORK: RENOVATION OF EXISTING OUTPATIENT CLINIC SPACE INTO PACT
MODULE TYPE OUTPATIENT CLINIC.
PROJECT AREA APPROXIMATELY 14,000 SF.
5. BUILDING: EXISTING STAND-ALONE CONCRETE AND MASONRY STRUCTURE
WAS BUILT IN 1929. THE BUILDING IS CURRENTLY USED AS
OUTPATIENT CLINIC. THE BUILDING HAS (3) OCCUPIED FLOORS
(GROUND, FIRST, AND SECOND FLOORS) AND AN ATTIC SPACE
USED AS A MECHANICAL PENTHOUSE.
BUILDING 2 CODE REVIEW
ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES:
1. VA DIRECTORIES, 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/)
2. INTERNATIONAL BUILDING CODE (IBC) 2015 (ONLY PERTAINING TO ITEMS NOT ADDRESSED BY NFPA 101)
3. NFPA 101 LIFE SAFETY CODE 2015
4. NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900
5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS
6. VA SEISMIC DESIGN REQUIREMENTS, H-18-8
7. NATIONAL ELECTRICAL CODE (NEC) 2014
8. INTERNATIONAL PLUMBING CODE (IPC) 2015
9. ASME BOILER AND PRESSURE VESSEL CODE 2015
10. ASME CODE FOR PRESSURE PIPING
11. ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT,
12. BARRIER FREE DESIGN GUIDE (PG-18-13)
13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318)
14. INTERNATIONAL MECHANICAL CODE
APPLICABLE CODES
EGRESS REQUIREMENTS
AREA SEPARATION PROTECTION
SECTION IBC, 2015 SECTION NFPA 101, 2015APPLICABLE CODE
(FOR BUSINESS OCCUPANCIES)
1- HR PARTITION
-OR-
AUTOMATIC SPRINKLER*
CONSTRUCTION DESCRIPTION RATING
FIXTURE REQUIREMENTS
SECTION IBC, 2015 SECTION NFPA 101, 2015
GROUND FLOOR PLAN: FACTOR OF 100 =
FIRST FLOOR PLAN: FACTOR OF 100 =
EXIT TRAVEL DISTANCE
300 FEET WITH
AUTOMATIC SPRINKLER
39.2.6.3 300 FEET WITH
AUTOMATIC SPRINKLER
CORRIDOR SEPARATION 0 HR. W/ SPRINKLERS
CORRIDOR WIDTH (MIN.) 44 INCH MINIMUM > 50 OCC
DEAD END CORRIDORS: 50' W/ SPRINKLERS 50'
TABLE 1004.1.2
1020.4.2
TABLE 1020.1
TABLE 1018.2
160 (OCC. LOAD)
160 (OCC. LOAD)
160 (0CC. LOAD)
EMERGENCY EGRESS ILLUMINATION: AVERAGE OF 1.0 FOOT CANDLES AT EGRESS PATHS WITH A MIN. OF 0.1 CANDLE AT ANY POINT.
POWER SUPPLY: MEANS OF EGRESS ILLUMINATION NORMAL POWER IS TO BE PROVIDED BY PREMISE'S ELECTRICAL SYSTEM.
a. EGRESS ILLUMINATION: EITHER BATTERIES, SECOND PRIMARY SOURCE OR GENERATOR WITH A MIN. OF A 1 1/2 HOUR DURATION.
b. EXIT SIGNS: ILLUMINATED AT ALL TIME, EMERGENCY POWER REQ. WITH 1 1/2 HOUR DURATION.
39.2.3.2 and 7.3.4.1
(TABLE 2902.1)
LAVATORY DRINKING FOUNTAINS
SERVICE SINK
1 PER 40 FOR FIRST 80,
THEN 1 PER 80
LEVEL
7.3.1.2.
160 (OCC. LOAD)
160 (OCC. LOAD)
160 (0CC. LOAD)
ELECTRICAL ROOM, WITH DRY TYPE
TRANSFORMER >112.5 kVA
NFPA 70
(NEC) 450-21
1-HOUR8.6.5 (3)
N/A
PROVIDED
APPROVED AUTOMATIC
SPRINKLER SYSTEM
1-HOUR
WATER CLOSET
GROUND FLOOR
FIRST FLOOR
1- HR PARTITION
-OR-
AUTOMATIC SPRINKLER*
STORAGE (INCINDENTAL USE)
WHERE DEGREE OF HAZARD IS GREATER
THAN GENERAL OCCUPANCY
1- HR PARTITION
-OR-
AUTOMATIC SPRINKLER*
APPROVED AUTOMATIC
SPRINKLER SYSTEM39.3.2.2NO REQUIREMENT
TABLE 1017.2
SECOND FLOOR PLAN: FACTOR OF 100 =
36 INCH MINIMUM < 50 OCC
44 INCH MINIMUM > 50 OCC
36 INCH MINIMUM < 50 OCC
COMMON PATH OF EGRESS TRAVEL: 100' W/ SPRINKLERS 100' W/ SPRINKLERSTABLE 1006.2.1
39.2.5.2
39.2.5.3.1
STAIR ENCLOSURE 713.6
2-HR >4 STORIES
1-HR <4 STORIES 7.1.3.2.1 (3)(b) 1 HR W/ SPRINKLER 2-HOUR
MINIMUM CEILING HEIGHT 7'-6" 7'-0"1208.2 7.1.5.1 (1)
BUSINESS:
160 PERSONS
OCCUPANT LOAD
REQ. PROVIDED*
BUSINESS:
160 PERSONS
5 6
SECOND FLOOR BUSINESS:
160 PERSONS
REQ. PROVIDED*
1 PER 25 FOR FIRST 50,
THEN 1 PER 50
1 PER 100
REQ. PROVIDED*
2 5
REQ. PROVIDED
1 2
* NOTE - PROVIDED FIXTURE COUNT DOES NOT INCLUDE FIXTURES DESIGNATED FOR EXAM
PURPOSES, SUCH AS EXAM TOILET ROOMS AND HANDWASH LAVATORIES
BUILDING DATA
ALLOWABLE AREA/FLOOR (SQ.FT.)
AUTOMATIC SPRINKLER INCREASE
ACTUAL AREA (BUILDING FOOTPRINT)
CONSTRUCTION TYPE
APPLICABLE CODE
3B
75' 48'
TABLE (601)
TABLE (506.2)
OCCUPANCY
NFPA 220
MAXIMUM ALLOWABLE HEIGHT
ACTUAL HEIGHT
BUSINESS: OUTPATIENT CLINIC
SECTION IBC, 2015 SECTION NFPA 101, 2015
TABLE (504.3)
57,000 SQ. FT.
16,000 SQ. FT.
75' 48'
TYPE III (200)
