01 General 54218106_Drawings_FinalCD_013120.pdf
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- Z2DA--Renovate Building 4 A + B Floors Outpatient Mental Health Clinic, Project No. 542-18-106
- Solicitation number
- 36C24420B0003
About this file
This solicitation package is for a construction project to renovate Building 4A and 4B at the Department of Veterans Affairs Medical Center in Coatesville, Pennsylvania. The project scope includes demolishing and renovating approximately 28,000 square feet on the first and second floors to create new outpatient mental health clinics. Additional work will renovate 3,000 square feet in the basement wing. Construction disciplines involve site work, structural, hazardous material abatement, architectural, fire protection, mechanical, plumbing and electrical systems.
The solicitation will be available on June 23, 2020 via the SAM.gov website. The pre-bid site visit details will be included. Interested contractors must have the ability to provide 100% performance and payment bonds and a 20% bid guarantee. The contract type will be firm-fixed price with a maximum completion schedule of 588 calendar days. The magnitude is estimated between $10-20 million. The solicitation is only available to verified Service-Disabled Veteran-Owned Small Businesses. The award is subject to FY20 funding availability.
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COATESVILLE VAMC
PENNSYLVANIA
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Drawing Title
Approved: Project Director
Phase Project Title Project Number
Building Number
Drawing NumberLocation
Issue Date Checked Drawn
VA FORM 08-6231
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
PROJECT LOCATION:
PROJECT TITLE:
BUILDING NUMBER:
ARCHITECT/ENGINEER OF RECORD:
VA MEDICAL CENTER
BANCROFT ARCHITECTS + ENGINEERS
700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007 T:847.952.9362 F:847.952.9403 www.bancroft-ae.com
CONTRACT NUMBER:
STATION PROJECT NUMBER:
BAE PROJECT NUMBER:
CONSULTANTS:
FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION
Bancroft Project No. 18-102 31 JAN 2020
FINAL CONSTRUCTION DOCUMENTS SUBMISSION
31 JAN 2020
COVER SHEET RENOVATE BUILDING 4A&B FLOORS
OUTPATIENT MENTAL HEALTH CLINIC
VA Medical Center, Coatesville PA
RFR BAE
542-18-106
G001
RENOVATE BUILDING 4A&B FLOORS OUTPATIENT
MENTAL HEALTH CLINIC
542-18-106
36C24418C0144
18-102
1400 Blackhorse Hill Rd, Coatesville,PA 19320
FINAL CONSTRUCTION
DOCUMENTS SUBMISSION
NOT TO SCALE
CAMPUS PLAN
NOT TO SCALE
STATE LOCATION PLAN
NOT TO SCALE
REGIONAL LOCATION PLAN
PENNTERRA ENGINEERING INC.
LANCASTER OFFICE:
3904 B Abel Drive Columbia, PA 17512 T:717.522.5031 F:717.522.5046 www.pennterra.com
CIVIL ENGINEER OF RECORD:
JOHNSON WILBUR ADAMS INC.
330 S Naperville Road Suite 300 Wheaton, IL 60187 T:630.653.9060 F:630.653.9059 www.jwase.com
STRUCTURAL ENGINEER OF RECORD:
PENNTERRA ENGINEERING INC.
LANCASTER OFFICE:
3904 B Abel Drive Columbia, PA 17512 T:717.522.5031 F:717.522.5046 www.pennterra.com
LANDSCAPE ARCHITECT OF RECORD:
Revisions: Date:
FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019
50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019
MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019
100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020
FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Drawing Title
Approved: Project Director
Phase Project Title Project Number
Building Number
Drawing NumberLocation
Issue Date Checked Drawn
VA FORM 08-6231
FULLY SPRINKLERED
FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION
31 JAN 2020
SHEET INDEX RENOVATE BUILDING 4A&B FLOORS
OUTPATIENT MENTAL HEALTH CLINIC
VA Medical Center, Coatesville PA
RFR BAE
542-18-106
G002
FINAL CONSTRUCTION
DOCUMENTS SUBMISSION
SHEET INDEX
NUMBER TITLE DRAWN BY
FINAL
CONCEPT
50% MOD - 50% 100% FINAL
PD102.2 PLUMBING - SECOND FLOOR DEMOLITION PLAN ZONE 2 BAE • • • • •
PD102.3 PLUMBING - SECOND FLOOR DEMOLITION PLAN ZONE 3 BAE • • • • •
PD102.4 PLUMBING - SECOND FLOOR DEMOLITION PLAN ZONE 4 BAE • • • • •
PD103.1 PLUMBING - ATTIC DEMOLITION PLAN ZONE 1 BAE • • • •
PD103.2 PLUMBING - ATTIC DEMOLITION PLAN ZONE 2 BAE • • • •
PD103.3 PLUMBING - ATTIC DEMOLITION PLAN ZONE 3 BAE • • • •
PD103.4 PLUMBING - ATTIC DEMOLITION PLAN ZONE 4 BAE • • • •
P010U PLUMBING - UNDERGROUND PLAN BAE • •
P010 PLUMBING - BASEMENT PLAN BAE • •
P011 PLUMBING - FIRST FLOOR PLAN BAE • •
P012 PLUMBING - SECOND FLOOR PLAN BAE • •
P013 PLUMBING - ATTIC PLAN BAE • •
P100U.1 PLUMBING - UNDERGROUND PLAN ZONE 1 BAE • • •
P100U.2 PLUMBING - UNDERGROUND PLAN ZONE 2 BAE • • •
P100U.3 PLUMBING - UNDERGROUND PLAN ZONE 3 BAE • • •
P100U.4 PLUMBING - UNDERGROUND PLAN ZONE 4 BAE • • •
P100.1 PLUMBING - BASEMENT PLAN ZONE 1 BAE • • • •
P100.2 PLUMBING - BASEMENT PLAN ZONE 2 BAE • • • •
P100.3 PLUMBING - BASEMENT PLAN ZONE 3 BAE • • • •
P100.4 PLUMBING - BASEMENT PLAN ZONE 4 BAE • • • •