57,000 SF
16,000 SF
TERRA COTTA TILE +
FACEBRICK
REINFORCED POURED CONCRETE
RIBBED CONCRETE SLAB
WOOD FRAME
WOOD FRAMING
0-HOUR
2-HOURS
AUTHORITY HAVING JURISDICTION: VISN 4 SAFETY OFFICER
PROJECT TEAM
THE DEPARTMENT OF VETERANS AFFAIRS
COATESVILLE VAMC - VISN 4
1400 BLACKHORSE HILL ROAD
COATESVILLE, PENNSYLVANIA 19320
BANCROFT ARCHITECTS + ENGINEERS
700 NICHOLAS BLVD.
SUITE 300
ELK GROVE VILLAGE, IL 60007
P: 847-952-9362 www.bancroft-ae.com
JOHNSON WILBUR ADAMS, INC
174 N. WASHINGTON ST.
WHEATON, IL
P: 630-653-9060 F: 630-653-9059
BANCROFT ARCHITECTS + ENGINEERS
700 NICHOLAS BLVD.
SUITE 300
ELK GROVE VILLAGE, IL 60007
P: 847-952-9362
BANCROFT ARCHITECTS + ENGINEERS
700 NICHOLAS BLVD.
SUITE 300
ELK GROVE VILLAGE, IL 60007
P: 847-952-9362
BANCROFT ARCHITECTS + ENGINEERS
700 NICHOLAS BLVD.
SUITE 300
ELK GROVE VILLAGE, IL 60007
P: 847-952-9362
BANCROFT ARCHITECTS + ENGINEERS
700 NICHOLAS BLVD.
SUITE 300
ELK GROVE VILLAGE, IL 60007
P: 847-952-9362
BANCROFT ARCHITECTS + ENGINEERS
700 NICHOLAS BLVD.
SUITE 300
ELK GROVE VILLAGE, IL 60007
P: 847-952-9362
CIVIL ENGINEER
ARCHITECT
STRUCTURAL ENGINEER
FIRE PROTECTION ENGINEER
PLUMBING ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
BANCROFT ARCHITECTS + ENGINEERS
700 NICHOLAS BLVD.
SUITE 300
ELK GROVE VILLAGE, IL 60007
P: 847-952-9362
SHEET INDEX
SHEET
NUMBER SHEET NAME
Designed By 35% 50% 95% 100%
P-100U.2 UNDERGROUND PLUMBING PLAN ZONE B BAE ● ● ●
P-100.1 GROUND FLOOR DOMESTIC WATER PLUMBING PLAN ZONE A BAE ● ● ●
P-100.2 GROUND FLOOR DOMESTIC WATER PLUMBING PLAN ZONE B BAE ● ● ●
P-100.3 GROUND FLOOR SANITARY PLUMBING PLAN ZONE A BAE ● ● ●
P-100.4 GROUND FLOOR SANITARY PLUMBING PLAN ZONE B BAE ● ● ●
P-101.1 FIRST FLOOR DOMESTIC WATER PLUMBING PLAN ZONE A BAE ● ● ●
P-101.2 FIRST FLOOR DOMESTIC WATER PLUMBING PLAN ZONE B BAE ● ● ●
P-101.3 FIRST FLOOR SANITARY PLUMBING PLAN ZONE A BAE ● ● ●
P-101.4 FIRST FLOOR SANITARY PLUMBING PLAN ZONE B BAE ● ● ●
P-102.1 SECOND FLOOR PLUMBING PLAN ZONE A BAE ● ● ●
P-102.2 SECOND FLOOR PLUMBING PLAN ZONE B BAE ● ● ●
P-103.1 ATTIC PLUMBING PLAN ZONE A BAE ● ● ●
P-103.2 ATTIC PLUMBING PLAN ZONE B BAE ● ● ●
P-600 DOMESTIC WATER RISER DIAGRAMS BAE ● ● ●
P-601 SANITARY AND VENT RISER DIAGRAMS BAE ● ● ●
P-700 PLUMBING MATERIAL LIST BAE ● ●
MECHANICAL
M-001 MECHANICAL SYMBOLS, ABBREVIATIONS, AND NOTES BAE ●
MHD-100.1 GROUND FLOOR DEMOLITION PIPING PLAN ZONE A BAE ● ● ●
MHD-100.2 GROUND FLOOR DEMOLITION PIPING PLAN ZONE B BAE ● ● ●
MHD-100.3 GROUND FLOOR DEMOLITION STEAM PIPING PLAN ZONE A BAE ● ● ●
MHD-100.4 GROUND FLOOR DEMOLITION STEAM PIPING PLAN ZONE B BAE ● ● ●
MHD-101.1 FIRST FLOOR DEMOLITION PIPING PLAN ZONE A BAE ● ● ●
MHD-101.2 FIRST FLOOR DEMOLITION PIPING PLAN ZONE B BAE ● ● ●
MHD-103.1 ATTIC FLOOR DEMOLITION PIPING PLAN ZONE A BAE ● ● ●
MVD-100.1 GROUND FLOOR DEMOLITION MECHANICAL PLAN ZONE A BAE ● ● ●
MVD-100.2 GROUND FLOOR DEMOLITION MECHANICAL PLAN ZONE B BAE ● ● ●
MVD-101.1 FIRST FLOOR DEMOLITION MECHANICAL PLAN ZONE A BAE ● ● ●
MVD-101.2 FIRST FLOOR DEMOLITION MECHANICAL PLAN ZONE B BAE ● ● ●
MVD-103.1 ATTIC DEMOLITION MECHANICAL PLAN ZONE A BAE ● ● ●
MH-100.1 GROUND FLOOR PIPING PLAN ZONE A BAE ● ● ●
MH-100.2 GROUND FLOOR PIPING PLAN ZONE B BAE ● ● ●
MH-101.1 FIRST FLOOR PIPING PLAN ZONE A BAE ● ● ●
MH-101.2 FIRST FLOOR PIPING PLAN ZONE B BAE ● ● ●
MH-102.1 SECOND FLOOR PIPING PLAN ZONE A BAE ● ● ●
MH-102.2 SECOND FLOOR PIPING PLAN ZONE B BAE ● ● ●
MH-103.1 ATTIC PIPING PLAN ZONE A BAE ● ● ●
MV-100.1 GROUND FLOOR MECHANICAL PLAN ZONE A BAE ● ● ●
MV-100.2 GROUND FLOOR MECHANICAL PLAN ZONE B BAE ● ● ●
MV-101.1 FIRST FLOOR MECHANICAL PLAN ZONE A BAE ● ● ●
MV-101.2 FIRST FLOOR MECHANICAL PLAN ZONE B BAE ● ● ●
MV-102.1 SECOND FLOOR MECHANICAL PLAN ZONE A BAE ● ● ●
MV-102.2 SECOND FLOOR MECHANICAL PLAN ZONE B BAE ● ● ●
MV-103.1 ATTIC MECHANICAL PLAN ZONE A BAE ● ● ●
MV-103.2 ATTIC MECHANICAL PLAN ZONE B BAE ● ● ●
M-500 MECHANICAL DETAILS BAE ● ● ●
M-501 MECHANICAL DETAILS BAE ● ●
M-502 MECHANICAL DETAILS BAE ● ●
M-600 DUCT RISER AIR FLOW DIAGRAM BAE ● ● ● ●
M-700 MECHANICAL SCHEDULES BAE ● ● ●
M-701 MECHANICAL SCHEDULES BAE ● ● ●
M-702 MECHANICAL SCHEDULES BAE ●
M-800 MECHANICAL CONTROLS BAE ● ●
M-801 MECHANICAL CONTROLS BAE ●
ELECTRICAL
E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS BAE ● ● ● ●
E-002 ELECTRICAL NOTES AND TABLES BAE ● ● ● ●
EPD-100 GROUND FLOOR ELECTRICAL POWER DEMOLITION PLAN BAE ● ● ● ●
EPD-101 FIRST FLOOR ELECTRICAL POWER DEMOLITION PLAN BAE ● ● ● ●
EPD-102 GROUND FLOOR ELECTRICAL HVAC DEMOLITION PLAN BAE ● ● ● ●
EPD-103 FIRST FLOOR ELECTRICAL HVAC DEMOLITION PLAN BAE ● ● ● ●
EPD-104 ATTIC FLOOR ELECTRICAL HVAC POWER DEMOLITION PLAN BAE ● ● ●
ELD-100 GROUND FLOOR - LIGHTING DEMOLITION PLAN BAE ● ● ●
ELD-101 FIRST FLOOR LIGHTING DEMOLITION PLAN BAE ● ● ●
ELD-102 ATTIC FLOOR LIGHTING DEMOLITION PLAN BAE ● ● ●
EFD-100 GROUND FLOOR ELECTRICAL FIRE ALARM DEMOLITION PLAN BAE ● ● ●
EFD-101 FIRST FLOOR ELECTRICAL FIRE ALARM DEMOLITION PLAN BAE ● ● ●
ED-501 EXISTING ELECTRICAL ONE-LINE DIAGRAM BAE ● ● ● ●
EP-100 GROUND FLOOR ELECTRICAL POWER PLAN BAE ● ● ● ●
EP-101 FIRST FLOOR ELECTRICAL POWER PLAN BAE ● ● ● ●
EP-102 SECOND FLOOR ELECTRICAL POWER PLAN BAE ● ● ●
EP-103 GROUND FLOOR ELECTRICAL HVAC POWER PLAN BAE ● ● ●
EP-104 FIRST FLOOR ELECTRICAL HVAC POWER PLAN BAE ● ● ●
EP-105 ATTIC FLOOR ELECTRICAL HVAC POWER PLAN BAE ● ● ●
EL-100 GROUND FLOOR LIGHTING PLAN BAE ● ● ●
EL-101 FIRST FLOOR LIGHTING PLAN BAE ● ● ●
EL-102 ATTIC FLOOR LIGHTING PLAN BAE ● ● ●
ESL-100 ELECTRICAL SITE LIGHTING PLAN BAE ● ●
EF-100 GROUND FLOOR ELECTRICAL FIRE ALARM PLAN BAE ● ● ●
EF-101 FIRST FLOOR ELECTRICAL FIRE ALARM PLAN BAE ● ● ●
EN-100 ELECTRICAL GROUND FLOOR NURSE CALL PLAN BAE ● ●
EN-101 ELECTRICAL FIRST FLOOR NURSE CALL PLAN BAE ● ●
ET-100 GROUND FLOOR COMMUNICATION AND TECHNOLOGY PLAN BAE ● ● ●
ET-101 FIRST FLOOR COMMUNICATION AND TECHNOLOGY PLAN BAE ● ● ●
E-501 ELECTRICAL ONE-LINE DIAGRAM BAE ● ● ●
E-502 MISCELLANEOUS RISER BLOCK DIAGRAM BAE ●
E-701 ELECTRICAL PANEL SCHEDULES BAE ● ● ● ●
E-702 LIGHTING FIXTURE SCHEDULE AND ELECTRICAL PANEL SCHEDULE BAE ● ● ● ●
E-703 MOTOR AND EQUIPMENT SCHEDULE BAE ●
E-801 ELECTRICAL DETAIL BAE ● ● ●
T-801 DATA DETAIL BAE ● ● ●
SHEET
NUMBER SHEET NAME
Designed By 35% 50% 95% 100%
GENERAL
G-000 COVER SHEET BAE ● ● ● ●
G-001 SHEET INDEX AND PROJECT DATA BAE ● ● ● ●
G-002 GENERAL NOTES AND STANDARD MOUNTING HEIGHTS BAE ● ●
G-003 GENERAL NOTES & DEDUCTIVE ALTERNATES SUMMARY BAE ●
G-100 GROUND FLOOR LIFE SAFETY PLAN BAE ● ● ● ●
G-101 FIRST FLOOR LIFE SAFETY PLAN BAE ● ● ● ●
G-400 INFECTION CONTROL NOTES & DETAILS BAE ● ●
G-401A GROUND FLOOR - INFECTION CONTROL PLAN - PHASE 1 BAE ● ●
G-401B GROUND FLOOR - INFECTION CONTROL PLAN - PHASE 2 BAE ● ●
G-402 FIRST FLOOR - INFECTION CONTROL PLAN BAE ● ●
G-500 GROUND FLOOR - PHASING PLAN BAE ● ●
G-501 FIRST FLOOR - PHASING PLAN BAE ● ●
HA-100 GROUND FLOOR HAZARDOUS MATERIALS PLAN 1SOURCE ● ● ●
HA-101 FIRST FLOOR HAZARDOUS MATERIALS PLAN 1SOURCE ● ● ●
CIVIL
C-101 EXISTING CONDITIONS AND DEMOLITION PLAN PTE ● ● ●
C-102 LAYOUT PLAN PTE ● ● ●
C-103 GRADING AND UTILITY PLAN PTE ● ● ●
C-501 CONSTRUCTION DETAILS PTE ● ● ●
STRUCTURAL
S-010 STRUCTURAL GENERAL NOTES JWA ●
S-100 STRUCTURAL PLANS AND DETAILS JWA ●
ARCHITECTURAL
A-001 ARCHITECTURAL ABBREVIATIONS, SYMBOLS & MATERIAL INDICATIONS BAE ● ● ●
AD-100 GROUND FLOOR DEMOLITION ARCHITECTURAL PLAN BAE ● ● ● ●
AD-101 FIRST FLOOR DEMOLITION ARCHITECTURAL PLAN BAE ● ● ● ●
AD-130 GROUND FLOOR DEMOLITION REFLECTED CEILING PLAN BAE ● ● ●
AD-130A GROUND FLOOR ABOVE CEILING DEMOLITION PLASTER PLAN BAE ● ● ●
AD-131 FIRST FLOOR DEMOLITION REFLECTED CEILING PLAN BAE ● ● ●
AD-131A FIRST FLOOR ABOVE CEILING DEMOLITION PLASTER PLAN BAE ● ● ●
AD-301 DEMOLITION ARCHITECTURAL SECTIONS BAE ● ● ● ●
A-010 GROUND FLOOR GENERAL ARRANGEMENT PLAN BAE ● ● ● ●
A-011 FIRST FLOOR GENERAL ARRANGEMENT PLAN BAE ● ● ● ●
A-100.1 GROUND FLOOR ARCHITECTURAL PLAN A BAE ● ● ●
A-100.2 GROUND FLOOR ARCHITECTURAL PLAN B BAE ● ● ●
A-101.1 FIRST FLOOR ARCHITECTURAL PLAN A BAE ● ● ●
A-101.2 FIRST FLOOR ARCHITECTURAL PLAN B BAE ● ● ●
A-102 SECOND FLOOR ARCHITECTURAL PLAN BAE ● ● ● ●
A-103 ATTIC ARCHITECTURAL PLAN BAE ● ● ●
A-120.1 GROUND FLOOR EQUIPMENT PLAN ZONE A BAE ● ● ●
A-120.2 GROUND FLOOR EQUIPMENT PLAN ZONE B BAE ● ● ●
A-121.1 FIRST FLOOR EQUIPMENT PLAN ZONE A BAE ● ● ●
A-121.2 FIRST FLOOR EQUIPMENT PLAN ZONE B BAE ● ● ●
A-130.1 GROUND FLOOR REFLECTED CEILING PLAN ZONE A BAE ● ● ●
A-130.2 GROUND FLOOR REFLECTED CEILING PLAN ZONE B BAE ●
A-131.1 FIRST FLOOR REFLECTED CEILING PLAN ZONE A BAE ● ● ●
A-131.2 FIRST FLOOR REFLECTED CEILING PLAN ZONE B BAE ●
A-150 REFLECTED CEILING PLAN DETAILS BAE ● ●
A-201 EXTERIOR ELEVATIONS BAE ● ● ● ●
A-202 EXTERIOR ELEVATIONS BAE ●
A-301 SECTIONS BAE ● ● ● ●
A-302 SECTIONS BAE ● ●
A-303 SECTIONS BAE ●
A-320 GROUND FLOOR VESTIBULE PLANS BAE ● ●
A-321 GROUND FLOOR VESTIBULE SECTIONS BAE ●
A-322 GROUND FLOOR VESTIBULE DETAILS BAE ●
A-401 ENLARGED TOILET PLANS BAE ● ● ●
A-402 TOILET INTERIOR ELEVATIONS BAE ●
A-403 TOILET INTERIOR ELEVATIONS BAE ●
A-404 TOILET INTERIOR ELEVATIONS BAE ●
A-421 INTERIOR ELEVATIONS BAE ● ● ● ●
A-422 INTERIOR ELEVATIONS BAE ● ●
A-501 PARTITION TYPES BAE ● ● ●
A-520 MILLWORK DETAILS BAE ● ●
A-521 MILLWORK DETAILS BAE ● ●
A-601 DOOR SCHEDULE AND DETAILS BAE ● ● ●
A-621 EQUIPMENT SCHEDULE BAE ● ● ● ●
I-300.1 GROUND FLOOR - PARTIAL SIGNAGE PLAN A BAE ●
I-300.2 GROUND FLOOR - PARTIAL SIGNAGE PLAN B BAE ●
I-301.1 FIRST FLOOR - PARTIAL SIGNAGE PLAN A BAE ●
I-301.2 FIRST FLOOR - PARTIAL SIGNAGE PLAN B BAE ●
I-310 SIGN TYPES BAE ● ●
I-311 SIGN TYPES BAE ● ●
I-600 GROUND FLOOR FINISH PLAN BAE ● ●
I-601 FIRST FLOOR FINISH PLAN BAE ● ●
I-602 FINISH SCHEDULE AND LEGEND BAE ● ● ●
FIRE PROTECTION
FPD-100 GROUND FLOOR DEMOLITION FIRE PROTECTION PLAN BAE ● ● ●
FPD-101 FIRST FLOOR DEMOLITION FIRE PROTECTION PLAN BAE ● ● ●
FP-100 GROUND FLOOR FIRE PROTECTION PLAN BAE ● ● ●
FP-101 FIRST FLOOR FIRE PROTECTION PLAN BAE ● ● ●
PLUMBING
PD-100U.1 UNDERGROUND DEMOLITION PLUMBING PLAN ZONE A BAE ● ● ●
PD-100U.2 UNDERGROUND DEMOLITION PLUMBING PLAN ZONE B BAE ● ● ●
PD-100.1 GROUND FLOOR DEMOLITION DOMESTIC WATER PLUMBING PLAN ZONE A BAE ● ● ●
PD-100.2 GROUND FLOOR DEMOLITION DOMESTIC WATER PLUMBING PLAN ZONE B BAE ● ● ●
PD-100.3 GROUND FLOOR DEMOLITION SANITARY PLUMBING PLAN ZONE A BAE ● ● ●
PD-100.4 GROUND FLOOR DEMOLITION SANITARY PLUMBING PLAN ZONE B BAE ● ● ●
PD-101.1 FIRST FLOOR DEMOLITION DOMESTIC WATER PLUMBING PLAN BAE ● ● ●
PD-101.2 FIRST FLOOR DEMOLITION DOMESTIC WATER PLUMBING PLAN ZONE B BAE ● ● ●
PD-101.3 FIRST FLOOR DEMOLITION SANITARY PLUMBING PLAN ZONE A BAE ● ● ●
PD-101.4 FIRST FLOOR DEMOLITION SANITARY PLUMBING PLAN ZONE B BAE ● ● ●
P-100U.1 UNDERGROUND PLUMBING PLAN ZONE A BAE ● ● ●
PENNTERRA ENGINEERING INC.
3904 B ABEL DRIVE
COLUMBIA, PA 17512
P: (717) 522-5031 F: (717) 522-5046
1SOURCE SAFETY AND HEALTH, INC
140 SOUTH VILLAGE AVE
SUITE 130
EXTON, PA 19341
P: 610-524-5525
OWNER
COST ESTIMATOR
INTERIORS
HAZARDOUS MATERIALS
SCHEMATIC DESIGN SUBMISSION 10-14-2016
50% DESIGN DEVELOPMENT SUBMISSION 12-08-2016
95% DESIGN DEVELOPMENT SUBMISSION 01-23-2017
LC LC
LC
LC
LC
LC
LC
& TYPE A
ACCESSIBLE WATER CLOSET
TYPE A
NOTES:
1. MOUNTING DIMENSIONS SHOW ACCESSIBLE AND NON-ACCESSIBLE CONDITIONS. WHEN ONLY ONE OPTION IS SHOWN - ALL ITEMS IN PROJECT SHALL BE ACCESSIBLE. WHEN ITEMS CAN
BE ACCESSIBLE OR NON ACCESSIBLE DRAWINGS SHALL INDICATE LOCATION OF ACCESSIBLE ITEMS BY THIS SYMBOL:
2. COORDINATE ITEMS SHOWN ON THIS DRAWING WITH PLANS AND SPECIFICATIONS FOR ACTUAL ITEMS USED ON THIS PROJECT.
EVERY ITEM SHOWN ON THIS DRAWING MAY NOT BE USED ON THIS PROJECT.
TYPE B
S O
A P
D
IS
H
TO
W
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B A
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H O
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IN
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Accessible Single-Occupancy Toilet Room Minimum Clearances
U
TI
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TY
S H
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LF
W A
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M
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W / O
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NOTE:
IN-SWINGING DOOR CANNOT
INFRINGE ON THE MINIMUM
AREA
TO ACCOMMODATE A PERSON
IN A WHEEL CHAIR (ANSI 603.2.3)
BUT MAY SWING INTO THE
REQUIRED TURNING AREA.
MINIMUM AREA (30" x 48") TO
ACCOMMODATE A PERSON
IN A WHEEL CHAIR (ANSI
603.2.3)
TURNING
AREA
(304 ANSI)
M O
TO
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S A
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TY
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IN
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S
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IF
IC
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M
IN
IF
IC
E
MOUNTING DIMENSIONS (NOTE: THIS IS A "UNIVERSAL SHEET", ITEMS SHOWN MAY NOT ALL BE APPLICABLE TO THIS PROJECT)
IS
O
LA
TE
D G
R O
U N
D P
A N
E
LS
H A
N D
R A
IL
C U
P D
IS
P
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S E
R
COIN SLOT
ROBE HOOK,
CENTER ON
DOOR
INSULATE PIPES
36" GRAB BAR, PROVIDE
1/8" MIN FROM WALL TO
FACE OF ESCUTCHEON
42" LONG GRAB
BAR AT ALL
ACCESSIBLE UNITS
RECESSED
TOILET
PAPER
HOLDER
TOILET
GRAB BAR, PROVIDE
1/8" MIN FROM WALL
TO
FACE OF ESCUTCHEON
RECESSED
TOILET
PAPER
HOLDER
TOILET
PROVIDE BLOCKING FOR
FUTURE GRAB BARS IN
ALL
ADAPT. UNIT BATHROOMS.
FORWARD &
PARALLEL
APPROACH
FORWARD
APPROACH
TOILET
FRONT
OF W.C.
FRONT
OF W.C.
FLOOR
DESIGNATION
(BOTH JAMBS)
CALL
BUTTONS
TOWEL BAR,
CENTER ABOVE
TOILET, MOUNT
AT
48" A.F.F.