P101.1 PLUMBING - FIRST FLOOR PLAN ZONE 1 BAE • • • •
P101.2 PLUMBING - FIRST FLOOR PLAN ZONE 2 BAE • • • •
P101.3 PLUMBING - FIRST FLOOR PLAN ZONE 3 BAE • • • •
P101.4 PLUMBING - FIRST FLOOR PLAN ZONE 4 BAE • • • •
P102.1 PLUMBING - SECOND FLOOR PLAN ZONE 1 BAE • • • •
P102.2 PLUMBING - SECOND FLOOR PLAN ZONE 2 BAE • • • •
P102.3 PLUMBING - SECOND FLOOR PLAN ZONE 3 BAE • • • •
P102.4 PLUMBING - SECOND FLOOR PLAN ZONE 4 BAE • • • •
P103.1 PLUMBING - ATTIC PLAN ZONE 1 BAE • • • •
P103.2 PLUMBING - ATTIC PLAN ZONE 2 BAE • • • •
P103.3 PLUMBING - ATTIC PLAN ZONE 3 BAE • • • •
P103.4 PLUMBING - ATTIC PLAN ZONE 4 BAE • • • •
P500 PLUMBING - DETAILS BAE • • • •
P501 PLUUMBING - DETAILS BAE • •
P600 PLUMBING - DOMESTIC WATER RISER DIAGRAMS BAE • •
P601 PLUMBING - SANITARY AND VENT RISER DIAGRAMS BAE • •
P602 PLUMBING - STORM RISER DIAGRAM BAE • •
P700 PLUMBING - SCHEDULES BAE • •
13 -MECHANICAL
M001 MECHANICAL SYMBOLS, ABBREVIATIONS, AND NOTES BAE • • • • •
MVD100 BASEMENT MECHANICAL VENTILATION DEMOLITION PLAN BAE • • •
MVD101 FIRST FLOOR MECHANICAL VENTILATION DEMOLITION PLAN BAE • • •
MVD102 SECOND FLOOR MECHANICAL VENTILATION DEMOLITION PLAN BAE • • •
MVD103 ATTIC VENTILATION DEMOLITION PLAN BAE • • •
MPD100 BASEMENT PIPING DEMOLITION PLAN BAE • • •
MPD101 FIRST FLOOR PIPING DEMOLITION PLAN BAE • • •
MPD102 SECOND FLOOR PIPING DEMOLITION PLAN BAE • • •
MPD103 MECHANICAL PIPING - ATTIC DEMOLITION PLAN BAE • • •
MV010 BASEMENT MECHANICAL PLAN BAE • • •
MV011 FIRST FLOOR MECHANICAL PLAN BAE • • •
MV012 SECOND FLOOR MECHANICAL PLAN BAE • • •
MV013 ATTIC VENTILATION PLAN BAE • • •
MV100.1 MECHANICAL VENTILATION - BASEMENT PLAN ZONE 1 BAE • • •
MV100.2 MECHANICAL VENTILATION - BASEMENT PLAN ZONE 2 BAE • • •
MV100.3 MECHANICAL VENTILATION - BASEMENT PLAN ZONE 3 BAE • • • •
MV100.4 MECHANICAL VENTILATION - BASEMENT PLAN ZONE 4 BAE • • • •
MV101.1 MECHANICAL VENTILATION - FIRST FLOOR PLAN ZONE 1 BAE • • • •
MV101.2 MECHANICAL VENTILATION - FIRST FLOOR PLAN ZONE 2 BAE • • • •
MV101.3 MECHANICAL VENTILATION - FIRST FLOOR PLAN ZONE 3 BAE • • • •
MV101.4 MECHANICAL VENTILATION - FIRST FLOOR PLAN ZONE 4 BAE • • • •
MV102.1 MECHANICAL VENTILATION - SECOND FLOOR PLAN ZONE 1 BAE • • • *
MV102.2 MECHANICAL VENTILATION - SECOND FLOOR PLAN ZONE 2 BAE • • • •
MV102.3 MECHANICAL VENTILATION - SECOND FLOOR PLAN ZONE 3 BAE • • • •
MV102.4 MECHANICAL VENTILATION - SECOND FLOOR PLAN ZONE 4 BAE • • • •
MV103 ATTIC MECHANICAL VENTILATION PLAN BAE • • •
MP100 MECHANICAL PIPING - BASEMENT PLAN BAE • • •
MP101 MECHANICAL PIPING - FIRST FLOOR PLAN BAE • • •
MP102 MECHANICAL PIPING - SECOND FLOOR PLAN BAE • • •
MP103 MECHANICAL PIPING - ATTIC PLAN BAE • • •
MP100.1 MECHANICAL PIPING - BASEMENT PLAN ZONE 1 BAE • • •
MP100.2 MECHANICAL PIPING - BASEMENT PLAN ZONE 2 BAE • • •
MP100.3 MECHANICAL PIPING - BASEMENT PLAN ZONE 3 BAE • • •
MP100.4 MECHANICAL PIPING - BASEMENT PLAN ZONE 4 BAE • • •
MP101.1 MECHANICAL PIPING - FIRST FLOOR PLAN ZONE 1 BAE • • •
MP101.2 MECHANICAL PIPING - FIRST FLOOR PLAN ZONE 2 BAE • • •
MP101.3 MECHANICAL PIPING - FIRST FLOOR PLAN ZONE 3 BAE • • •
MP101.4 MECHANICAL PIPING - FIRST FLOOR PLAN ZONE 4 BAE • • •
MP102.1 MECHANICAL PIPING - SECOND FLOOR PLAN ZONE 1 BAE • • •
MP102.2 MECHANICAL PIPING - SECOND FLOOR PLAN ZONE 2 BAE • • •
MP102.3 MECHANICAL PIPING - SECOND FLOOR PLAN ZONE 3 BAE • • •
MP102.4 MECHANICAL PIPING - SECOND FLOOR PLAN ZONE 4 BAE • • •
MP103.1 MECHANICAL PIPING - ATTIC PLAN BAE • • •
M400 MECHANICAL - ENLARGED SECTIONS - 4-AC-3 BAE • •
M401 MECHANICAL - ENLARGED SECTIONS - 4-AC-4 BAE • •
M402 MECHANICAL - ENLARGED SECTIONS - 4-AC-5 BAE • •
M403 MECHANICAL - ENLARGED SECTIONS - 4-AC-6 BAE • •
M500 MECHANICAL DETAILS BAE • • •
M501 MECHANICAL DETAILS BAE • • •
M502 MECHANICAL DETAILS BAE • • •
M503 MECHANICAL DETAILS BAE • •
M600 MECHANICAL SCHEDULES BAE • • • •
M601 MECHANICAL SCHEDULES BAE • • •
M700 TEMPERATURE CONTROLS AND POINTS LIST BAE • • •
M701 TEMPERATURE CONTROLS AND POINTS LIST BAE • • •
M702 TEMPERATURE CONTROLS AND POINTS LIST BAE • • •
NUMBER TITLE DRAWN BY
FINAL
CONCEPT
50% MOD - 50% 100% FINAL
A432 TYPICAL ROOMS BAE • •
A440 ENLARGED PLANS - ELEVATOR BAE • • • •
A441 ENLARGED FLOOR PLAN - STAIRS BAE • • • •
A442 ENLARGED FLOOR PLANS AND DETAILS BAE • • • •
A443 PLANS AND SECTIONS - ELEVATOR SERVICE ROOM 2 BAE • •
A444 ENLARGED FLOOR PLANS AND ELEVATIONS - LACT. ROOM BAE • •
A501 PARTITION SCHEDULE AND DETAILS BAE • • • •
A502 DETAILS BAE • •
A503 DETAILS BAE • •
A505 ROOF DETAILS BAE • •
A510 EXTERIOR DETAILS BAE • •
A511 EXTERIOR DETAILS BAE • •
A512 INTERIOR DETAILS BAE • •
A513 EXTERIOR DETAILS BAE • •
A515 INTERIOR DETAILS BAE • •
A530 CEILING & MISC DETAILS BAE • •
A550 CASEWORK DETAILS BAE • •
A601 DOOR & FRAME SCHEDULES & DETAILS BAE • • • •
A602 DOOR DETAILS BAE • •
A603 DOOR DETAILS Designer • •
A610 SCHEDULES & DETAILS - WINDOWS & LOUVERS BAE • • •