GRAB BAR, PROVIDE
1/8" MIN FROM WALL
TO
FACE OF ESCUTCHEON
RECESSED
TOILET
PAPER
HOLDER
PROVIDE BLOCKING FOR
FUTURE GRAB BARS IN
ALL
ADAPT. UNIT BATHROOMS.
COUNTER
FI
R
E H
O S
E
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TI
N
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IS
H
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C O
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IN
A
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IN
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B
IN
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A
B
BA
M
IN
IF
IC
E
M A
X
IF
IC
E
7'-1" MIN. W/ 20" W. SINK
M
IN
. C
LE
A R
42"
MIN. CLEAR
18" (4.17.1)
32"
MIN. CLEAR
" 36
" 48
1'-3"
PREFERRED
6' -8
" T O
B / O
F D
E V
IC
E
P E
R N
FP
A
6' -8
" T O
B
O F
C
LO
C K
EQ. EQ.
4' -0
M E
N
" W
O M
E N
4"
18"
MIN.
" 72
" M
IN
M A
X
24" MAX - 15" MIN
LA
V 29
M
IN 34
M A
X
" T O
18" MIN
8" MIN
36" MIN
CLEAR
" M
A X
" M
A X
6"
18"
7"-9"
12" MAX 42"
MIN
39"-41"
M
IN
" M
IN
" M
A X
60" MIN.
CLEAR
18"
" M
IN
60" MIN.
CLEAR
18"18"
" M
IN
. W
/L A
V
6"
18"
24" OR 36"
" M
IN
" M
A X
12" MAX 42"
MIN
7"-9"
18"15"
MIN
60" MIN.
CLEAR
48" MIN
" M
IN
W /L
A V
M
FG
S
TA
N D
M
FG
S
TA
N D
U .O
.N
6" 36"
18"
7"-9"
4"
" M
A X
20"
M
IN
42" 12" 39"-41"
6" 36"
18"
7"-9"
4"
" M
A X
20"
M
IN
42" 12" 39"-41"
" 33
6" 36"
18"
3' -1
"5" MAX
" M
IN
" 60
12" MAX 18" OR 42"
MIN
24" OR 36"
4' -0
B
E H
IN
D
T
LT
18"
8"
" M
IN
" M
A X
TO
P
O F
C A
B
N U
R S
E C
A
LL
C O
R R
ID
O
R L
IG
H
T
EQ EQ
5"
N U
R S
E C
A
LL
C O
R R
ID
O
R
LI
G H
T
(>8'-0"+ CEILING
LOCATION)
(<8'-0" CEILING
LOCATION)
6"
ALIGN
R E
FE
R
T O
S C
H E
D U
LE
N
U R
S E
C A
LL
P
U
LL
S
TA
TI
O
N
MAX.
32" O.C.
N U
R S
E C
A
LL
S
TA
FF
T
E R
M
IN
A L
N U
R S
E C
A
LL
D U
TY
S
TA
TI
O N
N U
R S
E C
A
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S
TA
FF
R
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IS
TR
A
TI
O N
S
TA
TI
O
N
SPECIAL SAFETY NOTICEGENERAL NOTES TO CONTRACTOR(S)
SPECIAL NOTES
THE USE OF THESE DRAWINGS BY THE VA OR ANY CONTRACTOR, SUBCONTRACTOR,
BUILDER, TRADESMAN OR WORKMAN SHALL CONSTITUTE A HOLD HARMLESS AGREEMENT
BETWEEN THE DRAWING USER, THE VA, THE ARCHITECT, AND THE ENGINEERS.
THE USER SHALL IN FACT AGREE TO HOLD THE ARCHITECT AND ENGINEERS HARMLESS
FOR ANY RESPONSIBILITY IN REGARD TO THE CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES & FOR ANY SAFETY PRECAUTIONS OR
PROGRAMS IN CONNECTION WITH THE WORK. FURTHER, THE ARCHITECT AND ENGINEERS
SHALL BE HELD HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO ANY COSTS OR
PROBLEMS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTR., BUILDER,
TRADESMAN, MATERIALS SUPPLIER, OR WORKMAN, OR FOR THEIR FAILURE TO COMPLY WITH
AND ADHERE TO THESE PLANS AND SPECIFICATIONS.
THE USE OF THESE PLANS IN OBTAINING THE BUILDING APPROVAL SHALL CONSTITUTE THE
ACCEPTANCE AND APPROVAL OF ALL REQUIREMENTS CONTAINED THEREIN.
ALL CONTRACTORS, SUBCONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS
PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE OF THEIR ACTIVITY BE
RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS ALL OTHERS AND SHALL
BE RESPONSIBLE FOR THE CARE OF THE PROPERTY.
EACH CONTRACTOR OR SUBCONTRACTOR, AS REPRESENTATIVES OF THEIR EMPLOYEES,
SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO
ACCOMPLISH THEIR WORK ARE SAFE AND MEET ALL REGULATIONS OF THE OCCUPATIONAL
SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS, INCLUDING ALL OF THE VA'S
REQUIREMENTS AND PROTOCOLS. THE BEGINNING OF WORK BY A CONTRACTOR OR
SUBCONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY
IF UNSATISFIED, THE CONTRACTOR OR SUBCONTRACTOR SHALL INDICATE THE ACTIONS
AND/OR DEVICES NECESSARY TO RENDER THE JOB-SITE SAFE. IF THE WORK OF OTHER
PARTIES IS, UPON INSPECTION, FOUND AT ANY TIME TO BE UNSAFE THE CONTRACTOR OR
SUBCONTRACTOR SHALL IMMEDIATELY STOP ALL WORK AND NOTIFY THE GENERAL
CONTRACTOR, WHO IN TURN SHALL NOTIFY THE VA/COR. THE BID SUBMISSIONS
AND BEGINNING OF WORK SHALL INDICATE ACKNOWLEDGMENT AND ACCEPTANCE OF
A. ALL WORK SHALL BE COMPLETED ACCORDING TO ALL PUBLISHED APPLICABLE LOCAL STATE FEDERAL AND
NATIONAL CODES, ORDINANCES, AND REGULATIONS ALONG WITH ALL VA REQUIREMENTS.
B. EACH CONTRACTOR SHALL HAVE PUBLIC LIABILITY, PROPERTY DAMAGE, WORKMAN'S COMPENSATION, AND ALL OTHER INSURANCE AS REQUIRED BY THE CONTRACT DOCUMENTS. CONSULT VA FOR EXACT COVERAGE REQUIRED.
C. EACH CONTRACTOR SHALL COORDINATE WITH ALL OTHER CONTRACTORS AND CHECK, PRIOR TO COMMENCEMENT OF WORK, FOR SPACE REQUIREMENTS WITH ALL OTHER TRADES, AND COORDINATE THESE
D. RELOCATION OF DUCTS, PIPING, CONDUIT, ELECTRICAL BOXES WHICH MAY ALTER THE ARCHITECTURAL OR
STRUCTURAL CONSTRUCTION MUST BE APPROVED BY THE COR, PRIOR TO RELOCATION.
E. MECHANICAL CONTRACT DRAWINGS SHALL BE TAKEN IN A SENSE AS DIAGRAMMATIC. SIZE & MEANS OF RUNNING PIPING ARE SHOWN BUT IT IS NOT INTENDED TO SHOW EVERY FITTING AND OFFSET, NOR EVERY STRUCTURAL DIFFICULTY THAT CAN BE ENCOUNTERED DURING THE INSTALLATION OF THE WORK.
F. EXAMINATION OF THE DRAWINGS, SPECIFICATIONS AND SITE: BEFORE SUBMITTING A BID, THE BIDDERS SHALL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS SO AS TO BE THOROUGHLY FAMILIAR WITH ALL THE REQUIREMENTS. THE BIDDER SHALL VISIT THE SITE OF THE WORK TO BECOME ACQUAINTED WITH ALL THE CONDITIONS AFFECTING THE CONTRACT, OBSTACLES WHICH MAY BE ENCOUNTERED AND ALL OTHER
CONDITIONS RELATIVE TO THE WORK TO BE PERFORMED: ALONG WITH ANY OBSTACLES WHICH
THE BIDDER COULD HAVE DISCOVERED OR REASONABLY ANTICIPATED PRIOR TO THE BUILDING. SHOULD ANY DISCREPANCIES, ERRORS, CONFLICT OR ITEMS NEEDING CLARIFICATION BE DISCOVERED IN THE PLANS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE VA/CO PRIOR TO SUBMITTING A BID AND BEFORE STARTING
G. CONTRACTOR'S SUPERVISION: EACH CONTRACTOR SHALL MAINTAIN A COMPETENT FOREMAN OR DIRECT REPRESENTATIVE ON THE JOB AT ALL TIMES. THE CONTRACTOR SHALL COOPERATE WITH THE SUPERINTENDENT AND FOREMEN OF OTHER TRADES IN ORDER THAT THERE MAY NOT BE A DELAY IN THE ERECTION AND
REQUIREMENTS WITH THE VA/COR FOR APPROVAL.
COMPLETION OF THE PROJECT.
FOR ACCIDENTS, INJURIES, AND/OR DAMAGES.
THESE REQUIREMENTS.
Project Number
P lo t D at e: Date
Location
ARCHITECTS + ENGINEERS: Drawing Title:
Approved: Project Director
Project Title
Checked Drawn
Drawing Number
Building Number
Date:Revisions:
VA FORM 08-6231 1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot on e qu a rte r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu a rte rs in ch o ne fo ot on e in ch o ne fo ot on e a nd o ne h a lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
6"
COATESVILLE, PENNSYLVANIA
Fi le
ISSUED FOR BID - NOT FOR CONSTRUCTION
F
G
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7/
1:
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A M
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-1
6-
4_ C oa ts vi lle
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N
TR
A L_
D B ib bs
.rv t
GENERAL NOTES AND STANDARD MOUNTING
HEIGHTS
G-002
542-16-114
PK
COATESVILLE VAMC
RENOVATE BUILDING 2 WEST
10-13-2017
DTB95% DESIGN DEVELOPMENT SUBMISSION 01-23-2017
lo t D at e: Date
Location
ARCHITECTS + ENGINEERS: Drawing Title:
Approved: Project Director
Project Title
Checked Drawn
Drawing Number
Building Number
Date:Revisions:
VA FORM 08-6231 1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot on e qu a rte r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu a rte rs in ch o ne fo ot on e in ch o ne fo ot on e a nd o ne h a lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
6"
COATESVILLE, PENNSYLVANIA
Fi le
ISSUED FOR BID - NOT FOR CONSTRUCTION
F
G
/2
7/
1:
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GENERAL NOTES & DEDUCTIVE ALTERNATES
SUMMARY
G-003
542-16-114
PK
COATESVILLE VAMC
RENOVATE BUILDING 2 WEST
10-13-2017
DTB
OCCUPIED AREA & AFTER HOURS PROTECTION PROTOCOLS
THE BASIS OF DESIGN (BOD) PROTOCOLS APPLY TO ALL SPECIFIED
EQUIPMENT, CONSTRUCTION MATERIALS INDICATED AND ALL ASSEMBLY
DETAILS CONTAINED WITHIN THE DRAWINGS / DOCUMENTS OR AS
SPECIFICALLY REFERENCED BY SAME. SPECIAL ATTENTION NEEDS TO
BE PAID TO EQUIPMENT AND MATERIAL PERFORMANCE CHARACTERISTICS
ALONG WITH ALL DIMENSIONAL LOGISTICS FEATURES THAT AFFECT SIZE,
PLACEMENT, REQUIRED CLEARANCES, SPACING, SERVICE ACCESS,
DETAILING, CONNECTION VARIANCES, UTILITIES IMPACTS, WEIGHT,
FINISHING (IF REQUIRED), AVAILABILITY, ETC., ALL OF WHICH WOULD NEED
TO BE IDENTIFIED TO THE VA/COR AND ALL AFFECTED SUBCONTRACTORS
ALONG WITH BEING FULLY COORDINATED BY THE PRIME CONTRACTOR IF
DIFFERENT FROM THE BID / CONSTRUCTION DOCUMENTS.
BASIS OF DESIGN COMPLIANCE:
1. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND CERTIFY
THAT THE CHARACTERISTICS OF THE EQUIPMENT OR MATERIAL
HE/SHE WILL BE SUBMITTING FOR REVIEW MEETS OR EXCEEDS
THE CAPACITY AND DUTY REQUIREMENTS AS SPECIFIED IN ANY
OF THE “BASIS OF DESIGN” SPECIFICATIONS.
2. IF THE EQUIPMENT OR MATERIAL BEING SUBMITTED FOR REVIEW
WILL REQUIRE THAT MODIFICATIONS NEED TO BE MADE, TO THE
WORK OF THE PROVIDING CONTRACTOR, THE WORK OF OTHER
CONTRACTORS, OR THE WORK OF THE VA THE SUBMITTING
CONTRACTOR SHALL BE FULLY RESPONSIBLE TO ADVISE/INFORM
THE PRIME CONTRACTOR OF ANY AND ALL SUCH NECESSARY
IMPACTS AND POSSIBLE DELAYS AND/OR COSTS AS A PART OF
THEIR BID AND CONSTRUCTION SCOPE OF WORK
RESPONSIBILITIES.
3. THE SUBMITTING CONTRACTOR WILL BE FULLY RESPONSIBLE TO
COORDINATE ALL DEVIATIONS FROM THE “BASIS OF DESIGN”
INTENT WITH THE GENERAL CONTRACTOR AND ALL AFFECTED
SUB-CONTRACTORS. THE FINAL INSTALLATION SHALL NOT
COMPROMISE ANY OF THE “BASIS OF DESIGN” PERFORMANCE
CHARACTERISTICS NOR SHALL IT ENCUMBER ANY OF THE
DESIGN LAYOUT LOGISTICAL NECESSITIES.
4. THE FINAL INSTALLATION SHALL ALSO COMPLY WITH ALL
APPLICABLE BUILDING CODES, REGULATIONS, VA
REQUIREMENTS PLUS ALLOW THE EQUIPMENT AND/OR
MATERIALS TO FUNCTION PROPERLY AND SAFELY.
5. ALL MATERIALS OR EQUIPMENT EQUIVALENT SUBSTITUTIONS
SHALL BE PROVIDED ON A CONTRACTOR PREPARED ITEMIZED
LISTING PER SUBSTITUTION WITH A FULL AND DETAILED
DESCRIPTION OF ALL SPECIFICATIONS AND KNOWN DEVIATIONS
FROM THE ORIGINAL BOD.
6. THE PRIME/GENERAL CONTRACTOR SHALL NOTIFY AND
COORDINATE WITH THE VA/COR AT THE BEGINNING OF THE
PROJECT, ALL SUCH KNOWN DEVIATIONS AND IMPACTS FROM
THE SPECIFIC BASIS OF DESIGN SPECIFICATIONS BEFORE
STARTING THE PROJECT AND/OR THE SHOP DRAWING
SUBMITTALS.
7. IF ANY UNKNOWN DEVIATIONS FROM THE BOD REQUIREMENTS
SURFACE DURING THE CONSTRUCTION PHASE, NOTIFY THE
VA/COR IMMEDIATELY AND IDENTIFY ALL IMPACTS FOR THE
VA/COR'S EVALUATION AND POSSIBLE AUTHORIZATION.
8. IDENTIFY, VERIFY, COORDINATE AND SOLVE ALL IMPACTS TO
BUILDING STRUCTURE, SURROUNDING ELEMENTS, AND SYSTEMS
RESULTING FROM WEIGHT DIFFERENTIALS, REVISED LOADING
CHARACTERISTICS, CONNECTION/MOUNTING VARIANCES,
INSTALLATION CONFLICTS, DETAILING MODIFICATIONS, TIME
DELAYS, ETC. CAUSED BY A BOD EQUIVALENT SUBSTITUTION.
WHEN PERFORMING WORK (DEMOLITION OR NEW) IN OCCUPIED SPACES, THE FOLLOWING
PROTECTION PROTOCOLS WILL BE FOLLOWED ON A DAILY BASIS UNLESS MODIFIED IN
WRITING BY THE VA/COR ON A CASE BY CASE BASIS:
CAREFULLY MOVE/RELOCATE ANY SIGNAGE, WALL HUNG ITEMS, BLINDS, CURTAINS, ETC.
THAT ARE IN THE AREA/ZONE WHERE THE WORK IS TO BE ACCOMPLISHED AND IN DANGER
OF BEING DAMAGED BY THE PERFORMANCE OF THE WORK, INCLUDING DAMAGE THAT CAN
BE CAUSED BY FALLING OBJECTS, DUST OR MOISTURE NOTE: THIS ALSO APPLIES TO THE
DIRECT ACCESS ROUTE THRU THE OCCUPIED AREA TO AND FROM THE ACTUAL WORK
AREA/ZONE. NOTE: THE VA WILL BE RESPONSIBLE TO MOVE/RELOCATE ANY FURNITURE,
EQUIPMENT, BOXES, FILES, USER BELONGINGS, ETC. THAT WOULD BE IN THE AREA OF
WORK AND OBSTRUCT/INTERFERE WITH THE PERFORMANCE OF THE CONTRACTOR'S
WORK. COORDINATE ALL REQUIRED VA RELOCATIONS WITH VA/COR.
CAREFULLY PROVIDE FULL PROTECTIVE DUST, MOISTURE AND DAMAGE PREVENTION
BARRIERS/COVERS FOR ALL SUCH ITEMS ADDRESSED ABOVE INCLUDING THE ADDITIONAL
PROTECTION OF ALL WALL SURFACES/FINISHES, WINDOWS/GLAZING, DOORS, FRAMES,
HARDWARE, CARPETING, FLOOR COVERINGS, WALL BASE, CEILING CONSTRUCTION, TILE,
GRID, WALL ANGLES, LIGHT FIXTURES, DIFFUSERS, GRILLES, ETC.
FLOOR FINISHES SHALL BE PROTECTED THROUGHOUT THE AREA WITH A 6 MIL HEAVY DUTY
REINFORCED POLY SHEETING (VISQUEEN) TEMPORARY TARPAULIN(S)/DROP CLOTH(S) AS A
MINIMUM FOR DUST, MOISTURE AND VERY LIGHT FOOT TRAFFIC PROTECTION
ALL MAIN TRAFFIC AREAS TO AND FROM ALONG WITH INSIDE THE WORK ZONE/AREAS
SHALL HAVE ADDITIONAL PROTECTION PROVIDED OVER THE 6 MIL HEAVY DUTY
REINFORCED POLY SHEETING (VISQUEEN), IN THE FORM OF FULL SHEETS OF 3/16“
TEMPERED HARDBOARD (MASONITE) 4'X8' PANELS. ALL MASONITE PANELS SHALL BE
FIRMLY HELD TOGETHER AND SECURED IN PLACE VIA THE USE OF AN INDUSTRY APPROVED
2” HEAVY DUTY CONSTRUCTION ADHESIVE TAPE, INTENDED FOR THIS APPLICATION NOTE:
ALL BOARD TO BOARD JOINTS WILL BE FULLY TAPED THE LENGTH OF THE JOINT AND ALL
BOARD TO VISQUEEN JOINTS WILL BE TAPED AT 4' ON CENTER WITH A MINIMUM 8” LENGTH
OF TAPE. PAINTERS TAPE AND/OR MASKING TAPE ARE NOT CONSIDERED EQUIVALENTS TO
THE HD CONSTRUCTION ADHESIVE TAPE BEING SPECIFIED.