08 - INTERIORS
IF100.1 BASEMENT - FLOOR AND W.P. FINISH PLAN ZONE 1 BAE • •
IF100.2 BASEMENT - FLOOR AND W.P. PARTIAL FINISH PLAN ZONE 2 BAE • •
IF101.1 FIRST FLOOR - FLOOR & W.P. PARTIAL FINISH PLAN ZONE 1 BAE • •
IF101.2 FIRST FLOOR - FLOOR & W.P. PARTIAL FINISH PLAN ZONE 2 BAE • •
IF101.3 FIRST FLOOR - FLOOR & W.P. PARTIAL FINISH PLAN ZONE 3 BAE • •
IF101.4 FIRST FLOOR - FLOOR & W.P. PARTIAL FINISH PLAN ZONE 4 BAE • •
IF102.1 SECOND FLOOR - FLOOR & W.P PARTIAL FINISH PLAN ZONE 1 BAE • •
IF102.2 SECOND FLOOR - FLOOR & W.P PARTIAL FINISH PLAN ZONE 2 BAE • •
IF102.3 SECOND FLOOR - FLOOR& W.P PARTIAL FINISH PLAN ZONE 3 BAE • •
IF102.4 SECOND FLOOR - FLOOR & W.P PARTIAL FINISH ZONE 4 BAE • •
IG100 BASEMENT SIGNAGE PLAN BAE • •
IG101 FIRST FLOOR SIGNAGE PLAN BAE • •
IG102 SECOND FLOOR SIGNAGE PLAN BAE • •
IG103 ATTIC SIGNAGE PLAN BAE • •
I601 FINISH SCHEDULE - BASEMENT AND FIRST FLOOR BAE • • •
I602 FINISH SCHEDULE AND LEGEND - SECOND FLOOR BAE • •
I620 SIGNAGE TYPES BAE • •
I621 SIGNAGE TYPES & MOUNTING HEIGHTS BAE • •
I622 SIGNAGE SCHEDULE BAE • •
09 - EQUIPMENT
QH010 GENERAL EQUIPMENT PLAN - BASEMENT BAE • •
QH011 GENERAL EQUIPMENT PLAN - FIRST FLOOR BAE • •
QH012 GENERAL EQUIPMENT PLAN - SECOND FLOOR BAE • •
QH100.1 EQUIPMENT PLAN - BASEMENT ZONE 1 BAE • • •
QH100.2 EQUIPMENT PLAN - BASEMENT ZONE 2 BAE • • •
QH100.3 EQUIPMENT PLAN - BASEMENT ZONE 3 BAE • • •
QH100.4 EQUIPMENT PLAN - BASEMENT ZONE 4 BAE • • •
QH101.1 EQUIPMENT PLAN - FIRST FLOOR ZONE 1 BAE • • • •
QH101.2 EQUIPMENT PLAN - FIRST FLOOR ZONE 2 BAE • • • •
QH101.3 EQUIPMENT PLAN - FIRST FLOOR ZONE 3 BAE • • • •
QH101.4 EQUIPMENT PLAN - FIRST FLOOR ZONE 4 BAE • • • •
QH102.1 EQUIPMENT PLAN - SECOND FLOOR ZONE 1 BAE • • • •
QH102.2 EQUIPMENT PLAN - SECOND FLOOR ZONE 2 BAE • • • •
QH102.3 EQUIPMENT PLAN - SECOND FLOOR ZONE 3 BAE • • • •
QH102.4 EQUIPMENT PLAN - SECOND FLOOR ZONE 4 BAE • • • •
QH601 EQUIPMENT SCHEDULE BAE • • • •
QH602 EQUIPMENT SCHEDULE BAE • • • •
QH603 EQUIPMENT SCHEDULE BAE • • • •
QH604 EQUIPMENT SCHEDULE BAE • • • •
QH605 EQUIPMENT SCHEDULE BAE • •
QH606 EQUIPMENT SCHEDULE BAE • •
QH607 EQUIPMENT SCHEDULE BAE • •
10 - FIRE PROTECTION
F001 FIRE PROTECTION GENERAL NOTES AND SYMBOLS BAE • • • • •
FD100 BASEMENT FIRE PROTECTION DEMO PLAN BAE • • • • •
FD101 FIRST FLOOR FIRE PROTECTION DEMO PLAN BAE • • • • •
FD102 SECOND FLOOR FIRE PROTECTION DEMO PLAN BAE • • • • •
FD103 ATTIC FIRE PROTECTION DEMO PLAN BAE • • • • •
FX100 BASEMENT FIRE PROTECTION PLAN BAE • • • •
FX101 FIRST FLOOR FIRE PROTECTION PLAN BAE • • • •
FX102 SECOND FLOOR FIRE PROTECTION PLAN BAE • • • •
FX103 ATTIC FIRE PROTECTION PLAN BAE • • • •
FX500 FIRE PROTECTION DETAILS BAE • • • •
FX501 FIRE PROTECTION RISER DIAGRAM BAE • •
11 - PLUMBING
P001 PLUMBING - GENERAL NOTES AND SYMBOLS BAE • • • • •
PD010U PLUMBING - UNDERGROUND DEMOLITION PLAN BAE • •
PD010 PLUMBING - BASEMENT DEMOLITION PLAN BAE • •
PD011 PLUMBING - FIRST FLOOR DEMOLITION PLAN BAE • •
PD012 PLUMBING - SECOND FLOOR DEMOLITION PLAN BAE • •
PD013 PLUMBING - ATTIC FLOOR DEMOLITION PLAN BAE • •
PD100U.1 PLUMBING - UNDERGROUND DEMOLITION PLAN ZONE 1 BAE • • •
PD100U.2 PLUMBING - UNDERGROUND DEMOLITION PLAN ZONE 2 BAE • • •
PD100U.3 PLUMBING - UNDERGROUND DEMOLITION PLAN ZONE 3 BAE • • •
PD100U.4 PLUMBING - UNDERGROUND DEMOLITION PLAN ZONE 4 BAE • • •
PD100.1 PLUMBING - BASEMENT DEMOLITION PLAN ZONE 1 BAE • • • • •
PD100.2 PLUMBING - BASEMENT DEMOLITION PLAN ZONE 2 BAE • • • • •
PD100.3 PLUMBING - BASEMENT DEMOLITION PLAN ZONE 3 BAE • • • • •
PD100.4 PLUMBING - BASEMENT DEMOLITION PLAN ZONE 4 BAE • • • • •
PD101.1 PLUMBING - FISRT FLOOR DEMOLITION PLAN ZONE 1 BAE • • • • •
PD101.2 PLUMBING - FISRT FLOOR DEMOLITION PLAN ZONE 2 BAE • • • • •
PD101.3 PLUMBING - FISRT FLOOR DEMOLITION PLAN ZONE 3 BAE • • • • •
PD101.4 PLUMBING - FISRT FLOOR DEMOLITION PLAN ZONE 4 BAE • • • • •
PD102.1 PLUMBING - SECOND FLOOR DEMOLITION PLAN ZONE 1 BAE • • • • •
NUMBER TITLE DRAWN BY
FINAL
CONCEPT
50% MOD - 50% 100% FINAL
00 - GENERAL
G001 COVER SHEET BAE • • • • •
G002 SHEET INDEX BAE • • • • •
G003 CODE AND BUILDING INFORMATION, PROJECT TEAM BAE • • • •
GI001 GENERAL NOTES, SAFETY NOTES, BOD COMPLIANCE BAE • • • •
GI002 NOTES, OCCUPIED AREAS, SCHEDULING OF WORK, SPS BAE • • • •
GI003 GENERAL - DEMOLITION NOTES BAE • • • •
GI100 LIFE SAFETY PLAN - BASEMENT BAE • • • • •
GI101 LIFE SAFETY PLAN - FIRST FLOOR BAE • • • • •
GI102 LIFE SAFETY PLAN - SECOND FLOOR BAE • • • • •
GI400 INFECTION CONTROL NOTES & DETAILS BAE • • • •
GI410 BASEMENT - INFECTION CONTROL PLAN BAE • • • •
GI411 FIRST FLOOR - INFECTION CONTROL PLAN BAE • • • •
GI412 SECOND FLOOR - INFECTION CONTROL PLAN BAE • • • •
01 - HAZARDOUS
HA100 BASEMENT ASBESTOS ABATEMENT PLAN 1SOURCE • •
HA101 FIRST FLOOR ASBESTOS ABATEMENT PLAN 1SOURCE • •
HA102 SECOND FLOOR ASBESTOS ABATEMENT PLAN 1SOURCE • •
04 - CIVIL