CONSTRUCT A TEMPORARY FULL HEIGHT, FULLY SEALED, CONTAINMENT ENCLOSURE
AROUND ALL CONSTRUCTION AREAS/ZONES IN ORDER TO CONTAIN AS MUCH DUST AND
DEBRIS AS POSSIBLE DURING THE PERFORMANCE OF ANY DEMOLITION, CONSTRUCTION
AND CLEAN-UP WORK
THE TEMPORARY FULL HEIGHT CONTAINMENT ENCLOSURES SHOULD BE CONSTRUCTED OF
A MINIMUM 6 MIL HEAVY DUTY REINFORCED POLY SHEETING (VISQUEEN) WITH THE USE OF
THE APPROPRIATE TELESCOPICALLY ADJUSTABLE ALUMINUM OR METAL VERTICAL SPRING
LOADED SUPPORT STUDS/POLES. FULL HEIGHT FOAM PADDED RAILS, PRESSURE FIT AT ALL
PERIMETER WALL/PARTITION CONNECTION CONDITIONS ARE TO BE UTILIZED IN ORDER TO
MINIMIZE THE USE OF TAPE SEALS ON ALL FINISHED WALL SURFACES
WHEN ALL WORK IS COMPLETED FOR THE PREARRANGED SPECIFIC LOCATION(S),
SCHEDULED TASKING AND IDENTIFIED PERIOD OF TIME THE ENTIRE AREA IS TO BE FULLY
CLEANED-UP, ALL TEMPORARY CONTAINMENT ENCLOSURES AND PROTECTION REMOVED.
NOTE: FULLY CLEANED-UP MEANS COMMERCIALLY VACUUM CLEANED WITH ALL SURFACES
BEING FULLY WIPED DOWN AND DUST FREE AS ACCEPTED PRIOR TO THE CONTRACTORS
WORK
ALL SPACES WILL BE RETURNED TO THE USER, BY THE CONTRACTOR, AS A COMMERCIALLY
CLEAN ENVIRONMENT WITH ALL OPEN CONSTRUCTION SURFACES SEALED WITH
TEMPORARY CONSTRUCTION MATERIALS INCLUDING THE USE OF 6 MIL HEAVY DUTY
REINFORCED POLY SHEETING (VISQUEEN), IN ORDER TO AVOID DUST PARTICLES FROM THE
CONSTRUCTION AREA MIGRATING INTO THE OCCUPIED USERS AREA/SPACE/ROOM(S)
UNLESS DIRECTLY SPECIFIED AND CONFIRMED BY THE VA/COR, ALL TEMPORARY
PROTECTION AND ENCLOSURES ARE TO BE SET-UP AND KNOCKED-DOWN ON A DAILY BASIS
SUCH THAT THE USERS OF THE OCCUPIED AREAS ARE NOT TO BE INCONVENIENCED AND
PREVENTED FROM FUNCTIONING WITHIN THEIR SPACE/AREA/ROOM(S) DURING THEIR
NORMAL BUSINESS HOURS OF OPERATION
BASIS OF DESIGN (BOD) PROTOCOLS
1.
2.
3.
4.
5.
6.
7.
8.
9.
100% CONSTRUCTION DOCUMENTS 09-14-2017
ISSUED FOR BID 10-13-2017
DEDUCTIVE ALTERNATES SUMMARY
ALT 1.
ALT 2.
ALT 3.
ALT 4.
DELETE LANDSCAPING AT NEW VESTIBULE.
Remove any landscaping shown on the drawings and called for in the specifications in its entirety.
DELETE NURSE CALL SYSTEM.
Remove the nurse call system as shown on the drawings and called for in the specifications in its entirety.
DELETE TRANSPORTATION OFFICE.
Remove any and all work associated with the transportation area located on the ground floor as shown on the drawings in its entirety.
DELETE FIRST FLOOR EXAM ROOMS.
Remove any and all new work associated with the construction of PACT Teamlet in the northwest wing of the First Floor as shown on the drawings; area is comprised of Patient Hallway C105, Staff Work Area 120, Quiet Room 120A, Exam Rooms 121, 123 and 124 and, Exam Toilet 123A. Contractor shall provide demolition of area as shown in the demolition drawings, and shall provide a one-hour rated finished barrier with rated door to separate the area from finished occupied spaces.
Contractor shall complete all work required to construct IT Closet 122 and render it operational for areas outside of the alternate area.
UP
1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 25 26 27 28 2923 24 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46
S
A
B
C
D
E
F
G
H J
K
L
M
N
O
P
Q
R
STORAGE
B23D
EMERGENCY
DISPENSING
B23A
SECURE
CORRIDOR
B23
ACTIVE
STORAGE
B23B
STOCK
CLERK
B23C
STAFF
COAT
LOCKERS
B25
OFFICE
B26E OFFICE
B26F
OFFICE
B26C SECRETARY
B26
OFFICE
B26A
CRASH
CART
SERVICE
STORAGE
B26B
STAIR
B29
WOMEN'S
TOILET
B28
MEN'S
TOILET
B27
ELECTRICAL
EQUIPMENT
ROOM
B24
STORAGE
B26D
TRANSFORMER
VAULT
B32
CLOSET
B31
ELECTRICAL
PANELS
B29A
ENTRY
PANELS
B33
CONFERENCE
B20
ROOM
B21
ROOM
B22
STAFF
LOUNGE
B30
STAIR
B37
MECHANICAL
ROOM
B34A
MECHANICAL
ROOM
B34B
STAIR
B34
EXAM
B16
CONSULTATION
B12
OFFICE
B40
OFFICE
B41
OFFICE
B42
VESTIBULE
B07
STORAGE
B23D
EMERGENCY
DISPENSING
B23A
SECURE
CORRIDOR
B23
ACTIVE
STORAGE
B23B
STOCK
CLERK
B23C
STAFF
COAT
LOCKERS
B25
OFFICE
B26E OFFICE
B26F
OFFICE
B26C SECRETARY
B26
OFFICE
B26A
CRASH
CART
SERVICE
STORAGE
B26B
STAIR
B29
WOMEN'S
TOILET
B28
MEN'S
TOILET
B27
ELECTRICAL
EQUIPMENT
ROOM
B24
STORAGE
B26D
TRANSFORMER
VAULT
B32
CLOSET
B31
ELECTRICAL
PANELS
B29A
ENTRY
PANELS
B33
CONFERENCE
B20
ROOM
B21
ROOM
B22
STAFF
LOUNGE
B30
STAIR
B37
MECHANICAL
ROOM
B34A
MECHANICAL
ROOM
B34B
STAIR
B34
SUPPLY
B11B
STAFF
LOUNGE
B11
STAFF
WORK
AREA
B18
EXAM
B17
EXAM
B16
EXAM
B15
CRASH
CART
B14
CONSULTATION
B13
CONSULTATION
B12
MEDS
B09
STAFF
WORK
AREA
B10
RECEPTION
B08
WAITING
B06
EXAM
B05
EXAM
B04
EXAM
B03
TOILET
B02
EDUCATION
B35
ELECTRICAL
B19
STAFF
TOILET
B11A
OFFICE
B40
OFFICE
B41
OFFICE
B42
TRANSPORTATION
OFFICE
B38
EXAM
TOILET
B17A
HAC
B14A
VESTIBULE
B01
TOILET
B36
EGRESS PATH =
129ft
PATIENT
HALLWAY
CB03
COMMON PATH OF
EGRESS = 88 FT
EGRESS PATH = 55ft
FEC
FE
C
641' - 0"
640' - 0"
UP
FEC
1 HOUR FIRE & SMOKE SEPERATION
2 HOUR FIRE & SMOKE SEPERATION
PATH OF EGRESS
1 HOUR FIRE / SMOKE SEPARATION
AREA NOT IN CONTRACT
FIRE EXTINGUISHER CABINETFEC
BUILDING 2
ORIGINAL CONSTRUCTION: 1929
CONSTRUCTION TYPE: 3
*AUTOMATIC SPRINKLER SYSTEM*
BUSINESS OCCUPANCY / GROUP B: GROSS 100 SF/ PERSON
MINIMUM CLEAR EGRESS WIDTH > 50 PERSONS: 44 INCHES
MINIMUM CLEAR EGRESS WIDTH < 50 PERSONS 36 INCHES
MAXIMUM TRAVEL DISTANCE: 300 FEET
MAXIMUM DEAD END CORRIDOR: 50 FEET
COMMON PATH OF EGRESS TRAVEL: 100 FEET
NFPA 101 LIFE SAFETY CODE 2015
INTERNATIONAL BUILDING CODE (IBC) 2015
Project Number
P lo t D at e: Date
Location
ARCHITECTS + ENGINEERS: Drawing Title:
Approved: Project Director
Project Title
Checked Drawn
Drawing Number
Building Number
Date:Revisions:
VA FORM 08-6231 1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot on e qu a rte r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu a rte rs in ch o ne fo ot on e in ch o ne fo ot on e a nd o ne h a lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
6"
COATESVILLE, PENNSYLVANIA
Fi le
ISSUED FOR BID - NOT FOR CONSTRUCTION
F
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GROUND FLOOR LIFE SAFETY PLAN
G-100
542-16-114
PK
COATESVILLE VAMC
RENOVATE BUILDING 2 WEST
10-13-2017
DTB
NORTH
1/8" = 1'-0"1 GROUND FLOOR - LIFE SAFETY
LIFE SAFETY LEGEND
BUILDING DATA
APPLICABLE CODES
4'0 8' 16'
SCHEMATIC DESIGN SUBMISSION 10-14-2016
50% DESIGN DEVELOPMENT SUBMISSION 12-08-2016
95% DESIGN DEVELOPMENT SUBMISSION 01-23-2017
UPUP
1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 25 26 27 28 2923 24 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46
S
A
B
C
D
E
F
G
H J
K
L
M
N
O
P
Q
R
CONSULT
137 CONSULT
CONSULT
BREAK
ROOM
STAIR
EXAM
ROOM
EXAM
ROOM
160 CONSULT
STORAGE
EXAM
ROOM
EXAM
ROOM
EXAM
ROOM
SUPPORT
OFFICE
EXAM
ROOM
EXAM
ROOM
EXAM
ROOM
ELECTRICAL
CLOSET
MAIL/STORAGE
ROOM
SHOWER/
STORAGE
151A
UNISEX
BATHROOM
CUBICLE/
WAITING
ROOM
BUSINESS
MANAGER
OFFICE
ACOS
OFFICE
DIR PC
OFFICE
5'
0"
5' - 3 5/16"
4' - 9 5/8"
5' - 9 3/8"
10' - 0" 5' - 0"
3' - 3 3/4"
5'
0"
UNISEX
TOILET
135 NSA
STAIR
EXAM
ROOM
EXAM
ROOM
160 CONSULT
STAIR
STORAGE
EXAM
ROOM
EXAM
ROOM
EXAM
ROOM
SUPPORT
OFFICE
EXAM
ROOM
EXAM
ROOM
EXAM
ROOM
ELECTRICAL
CLOSET
MAIL/STORAGE
ROOM
SHOWER/
STORAGE
151A
UNISEX
BATHROOM
CUBICLE/
WAITING
ROOM
BUSINESS
MANAGER
OFFICE
ACOS
OFFICE
DIR PC
OFFICE
STAIR
VESTIBULE
CLERK
SUPERVISOR
WAITING
RECEPTION
STAFF
TOILET
EXAM
EXAM
EXAM
EXAM
EXAM
(SPINAL)
EXAM
EXAM
CONSULT
STAFF
WORK
AREA
STAFF
WORK
AREA
EXAM
TOILET
131A
SOILED
HOLDING
EXAM
EXAM
EXAM
EXAM
EXAM
TOILET
110A
STAFF
CONFERENCE/
LOUNGE
TOILET
STAFF
TOILET
EXAM
MEDS
ELEC
EXAM
EXAM
EXAM
EXAM
TOILET
123A
QUIET
ROOM
120A
STAFF
WORK
AREA
STAFF
WORK
AREA
EQUIPMENT
ALCOVE
EXAM
TOILET
104A
SUPPLY
IT
HAC
PATIENT
HALLWAY
C105
EGRESS PATH = 161ft
EGRESS PATH = 80ft
EGRESS PATH = 90ft
FECFE
C
FE
C
1 HOUR FIRE & SMOKE SEPERATION
2 HOUR FIRE & SMOKE SEPERATION
PATH OF EGRESS
1 HOUR FIRE / SMOKE SEPARATION
AREA NOT IN CONTRACT
FIRE EXTINGUISHER CABINETFEC
NFPA 101 LIFE SAFETY CODE 2015
INTERNATIONAL BUILDING CODE (IBC) 2015
BUILDING 2
ORIGINAL CONSTRUCTION: 1929
CONSTRUCTION TYPE: 3
*AUTOMATIC SPRINKLER SYSTEM*
BUSINESS OCCUPANCY / GROUP B: GROSS 100 SF/ PERSON
MINIMUM CLEAR EGRESS WIDTH > 50 PERSONS: 44 INCHES
MINIMUM CLEAR EGRESS WIDTH < 50 PERSONS 36 INCHES
MAXIMUM TRAVEL DISTANCE: 300 FEET
MAXIMUM DEAD END CORRIDOR: 50 FEET
COMMON PATH OF EGRESS TRAVEL: 100 FEET
Project Number
P lo t D at e: Date
Location
ARCHITECTS + ENGINEERS: Drawing Title:
Approved: Project Director
Project Title
Checked Drawn
Drawing Number
Building Number
Date:Revisions:
VA FORM 08-6231 1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot on e qu a rte r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu a rte rs in ch o ne fo ot on e in ch o ne fo ot on e a nd o ne h a lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
6"
COATESVILLE, PENNSYLVANIA
Fi le
ISSUED FOR BID - NOT FOR CONSTRUCTION
F
G
/2
7/
1:
:3
A M
C :\U se rs
\d bi bb s\
D oc um en ts \5
-1
6-
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.rv t
FIRST FLOOR LIFE SAFETY PLAN
G-101
542-16-114
PK
COATESVILLE VAMC
RENOVATE BUILDING 2 WEST
10-13-2017
DTB
NORTH
1/8" = 1'-0"1 FIRST FLOOR LIFE SAFETY
LIFE SAFETY LEGEND
BUILDING DATA
APPLICABLE LIFE SAFETY CODES
4'0 8' 16'
SCHEMATIC DESIGN SUBMISSION 10-14-2016
50% DESIGN DEVELOPMENT SUBMISSION 12-08-2016
95% DESIGN DEVELOPMENT SUBMISSION 01-23-2017
PARTITION TAG
ROOM NAME
AND NUMBER
DOOR TAG
GENERAL KEY NOTES GENERAL FLOOR PLAN LEGEND INFECTION CONTROL REQUIRED BY CLASS INFECTION CONTROL NOTES
PROJECT 542-16-114 IDENTIFIED AS MEDIUM PATIENT RISK GROUP, WITH A CLASS
IV(4) LEVEL OF IC PRECUATIONS - REFER TO SPECIFICATIONS.
HVAC CONNECTIONS TO EXISTING SYSTEM TO BE DISCONECTED DURING CONSTRUCTION.
G.C. TO SUPPLY A NEGATIVE PRESSURE MACHINE OF SUFFICIENT SIZE & QUANTITY TO
ADEQUATELY HANDLE CONSTRUCTION AREAS.
ALL AREAS OF NEGATIVE AIR WILL BE MONITORED BY A TRIATEK MONITOR PER
VA GUIDELINES.
CONTRACTOR WILL VERIFY AND TEST NEGATIVE AIR FLOW.*
CONTRACTOR TO MAINTAIN A NEGATIVE AIR PRESSURE LOG.*
CONSTRUCTION BARRIER DETAILS TO FOLLOW DETAIL 2 & 3 ON THIS SHEET.*
ALL TEMPORARY CONSTRUCTION DOORS TO BE METAL, 1 HR. FIRE RATED, W/METAL
FRAMES, CLOSERS AND SEALS.*
ALL TEMPORARY CONSTRUCTION DOORS ACCESSING CONSTRUCTION WORK ZONE FROM
EXISTING HOSPITAL TO BE EQUIPPED WITH CARD READER SECURITY PADS.*
ALL CONSTRUCTION ENTRANCES TO BE PROPERLY LABELED TO COMPLY WITH VA AND
OSHA REQUIREMENTS.*
CONTRACTOR TO PROVIDE 24" X 36" WALK OFF MATS AND CHANGE THEM AS NEEDED
AT EACH ENTRANCE POINT.*
CONTRACTOR TO PROVIDE HAND SANITIZERS AT ALL ENTRANCE POINTS.*
CONTRACTOR TO SUPPLY SPILL KIT, TO INCLUDE SHOP VAC, MULTI PURPOSE SPILL
CONTROL SORBENTS TO ABSORB NON AGGRESSIVE LIQUIDS UP TO 30 GALLONS.*
ALL NEW CONSTRUCTION MATERIALS, TOOLS AND EQUIPMENT PASSING THROUGH
HOSPITAL TO BE COVERED WITH 4 MIL. POLY SHEETS.*
THE CONTRACTOR SHALL NOT BLOCK OR HINDER THE USE OF THE BUILDINGS BY
PATIENTS, STAFF & VISITORS.*
ALL MATERIALS AND EQUIPMENT MUST BE PROPERLY STORED IN DESIGNATED AREAS.*
ALL DEBRIS AND GARBAGE THAT IS TO BE REMOVED THROUGH THE HOSPITAL MUST BE
CONTAINED IN DUMP CARTS DESIGNED FOR THAT PURPOSE AND MUST BE COVERED
WITH A FULL COVER OR LID.
FLAMMABLE MATERIALS MAY NOT BE STORED IN BUILDINGS.*
COORDINATE DEBRIS REMOVAL W/ POSTED TIMES FOR ELEVATOR AVAILABILITY. ALL
DEBRIS REMOVAL ON DESIGNATED ELEVATOR ONLY.*
CONTRACTOR TO PROVIDE WALK OFF MAT(S) 24"X36" (MIN.). SEE
PROJECT MANUAL SECTION 01 01 10 IC FOR ADDITIONAL INFORMATION.
CHANGE MATS AS NECESSARY TO KEEP FROM TRACKING CONSTRUCTION
DUST PAST THE WALK OFF MAT(S).
CONSTRUCTION BARRIER (1 HOUR WALL), SEE DETAIL 3 SHEET G-400.
SEE PROJECT MANUAL SECTION 01 01 10 IC FOR BARRIER AND
INFECTION CONTROL REQUIREMENTS.
AREA NOT
IN CONTRACT
INSTALL CONSTRUCTION DOORS WITH SELF CLOSING DEVICES.
GENERAL CONTRACTOR TO PROVIDE THE CONSTRUCTION DOORS FOR
THE PROJECT. SEE PROJECT MANUAL SECTION 01 01 10 IC FOR
BARRIER AND INFECTION CONTROL REQUIREMENTS.
G.C. TO PROVIDE ENOUGH NEGATIVE AIR MACHINES TO COMPLETELY
EXCHANGE REGULATED AIR VOLUME 4 ACTIVE TIMES PER HOUR.
PROVIDE HEPA FILTER AT FINAL STAGE FOR EXHAUST.
PROVIDE TEMPORARY VISQUEEN TO COVER ANY EXPOSED FIXED OPEN
SHELVING & MISC. EQUIPMENT, CARTS, ETC.
EXISTING
PARTITION
NEW
PARTITION
EXISTING DOOR
NEW DOOR
PROVIDE TEMPORARY PROTECTION OF EXTERIOR WEATHERPROOF
WALL CONSISTING OF EXISTING CURTAIN WALL SYSTEM FRAME WITH
WITH 3/4" EXTERIOR GRADE PLYWOOD SHEATHING COVERED BY
WEATHER RESISTANT BUILDING WRAP INSERTED INTO FRAME AT
OPERABLE WINDOW SECTION. EXISTING WINDOW TO BE HELD IN THE
OPEN POSITION. REMOVE AND STORE EXISTING INNER GLAZING FOR
REINSTALLATION.