C101 EXISTING CONDITIONS AND DEMOLITION PLAN PTE • • •
C102 LAYOUT PLAN PTE • • •
C103 GRADING PLAN PTE • • •
C104 UTILITY PLAN PTE • • •
C105 LANDSCAPE PLAN PTE • • •
C106 CONSTRUCTION DETAILS PTE • • •
06 - STRUCTURAL
S001 STRUCTURAL GENERAL NOTES JWA • •
S002 STRUCTURAL GENERAL NOTES JWA • •
SB101 STRUCTURAL BASEMENT FOUNDATION PLAN JWA • • •
SF101 STRUCTURAL FIRST FLOOR FRAMING PLAN JWA • • •
SF102 STRUCTURAL SECOND FLOOR FRAMING PLAN JWA • •
SF103 STRUCTURAL ATTIC FRAMING PLAN JWA • • •
SF104 STRUCTURAL ENLARGED FRAMING PLAN JWA • • •
S200 STRUCTURAL FOUNDATION DETAILS JWA • • •
S201 STRUCTURAL FOUNDATION DETAILS JWA • •
S300 STRUCTURAL FRAMING DETAILS JWA • • •
S301 STRUCTURAL FRAMING DETAILS JWA • •
07 - ARCHITECTURAL
A001 ARCHITECTURAL ABBREVIATIONS & SYMBOLS BAE • • • •
AD100 ARCHITECTURAL DEMO PLAN - BASEMENT BAE • • • • •
AD101 ARCHITECTURAL DEMO PLAN - FIRST FLOOR BAE • • • • •
AD102 ARCHITECTURAL DEMO PLAN - SECOND FLOOR BAE • • • • •
AD103 ARCHITECTURAL DEMO PLAN - ATTIC BAE • • • •
AD130 REFLECTED CEILING DEMOLITION PLAN - BASEMENT BAE • • • •
AD131 REFLECTED CEILING DEMOLITION PLAN - FIRST FLOOR BAE • • • •
AD131A ABOVE CEILING DEMOLITION PLAN - FIRST FLOOR BAE • • • •
AD132 REFLECTED CEILING DEMO PLAN - SECOND FLOOR BAE • • • •
AD132A ABOVE CEILING DEMOLITION PLAN - SECOND FLOOR BAE • • • •
A010 GENERAL ARRANGEMENT PLAN - BASEMENT BAE • • • • •
A011 GENERAL ARRANGEMENT PLAN - FIRST FLOOR BAE • • • • •
A012 GENERAL ARRANGEMENT PLAN - SECOND FLOOR BAE • • • • •
A013 GENERAL ARRANGEMENT PLAN - ATTIC BAE • • • •
A014 ROOF PLAN BAE • •
A015 REFLECTED CEILING PLAN - BASEMENT OVERALL BAE • • • •
A016 REFLECTED CEILING PLAN - FIRST FLOOR OVERALL BAE • • • •
A017 REFLECTED CEILING PLAN - SECOND FLOOR OVERALL BAE • • • •
A100.1 ARCHITECTURAL PLAN - BASEMENT ZONE 1 BAE • • •
A100.2 ARCHITECTURAL PLAN - BASEMENT ZONE 2 BAE • • •
A100.3 ARCHITECTURAL PLAN - BASEMENT ZONE 3 BAE • • •
A100.4 ARCHITECTURAL PLAN - BASEMENT ZONE 4 BAE • • •
A101.1 ARCHITECTURAL PLAN - FIRST FLOOR ZONE 1 BAE • • • •
A101.2 ARCHITECTURAL PLAN - FIRST FLOOR ZONE 2 BAE • • • •
A101.3 ARCHITECTURAL PLAN - FIRST FLOOR ZONE 3 BAE • • • •
A101.4 ARCHITECTURAL PLAN - FIRST FLOOR ZONE 4 BAE • • • •
A102.1 ARCHITECTURAL PLAN - SECOND FLOOR ZONE 1 BAE • • • •
A102.2 ARCHITECTURAL PLAN - SECOND FLOOR ZONE 2 BAE • • • •
A102.3 ARCHITECTURAL PLAN - SECOND FLOOR ZONE 3 BAE • • • •
A102.4 ARCHITECTURAL PLAN - SECOND FLOOR ZONE 4 BAE • • • •
A103.1 ARCHITECTURAL PLAN - ATTIC ZONE 1 BAE • • •
A103.2 ARCHITECTURAL PLAN - ATTIC ZONE 2 BAE • • •
A103.3 ARCHITECTURAL PLAN - ATTIC ZONE 3 BAE • • •
A103.4 ARCHITECTURAL PLAN - ATTIC ZONE 4 BAE • • •
A130.1 REFLECTED CEILING PLAN - BASEMENT ZONE 1 BAE • • •
A130.2 REFLECTED CEILING PLAN - BASEMENT ZONE 2 BAE • • •
A130.3 REFLECTED CEILING PLAN - BASEMENT ZONE 3 BAE • • •
A130.4 REFLECTED CEILING PLAN - BASEMENT ZONE 4 BAE • • •
A131.1 REFLECTED CEILING PLAN - FIRST FLOOR ZONE 1 BAE • • • •
A131.2 REFLECTED CEILING PLAN - FIRST FLOOR ZONE 2 BAE • • • •
A131.3 REFLECTED CEILING PLAN - FIRST FLOOR ZONE 3 BAE • • • •
A131.4 REFLECTED CEILING PLAN - FIRST FLOOR ZONE 4 BAE • • • •
A132.1 REFLECTED CEILING PLAN - SECOND FLOOR ZONE 1 BAE • • • •
A132.2 REFLECTED CEILING PLAN - SECOND FLOOR ZONE 2 BAE • • • •
A132.3 REFLECTED CEILING PLAN - SECOND FLOOR ZONE 3 BAE • • • •
A132.4 REFLECTED CEILING PLAN - SECOND FLOOR ZONE 4 BAE • • • •
A201 EXTERIOR ELEVATIONS - NORTH & SOUTH BAE • • • •
A202 EXTERIOR ELEVATIONS - EAST & WEST BAE • • • •
A301 SECTIONS BAE • • • •
A302 SECTIONS BAE • • • •
A401 INTERIOR ELEVATIONS BAE • • •
A402 INTERIOR ELEVATIONS BAE • •
A403 INTERIOR ELEVATIONS BAE • •
A404 INTERIOR ELEVATIONS BAE • •
A411 TOILET INTERIOR ELEVATIONS BAE • •
A414 TOILET ROOM ELEVATIONS BAE • •
A430 TYPICAL ROOMS BAE • •
A431 TYPICAL ROOMS BAE • •
Revisions: Date:
FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019
50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019
MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019
A
B
C
D
E
F
A
B
C
D
E
F
CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Drawing Title
Approved: Project Director
Phase Project Title Project Number
Building Number
Drawing NumberLocation
Issue Date Checked Drawn
VA FORM 08-6231
FULLY SPRINKLERED
FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION
31 JAN 2020
CODE AND BUILDING
INFORMATION, PROJECT TEAM
RENOVATE BUILDING 4A&B FLOORS
OUTPATIENT MENTAL HEALTH CLINIC
VA Medical Center, Coatesville PA
RFR BAE
542-18-106
G003
FINAL CONSTRUCTION
DOCUMENTS SUBMISSION
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
38.3.2.2
* 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: (B) BUSINESS, NFPA 101 NEW / EXISTING BUSINESS OCCUPANCY
4. AREA OF WORK: PROJECT AREA APPROXIMATELY 28,000 SF WITH 15,000 SF ON FIRST FLOOR, 13,000 SF ON
SECOND FLOOR, INCIDENTAL SUPPORTING WORK IN THE 15,000 SF BASEMENT AND 13,000 SF
ATTIC SPACE.
5. BUILDING: EXISTING STAND-ALONE CONCRETE AND MASONRY STRUCTURE WAS BUILT IN 1929. THE
BUILDING IS CURRENTLY USED FOR OFFICES AND MEDICAL RECORDS SERVICE (2ND FLOOR),
DOMICILIARY (1ST FLOOR), AND STERILE PROCESSING SERVICE (SPS), OFFICES, AND
MAINTENANCE (BASEMENT)(SPS). THE BUILDING HAS (3) OCCUPIED FLOORS (BASEMENT, FIRST, AND SECOND FLOORS) AND AN ATTIC SPACE USED AS A MECHANICAL PENTHOUSE. EXTERIOR
RENOVATIONS INCLUDE NEW ACCESSIBLE FRONT ENTRANCE AT BASEMENT LEVEL, REGRADING,
LANDSCAPING, AND NEW DROP-OFF DRIVE AND WALKS AT FRONT LAWN, NEW 3-STOP
ELEVATOR AND ENCLOSURE.
BUILDING 4 CODE REVIEW
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 EXISTING BUILDING CODE (IEBC) 2018
3. INTERNATIONAL BUILDING CODE (IBC) 2018 (ONLY PERTAINING TO ITEMS NOT ADDRESSED BY NFPA 101)
4. NFPA 101 LIFE SAFETY CODE 2018
5. INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2018; COMPLIANCE PATH: ASHRAE 90.1 - 2016
6. NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900
7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS
8. VA SEISMIC DESIGN REQUIREMENTS, H-18-8
9. NATIONAL ELECTRICAL CODE (NEC) 2014
10. INTERNATIONAL PLUMBING CODE (IPC) 2015
11. ASME BOILER AND PRESSURE VESSEL CODE 2015
12. ASME CODE FOR PRESSURE PIPING
13. ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT,
14. BARRIER FREE DESIGN GUIDE (PG-18-13)
15. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318)
16. INTERNATIONAL MECHANICAL CODE
APPLICABLE CODES
EGRESS REQUIREMENTS
AREA SEPARATION PROTECTION
SECTION IBC, 2018 SECTION NFPA 101, 2018
APPLICABLE CODE
(FOR BUSINESS OCCUPANCIES)
1- HR PARTITION
-OR-
AUTOMATIC SPRINKLER*
CONSTRUCTION DESCRIPTION RATING
FIXTURE REQUIREMENTS
SECTION IBC, 2018 SECTION NFPA 101, 2018
GROUND FLOOR PLAN: FACTOR OF 100 =
FIRST FLOOR PLAN: FACTOR OF 100 =
EXIT TRAVEL DISTANCE 300 FEET WITH
AUTOMATIC SPRINKLER
38.2.6.3 300 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' W/ SPRINKLERS**
TABLE 1004.1.2
1020.4.2
TABLE 1020.1
TABLE 1018.2
141 (OCC. LOAD)
139 (OCC. LOAD)
106 (OCC. 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.
38.2.3.2 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.
148 (OCC. LOAD)
92 (OCC. LOAD)
71 (OCC. 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
BASEMENT FLOOR
FIRST FLOOR
1- HR PARTITION
-OR-
AUTOMATIC SPRINKLER*
STORAGE (INCIDENTAL USE)
WHERE DEGREE OF HAZARD IS
GREATER THAN GENERAL OCCUPANCY
1- HR PARTITION
-OR-
AUTOMATIC SPRINKLER*
APPROVED AUTOMATIC
SPRINKLER SYSTEM38.3.2.2NO 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
38.2.5.2
38.2.5.3.1
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'-6" NEW (7'-0" EXISTING)1208.2 7.1.5.1 (1)
BUSINESS:
74 PERSONS +
74 PERSONS
OCCUPANT LOAD
REQ. PROVIDED*
BUSINESS:
92 PERSONS
SECOND FLOOR
BUSINESS:
71 PERSONS
REQ. PROVIDED*
1 PER 25 FOR FIRST 50,
THEN 1 PER 50
1 PER 100
REQ. PROVIDED*
2 2
REQ. PROVIDED
1 1
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 MENTAL HEALTH CLINIC
SECTION IBC, 2018 SECTION NFPA 101, 2018
TABLE (504.3)
57,000 SQ. FT.
14,900 SQ. FT.
75' 48'
TYPE III (200)
57,000 SF
15,570 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
ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES:
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
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
OWNER
COST ESTIMATOR
INTERIORS
HAZARDOUS MATERIALS
6 1
FIRE EXTINGUISHER REQUIREMENTS (TABLE 6.2.1.1)
FIRE EXTINGUISHER REQUIREMENTS
NFPA 10:
HAZARD TYPE: TYPE A, ORDINARY HAZARD.
MAX FLOOR PER UNIT OF A: 1500SF
MAX TRAVEL TO EXTINGUISHER: 75'
SIZE AND RATING PROVIDED: 2A, 2.5 GAL
MIN. NO. OF EXTINGUISHERS REQUIRED / PROVIDED:
BASEMENT: 5 REQ / 5 PROVIDED
FIRST FLOOR: 5 REQ / 7 PROVIDED
SECOND FLOOR: 5 REQ / 7 PROVIDED
4 (EXISTING)
2 (EXISTING)
GROSS AREA: BASEMENT
FIRST FLOOR
SECOND FLOOR
14,030 GSF
13,818 GSF
10,560 GSF
3.3.22.2.1
NOTE: SEE GI101 FOR NFPA OCC. LOADS
JOHNSON WILBUR ADAMS INC.
STRUCTURAL ENGINEERING
33O S. NAPERVILLE ROAD
SUITE 300
WHEATON, ILLINOIS 60187
T:630.653.9060 F:630.653.9059 www.jwase.com
PENNTERRA ENGINEERING INC.