XXXX
XXXX
X
XXX
MATERIAL DELIVERY/DEBRIS REMOVAL:
ROUTE FROM CONSTRUCTION
AREA TO SERVICE ELEVATORS REMOVE OR ISOLATE HVAC SYSTEM
IN AREA WHERE WORK IS BEING
DONE TO PREVENT CONTAMINATION
OF DUCT SYSTEM.
DURING CONSTRUCTION PROJECT UPON COMPLETION OF PROJECT
COMPLETE ALL CRITICAL BARRIERS
I.E. SHEETROCK, PLYWOOD, PLASTIC,
TO SEAL AREA FROM NON WORK
AREA OR IMPLEMENT CONTROL CUBE
METHOD (CART W/PLASTIC COVERING
AND SEALED CONNECTION TO WORK
SITE WITH HEPA VACUUM FOR
VACUUMING PRIOR TO EXIT) BEFORE
CONSTRUCTION BEGINS. BARRIERS
OR BE ERECTED AFTER 6:00PM M-F
OR ANYTIME ON WEEKENDS.
1.
2.
MAINTAIN NEGATIVE AIR PRESSURE
WITHIN WORK SITE UTILIZING HEPA
EQUIPPED AIR FILTRATION UNITS.
3.
CONTAIN CONSTRUCTION WASTE
BEFORE TRANSPORT IN TIGHTLY
COVERED CONTAINERS.
7.
COVER TRANSPORT RECEPTACLES
OR CARTS. TAPE COVERING UNLESS
SOLID LID.
8.
USE OPERABLE WINDOW WHEN ACCESSIBLE FOR HEPA AIR EXHAUST. OBTAIN VA C.O.R.
APPROVAL FOR EXHAUSTING IN EXISTING DUCTWORK. SEE PLAN FOR PROPOSED
LOCATION OF HEPA EXHAUST.
2.
3.
4.
5.
DO NOT REMOVE BARRIERS FROM WORK
AREA UNTIL COMPLETED PROJECT IS
INSPECTED BY THE C.O.R., VA'S
SAFETY DEPARTMENT, AND INFECTION
CONTROL DEPARTMENT, AND
THOROUGHLY CLEANED BY THE VA'S
ENVIRONMENTAL SERVICES DEPARTMENT.
REMOVE BARRIER MATERIALS CAREFULLY
TO MINIMIZE SPREADING OF DIRT AND
DEBRIS ASSOCIATED WITH CONSTRUCTION.
BARRIERS TO BE REMOVED AFTER 6:00PM
M-F OR ANYTIME ON WEEKENDS.
VACUUM WORK AREA WITH HEPA
FILTERED VACUUMS.
WET MOP AREA WITH DISINFECTANT
6. REMOVE ISOLATION OF HVAC SYSTEM
IN AREAS WHERE WORK IS BEING
PERFORMED.
SEAL HOLES, PIPES, CONDUITS,
AND PUNCTURES APPROPRIATELY.
4.
CONSTRUCT ANTEROOM AND
REQUIRE ALL PERONNEL TO PASS
THROUGH THIS ROOM SO THEY CAN
BE VACUUMED USING A HEPA
VACUUM CLEANER BEFORE
LEAVING WORK SITE, OR THEY CAN
WEAR CLOTH OR PAPER OVERALLS
THAT ARE REMOVED EACH TIME
THEY LEAVE THE WORK SITE.
5.
ALL PERSONNEL ENTERING WORK
SITE ARE REQUIRED TO WEAR
SHOE COVERS. SHOE COVERS
MUST BE CHANGED EACH TIME THE
WORKER EXISTS THE WORK AREA.
6.
1. DO NOT REMOVE BARRIERS FROM WORK
AREA UNTIL COMPLETED PROJECT IS
INSPECTED BY THE VA SAFETY
DEPARTMENT AND INFECTION CONTROL
DEPARTMENT, AND THOROUGHLY
CLEANED BY THE VA ENVIRONMENTAL
SERVICES DEPARTMENT.
G-401
T/FLOOR
ELEV.= +0'-0"
B/CEILING
ELEV.= EXIST.
TRILOGY BRAND LEVER
LOCKSET W/ REMOVABLE
CORE - STOREROOM
FUNCTION W/ KEYPAD
DOOR CLOSER
ZONE
DIGITAL PRESSURE
DIFFERENTIAL
MONITOR (TRIATEK OR
APPROVED EQUAL)
HAND SANITIZER
42" x 84" H.M. DOOR IN H.M.
FRAME, 1 HR. RATED W/
SEALS (PAINTED YELLOW)
EXTEND DEMISING
PARTITION TO BOTTOM
OF STRUCTURE ABOVE
TYPICAL FOR (1) OUTER ENTRANCE
SIMILAR FOR (1) INNER ENTRANCE (NO SIGN, SANITZER, LOCK, OR MONITOR)
CAUTION
CONSTRUCTION
CONT. FIRESAFING
SEALANT TOP &
BOTTOM BOTH SIDES
3 5/8" MTL. RUNNER
CHANNELS TOP &
BOTTOM
3 5/8" MTL. STUDS
@ 16" O.C.
FULL DEPTH SOUND
BLANKET
1 HR. CONSTRUCTION-
UL 465
CORRIDOR SIDE
5/8" GYP. BD. TYPE
'X' EA. SIDE
EXIST'G FLOOR
TAPE VISQUINE TO
FLOOR W/ PAINTERS
TAPE
PROJECT SIDE
6 MM. (MIN.) FIRE
RETARDANT
VISQUINE
TAPE VISQUINE TO
UNDERSIDE OF
STRUCTURE W/
DUCT TAPE
UNDERSIDE OF
STRUCTURE ABOVE
INFECTION CONTROL RISK ASSESSMENT
Project Number
P lo t D at e: Date
Location
ARCHITECTS + ENGINEERS: Drawing Title:
Approved: Project Director
Project Title
Checked Drawn
Drawing Number
Building Number
Date:Revisions:
VA FORM 08-6231 1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot on e qu a rte r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu a rte rs in ch o ne fo ot on e in ch o ne fo ot on e a nd o ne h a lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
6"
COATESVILLE, PENNSYLVANIA
Fi le
ISSUED FOR BID - NOT FOR CONSTRUCTION
F
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7/
1:
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A M
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D oc um en ts \5
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6-
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INFECTION CONTROL NOTES & DETAILS
G-400
542-16-114
PK
COATESVILLE VAMC
RENOVATE BUILDING 2 WEST
10-13-2017
DTB
3/8" = 1'-0"2 ELEVATION - TEMPORARY PROTECTION ENTRY
1 1/2" = 1'-0"3 DETAIL - CONSTRUCTION BARRIER
95% DESIGN DEVELOPMENT SUBMISSION 01-23-2017
AREA NOT IN CONTRACT
LEGEND
MATERIAL DELIVERY/DEBRIS REMOVAL:
ROUTE FROM CONSTRUCTION
AREA TO SERVICE ELEVATORS
EGRESS PATH:
ROUTE FROM CONSTRUCTION
AREA TO EXIT DISCHARGE
INFECTION CONTROL PLAN KEY NOTES
1. INSTALL 42" CONSTRUCTION DOORS WITH SELF CLOSING
DEVICES WITH RATED STOREROOM FUNCTION DOOR
HARDWARE. GENERAL CONTRACTOR TO PROVIDE THE
CONSTRUCTION DOORS FOR THE PROJECT. SEE PROJECT
MANUAL SECTION 01 35 26, CH. 1.12 FOR BARRIER AND
INFECTION CONTROL PROCEDURES.
2. REMOVE EXISTING DOOR AND FRAME - PROVIDE NEW 42"
RATED ROOR.
3. CONSTRUCTION BARRIER (1HR), SEE DETAIL #3/G-400.
4. CONTRACTOR TO PROVIDE TACKY WALK-OFF MAT,
24" X 36" MINIMUM. CHANGE MATS AS NECESSARY.
5. GENERAL CONTRACTOR TO PROVIDE PORTABLE NEGATIVE
AIR MACHINES WITH HEPA FILTERS EXHAUSTING TO
EXTERIOR TO COMPLETELY EXCHANGE REGULATED AIR
VOLUME 4 ACTIVE TIMES PER HOUR.
6. TEMPORARY CLOSURE OF MAIN ENTRY.
INFECTION CONTROL PLAN GENERAL NOTES
1. PHASE 1 INFECTION CONTROL / DEMOLITION REQUIRED
TO BUILD 1 HR. CORRIDOR (CB05) WALL TO ALLOW FOR
BUILDING CIRCULATION TO BUILDING 3; DURING PHASE 2 &
PHASE 3 OF CONSTRUCTION.
1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 25 26 27 28 2923 24 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46
S
A
B
C
D
E
F
G
H J
K
L
M
N
O
P
Q
R
VESTIBULE
TYP.
5 1
EXAM
ROOM
B06A
EXAM
ROOM
B06B
MED
ROOM
B06C
EXAM
ROOM
B06D
TRIAGE
ROOM
B05
EXAM
ROOM
B03 OFFICE
B01
PA
OFFICE
B06J
WAITING
ROOM
B06K
OFFICE
B06L
OFFICE
B10A
ELIGIBILITY
OFFICE
B10B
ELIGIBILITY
OFFICE
B10C
BENEFITS
OFFICE
B10D
WAITING
ROOM
B10
STAIR
B-1 STORAGE
B11A
STORAGE
B11
ELECTRICAL
B11C
MECHANICAL
ROOM
B14C
MECHANICAL
ROOM
B14B
WAITING
ROOM
B06
UTILITY
ROOM
B02
TRANSFORMER
VAULT
B17
CLOSET
B18A
STAFF
LOUNGE
B18
STORAGE
B14
ENTRY
PANELS
B16
STORAGE
B24
SECURE
CORRIDOR
B23
ACTIVE
STORAGE
B25
STOCK
CLERK
B26
CONFERENCE
B34
ROOM
B33
ROOM
B32STAFF
LOUNGE
B35
OFFICE
B19E OFFICE
B19F
OFFICE
B19C SECRETARY
B19
O…
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