LANCASTER OFFICE:
COLUMBIA, PA 17512
P: 717-522-5031 www.pennterra.com
NUMBER TITLE DRAWN BY
FINAL
CONCEPT
DESIGN
50% MOD - 50% 100% FINAL
14 - ELECTRICAL
E001 ELECTRICAL GENERAL NOTES BAE • • • • •
E002 ELECTRICAL SYMBOLS AND ABBREVIATIONS BAE • • • • •
EPD100 ELECTRICAL POWER DEMO PLAN - BASEMENT BAE • • •
EPD101 ELECTRICAL POWER DEMO PLAN - FIRST FLOOR BAE • • • • •
EPD102 ELECTRICAL POWER DEMO PLAN - SECOND FLOOR BAE • • • • •
EPD103 ELECTRICAL HVAC POWER DEMO PLAN - ATTIC BAE • •
ELD100 ELECTRICAL LIGHTING DEMO PLAN - BASEMENT BAE • • •
ELD101 ELECTRICAL LIGHTING DEMO PLAN - FIRST FLOOR BAE • • • •
ELD102 ELECTRICAL LIGHTING DEMO PLAN - SECOND FLOOR BAE • • • •
ETD101 COMMUNICATION AND TECHNOLOGY DEMO PLAN - FIRST FLOOR BAE • • • •
ETD102 COMMUNICATION AND TECHNOLOGY DEMO PLAN - SECOND FLOOR BAE • • • •
EFD101 FIRE ALARM AND NURSE CALL DEMO PLAN - FIRST FLOOR BAE • • • •
EFD102 FIRE ALARM AND NURSE CALL DEMO PLAN - SECOND FLOOR BAE • • • •
ED501 EXISTING ELECTRICAL ONE-LINE DIAGRAM BAE • • • • •
ED502 COMMUNICATION AND TECHNOLOGY DEMOLITION RISER DIAGRAM BAE • •
EP100.1 ELECTRICAL POWER PLAN - BASEMENT - ZONE 1 BAE • • •
EP100.2 ELECTRICAL POWER PLAN - BASEMENT - ZONE 2 BAE • • •
EP100.3 ELECTRICAL POWER PLAN - BASEMENT - ZONE 3 BAE • • •
EP100.4 ELECTRICAL POWER PLAN - BASEMENT - ZONE 4 BAE • • •
EP100A ELECTRICAL HVAC POWER PLAN - BASEMENT BAE • •
EP101.1 ELECTRICAL POWER PLAN - FIRST FLOOR - ZONE 1 BAE • • • •
EP101.2 ELECTRICAL POWER PLAN - FIRST FLOOR - ZONE 2 BAE • • • •
EP101.3 ELECTRICAL POWER PLAN - FIRST FLOOR - ZONE 3 BAE • • • •
EP101.4 ELECTRICAL POWER PLAN - FIRST FLOOR - ZONE 4 BAE • • • •
EP101A ELECTRICAL HVAC POWER PLAN - FIRST FLOOR BAE • • • •
EP102.1 ELECTRICAL POWER PLAN - SECOND FLOOR - ZONE 1 BAE • • • •
EP102.2 ELECTRICAL POWER PLAN - SECOND FLOOR - ZONE 2 BAE • • • •
EP102.3 ELECTRICAL POWER PLAN - SECOND FLOOR - ZONE 3 BAE • • • •
EP102.4 ELECTRICAL POWER PLAN - SECOND FLOOR - ZONE 4 BAE • • • •
EP102A ELECTRICAL HVAC POWER PLAN - SECOND FLOOR BAE • • • •
EP103 ELECTRICAL HVAC POWER PLAN - ATTIC BAE • •
EL100 ELECTRICAL LIGHTING PLAN - BASEMENT BAE • • •
EL101.1 ELECTRICAL LIGHTING PLAN - FIRST FLOOR - ZONE 1 BAE • • • •
EL101.2 ELECTRICAL LIGHTING PLAN - FIRST FLOOR - ZONE 2 BAE • • • •
EL101.3 ELECTRICAL LIGHTING PLAN - FIRST FLOOR - ZONE 3 BAE • • • •
EL101.4 ELECTRICAL LIGHTING PLAN - FIRST FLOOR - ZONE 4 BAE • • • •
EL102.1 ELECTRICAL LIGHTING PLAN - SECOND FLOOR - ZONE 1 BAE • • • •
EL102.2 ELECTRICAL LIGHTING PLAN - SECOND FLOOR - ZONE 2 BAE • • • •
EL102.3 ELECTRICAL LIGHTING PLAN - SECOND FLOOR - ZONE 3 BAE • • • •
EL102.4 ELECTRICAL LIGHTING PLAN - SECOND FLOOR - ZONE 4 BAE • • • •
ET100 COMMUNICATION AND TECHNOLOGY PLAN - BASEMENT BAE • •
ET101 COMMUNICATION AND TECHNOLOGY PLAN - FIRST FLOOR BAE • • • •
ET102 COMMUNICATION AND TECHNOLOGY PLAN - SECOND FLOOR BAE • • • •
EF100 ELECTRICAL FIRE ALARM AND SECURITY PLAN - BASEMENT BAE • •
EF101 ELECTRICAL FIRE ALARM AND SECURITY PLAN - FIRST FLOOR BAE • • • •
EF102 ELECTRICAL FIRE ALARM AND SECURITY PLAN - SECOND FLOOR BAE • • • •
EF103 ELECTRICAL FIRE ALARM AND SECURITY PLAN - ATTIC BAE • •
EN100 ELECTRICAL NURSE CALL PLAN - BASEMENT BAE • •
EN101 ELECTRICAL NURSE CALL PLAN - FIRST FLOOR BAE • • • •
EN102 ELECTRICAL NURSE CALL PLAN - SECOND FLOOR BAE • • • •
E501 ELECTRICAL ONE-LINE DIAGRAM BAE • • • •
E601 ELECTRICAL PANEL SCHEDULES BAE • • • •
E602 ELECTRICAL PANEL SCHEDULES BAE • • • •
E603 LIGHTING LIGHTING FIXTURE AND PANEL SCHEDULES BAE • • • •
E604 ELECTRICAL CABLE SCHEDULE BAE • •
E701 ELECTRICAL DETAILS BAE • • • •
E702 ELECTRICAL TYPICAL GROUNDING DETAILS BAE • •
T701 DATA DETAIL BAE • • • •
E801 COMMUNICATION AND TECHNOLOGY RISER DIAGRAM BAE • •
E802 ELECTRICAL LIGHTING CONTROL DIAGRAM - BASEMENT BAE • •
E803 ELECTRICAL LIGHTING CONTROL DIAGRAM - FIRST FLOOR BAE • •
E804 ELECTRICAL LIGHTING CONTROL DIAGRAM - SECOND FLOOR BAE • •
E805 ELECTRICAL FIRE ALARM RISER DIAGRAM BAE • •
E806 ELECTRICAL SECURITY RISER DIAGRAM BAE • •
INDEX SHEET CONTINUED
LANDSCAPE ARCHITECT
PENN TERRA
LANCASTER OFFICE:
COLUMBIA, PA 17512
P: 717-522-5031 www.pennterra.com
1SOURCE SAFETY AND HEALTH, INC.
140 SOUTH VILLAGE AVENUE
SUITE 130
EXTON, PA 19341
P: 888-873-9983
Revisions: Date:
FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019
50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019
MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019
1 ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL PUBLISHED APPLICABLE
LOCAL / STATE / FEDERAL / NATIONAL CODES, ORDINANCES AND REGULATIONS ALONG WITH
ALL RELATED VA DIRECTIVES, DESIGN GUIDES AND MANUALS, SPECIFICATIONS AND
STANDARDS PLUS ALL VA REQUIREMENTS (FEDERAL AND LOCAL) THAT ARE PROJECT SPECIFIC
TO THE DOCUMENTED SCOPE OF WORK ON THIS SITE.
2 EACH CONTRACTOR SHALL HAVE PUBLIC LIABILITY, PROPERTY DAMAGE AND
WORKMAN'S COMPENSATION INSURANCE AS REQUIRED BY THE VA IN THE BIDDING
DOCUMENTATION. CONTACT THE VA/CO DURING THE BIDDING PHASE WITH ANY QUESTIONS,
VERIFICATIONS, AND DOCUMENTATION NECESSARY CONCERNING ALL REQUIREMENTS FOR
PROJECT INSURANCE COVERAGE.
3 BEFORE SUBMITTING A BID, ALL CONTRACTORS WILL CAREFULLY EXAMINE THE
DRAWINGS AND SPECIFICATIONS SO AS TO BE THOROUGHLY FAMILIAR WITH ALL THE
CONTRACT REQUIREMENTS. EACH BIDDER SHOULD THEN VISIT THE SITE OF THE WORK TO
BECOME ACQUAINTED WITH ALL VISIBLE FIELD CONDITIONS AFFECTING THE CONTRACT, SUCH
AS OBSTACLES WHICH MAY BE ENCOUNTERED AND ALL OTHER CONDITIONS RELATIVE TO WHAT
COULD AFFECT/IMPACT THE WORK OR BE AFFECTED BY THE PERFORMANCE OF THE WORK.
4 IF AWARDED THE CONTRACT, THE CONTRACTORS SHALL NOT BE ALLOWED ANY EXTRA
COMPENSATION BY REASON OF ANY UNFORESEEN DIFFICULTIES OR OBSTACLES WHICH THE
BIDDER COULD HAVE REASONABLY ANTICIPATED PRIOR TO BIDDING. 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 THE VA/COR BEFORE STARTING ANY OF THE WORK.
5 CONTRACTORS SHALL REFERENCE ALL DRAWINGS IN ALL SECTIONS OF WORK FOR
FULLY DEFINING THEIR SCOPE OF WORK RESPONSIBILITIES AND COORDINATE SAME WITH THE
GENERAL/PRIME CONTRACTOR. SUBCONTRACTORS AND SUPPLIERS FOR EACH TRADE ARE
ADVISED THAT INFORMATION PERTINENT TO THEIR SCOPE OF WORK ALSO OCCURS IN OTHER
SECTIONS OF THE DRAWINGS AND THE COMPLETE SET OF CONTRACT DOCUMENTS.
6 ALL ENGINEERING SYSTEMS WORK INCLUDED IN THE CONTRACT DRAWINGS SHALL BE
TAKEN IN A SENSE AS A DIAGRAMMATIC REPRESENTATION OF ITS INTENDED PLACEMENT AND
DISTRIBUTION WITHIN THE GENERAL PROXIMITY WHERE SHOWN. THE SIZE AND THE MEANS OF
RUNNING DISTRIBUTION SYSTEMS ARE SHOWN BUT IT IS NOT INTENDED TO SHOW EVERY
CONNECTION, FITTING, OFFSET, SUPPORT ELEMENT, OR EVERY STRUCTURAL DIFFICULTY THAT
CAN BE ENCOUNTERED DURING THE INSTALLATION OF THE WORK.
7 PROJECT LIMIT LINES ARE SHOWN ON THE DRAWINGS FOR ORIENTATION PURPOSES
ONLY AND SHOULD NOT BE CONSTRUED TO INDICATE THE FULL EXTENT OR LIMITS OF THE
AREA(S) OF WORK.
8 EACH CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK SHALL FULLY
COORDINATE AND VERIFY WITH ALL OTHER CONTRACTORS, OTHER TRADES AND THE VA/COR
CONCERNING ALL SPACE REQUIREMENTS FOR THIS PROJECT. THE GENERAL/PRIME
CONTRACTOR SHALL BE RESPONSIBLE FOR COMMUNICATING, DOCUMENTING AND
COORDINATING ALL SPACE REQUIREMENTS WITH THE VA/COR TO AVOID CONFLICTS AND
MISCOMMUNICATION.
9 ALL EXISTING BUILDING UTILITIES AND INFRASTRUCTURE SERVICES SYSTEMS THAT
FEED OTHER SPACES OUTSIDE THE DEMISED PROJECT AREA AND THAT ARE LOCATED WITHIN
THE AREA OF WORK, THEREBY INTERFERING WITH THE NEW CONSTRUCTION, SHALL BE
REROUTED AND RELOCATED AS REQUIRED TO MAINTAIN FULL SERVICE TO THE AFFECTED
AREAS.
10 ALL FINISHED AREAS ADJACENT TO OR INCLUDED WITHIN THE AREA(S) OF
CONSTRUCTION ALONG WITH ALL PUBLIC PROJECT ACCESS ROUTES SHALL BE PROTECTED
FROM DUST AND DIRT THROUGH THE USE OF VA/COR APPROVED DUSTPROOF PROTECTION.
SEE THE OCCUPIED AREA PROTECTION PROTOCOLS PROVIDED IN THE "GENERAL" DRAWINGS
SECTION AND COORDINATE ALL SITE SPECIFIC CONDITIONS IMPACTS ENCOUNTERED WITH THE
VA/COR.
11 DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS.
12 THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL
SHOP DRAWING REQUIREMENTS WITH ALL OF THE AFFECTED TRADES, THE VA/COR AND WITH
THE AE.
13 OBTAIN ALL REQUIRED VA/COR AUTHORIZATIONS BEFORE BEGINNING ANY
DEMOLITION WORK OR NEW CONSTRUCTION, INCLUDING TEMPORARY BARRICADES AND
PROTECTION WORK.
14 EACH CONTRACTOR SHALL MAINTAIN A COMPETENT OSHA-30 FOREMAN OR EQUALLY
QUALIFIED DIRECT REPRESENTATIVE ON THE JOB SITE AT ALL TIMES.
15 EACH CONTRACTOR SHALL COOPERATE AND COORDINATE WITH THE GENERAL/PRIME
CONTRACTOR’S SUPERINTENDENT AND WITH THE FOREMAN OF ALL OTHER TRADES IN ORDER
THAT THERE BE NO DELAYS IN THE EXECUTION AND COMPLETION OF THE WORK.
16 DURING CONSTRUCTION EACH CONTRACTOR SHALL KEEP ON SITE ACCURATE FIELD
RECORDS OF ALL CONCEALED AND VISUALLY ACCESSIBLE WORK THAT DIFFERS FROM THE
CONTRACT DRAWINGS/DOCUMENTS. THESE AS-BUILT MARKED-UP RECORD
DRAWINGS/DOCUMENTS WILL BE KEPT UP TO DATE BY THE GENERAL/PRIME CONTRACTOR AND
PROVIDED TO THE VA/COR FOR DISTRIBUTION AT THE COMPLETION OF THE PROJECT.
17 IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ADEQUATELY PROTECT
EXISTING CONSTRUCTION AND FINISHES TO REMAIN IN PLACE DURING BOTH THE DEMOLITION
AND CONSTRUCTION SEQUENCES OF WORK. ANY DAMAGE TO SUCH AREAS SHALL BE
RESTORED AND REFINISHED TO A "LIKE-NEW" CONDITION PRIOR TO THE VA/COR'S ACCEPTANCE
OF THAT WORK.
18 THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE FOR THE PATCH, REPAIR,
REFINISHING AND/OR REPLACEMENT OF ALL CONSTRUCTION, MATERIALS, ASSEMBLIES,
EQUIPMENT, SIGNAGE AND FINISHES DAMAGED BY THE PROJECT DEMOLITION, TEMPORARY
CONSTRUCTION, NEW CONSTRUCTION OR THE MOVEMENT OF PERSONNEL, TOOLS,
EQUIPMENT, MATERIALS, ETC. BOTH INSIDE AND OUTSIDE OF THE DESIGNATED AREAS OF
WORK.
19 PROVIDE THE CUTTING AND PATCHING FOR ALL DEMOLITION WORK AND ALL NEW
CONSTRUCTION WORK BEING PERFORMED OUTSIDE OF THE PROJECT LIMIT LINES AS
REQUIRED TO PROPERLY COMPLETE THE PROJECT SCOPE OF WORK.
20 ALL CUTTING, CORING AND DRILLING OF EXISTING CONCRETE AND MASONRY
CONSTRUCTION SHALL NOT DAMAGE EXISTING REINFORCING STEEL, PIPING, CONDUITS OR
OTHER CONCEALED CONSTRUCTION WITHIN. PRIOR TO CORING, DRILLING, CUTTING OR
PERFORMING ANY BREAKING EFFORTS, PROVIDE PENETRATING FIELD X-RAYING OF THE
INTENDED AREAS AND DOCUMENT THE EXACT SIZE AND LOCATIONS OF ALL SUCH
INTERFERENCES. COORDINATE WITH AND OBTAIN VA/COR APPROVAL BEFORE PROCEED WITH
ANY SUCH REQUIRED PENETRATION WORK.
GENERAL NOTES FOR CONTRACTORS
21 RELOCATIONS OF ANY INFRASTRUCTURE DISTRIBUTION SYSTEMS OR EQUIPMENT,
WHICH MAY ALTER THE ARCHITECTURAL OR STRUCTURAL CONSTRUCTION, MUST BE APPROVED
FIRST BY THE VA/COR PRIOR TO STARTING ITS RELOCATION.
22 THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE TO PROVIDE THE REMOVAL OF ALL
CONSTRUCTION DEMOLITION DEBRIS, SPOIL AND MATERIALS FROM THE PROJECT SITE ON A
DAILY BASIS UNLESS SPECIFICALLY REFERENCED OTHERWISE IN THE PROJECT SPECIFIC
LOGISTICAL SEQUENCING REQUIREMENTS.
23 CONTRACTORS TO ENSURE ALL FIRE RESISTIVE RATINGS ARE MAINTAINED PER
LOCATIONS SHOWN ON THE DRAWINGS AND AS DISCOVERED IN THE FIELD. ALL PENETRATIONS
ARE TO BE SEALED BY AN APPROVED UL FIRESTOPPING SYSTEM. SEAL ALL EXISTING
PENETRATIONS EXPOSED DURING CONSTRUCTION AS PER THE APPROVED UL FIRESTOPPING
SYSTEM INSTALLATION REQUIREMENTS. FOLLOW THE MANUFACTURE'S DESIGN
RECOMMENDATIONS FOR THE PROPER FIRE STOPPING MATERIAL TO BE USED IN EACH SPECIFIC
APPLICATION.
24 ALL FIRESTOPS SHALL MATCH THE FIRE RATING OF THE CONSTRUCTION BEING
PENETRATED, SUCH AS WALLS, FLOORS, CEILINGS, PARTITIONS ETC. AND SHALL COMPLY WITH
ALL CODE REQUIREMENTS. FLOORS SHALL BE TREATED AS 1-HOUR FIRE-SMOKE BARRIERS.
25 USE ONLY A SINGLE (FMRC) APPROVED MANUFACTURERS LINE OF PRODUCTS FOR ALL
PROJECT FIRESTOPPING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION.
26 THE BASIS OF DESIGN FOR ALL FIRE STOPPING WILL BE PRODUCTS AS MANUFACTURED
BY THE 3M COMPANY.
27 PROVIDE AN HOURLY RATED FIRESTOP AT ALL PENETRATIONS OF RATED
CONSTRUCTION AND/OR ASSEMBLIES, WHETHER NEW OR EXISTING, AND AS A DIRECT RESULT OF
THE PROJECT DEMOLITION WORK OR NEW CONSTRUCTION. WHERE COMBUSTIBLE PENETRANTS
OCCUR USE A FIRE RATED INTUMESCENT MATERIAL AND WHERE NONCOMBUSTIBLE
PENETRANTS OCCUR USE A FIRE RATED ENDOTHERMIC MATERIAL. ALL FIRESTOPPING WORK
MUST BE APPROVED BY THE VA/COR BEFORE CONCEALED BY CONSTRUCTION.
GENERAL NOTES FOR CONTRACTORS CON'T
1 ALL CONTRACTORS, SUBCONTRACTORS AND THEIR REPRESENTATIVES WORKING ON
THIS PROJECT SHALL AT ALL TIMES PRIOR TO AND DURING THE COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES, ALL OTHERS AND ARE TO BE IN CARE OF
THE PROPERTY.
2 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 APPLICABLE REQUIREMENTS OF THE
OCCUPATIONAL SAFETY AND HAZARD ACT, ALONG WITH ALL OTHER APPLICABLE GOVERNING
REGULATIONS AND VA REQUIREMENTS.
3 THE BEGINNING OF WORK ON SITE BY A CONTRACTOR OR SUBCONTRACTOR SHALL
INDICATE HIS/HER SATISFACTION AND FULL ACCEPTANCE OF THE CURRENT SITE CONDITIONS
REGARDING SAFETY AND THE NECESSARY COMPLIANCE WITH ALL CONTRACT REQUIREMENTS
REGARDING SAME. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ACCIDENTS,
INJURIES, AND/OR DAMAGES INCURRED AS A RESULT OF ANY VISIBLE OR KNOWN UNSAFE
CONDITIONS THAT EXIST.
4 IF UNSATISFIED WITH THE CURRENT SITE SAFETY CONDITIONS AND/OR THE NECESSARY
COMPLIANCE, THE CONTRACTOR OR SUBCONTRACTOR SHALL INDICATE THE ACTIONS AND/OR
DEVICES NECESSARY TO RENDER THE JOB-SITE SAFE. IF THE WORK OF OTHER PARTIES, UPON
INSPECTION, IS FOUND AT ANY TIME TO BE UNSAFE THE CONTRACTOR OR SUBCONTRACTOR
SHALL IMMEDIATELY STOP ALL WORK AND NOTIFY THE GENERAL/PRIME CONTRACTOR AND THE
VA/COR. THE SUBMISSION OF A BID FOR ANY PORTION OF WORK INCLUDED IN THIS CONTRACT
SHALL ALSO INDICATE ACKNOWLEDGMENT AND ACCEPTANCE OF THESE REQUIREMENTS.
SPECIAL SAFETY NOTES
INTENT:
1 TO ORGANIZE AND IDENTIFY THE “EQUIVALENCY SUBSTITUTION PROCESS” IN ORDER
TO FORMALIZE THE PROCESS, CLARIFY RESPONSIBILITIES, PROACTIVELY MANAGE THE
PROCESS AND MINIMIZE COSTLY DELAYS IN THE EXECUTION OF THE WORK.
2 THERE ARE NO INTENDED RESTRICTIONS LIMITING COMPETITION ON THE
EQUIVALENT SUBSTITUTION OF MATERIALS, EQUIPMENT, HARDWARE, FINISHES, CONTROLS,
SYSTEMS AND THEIR INCLUSIVE PARTS, DETAILED ASSEMBLIES, RELATED DESIGN ELEMENTS
AND PERFORMANCE CHARACTERISTICS, UNLESS AS IDENTIFIED IN THE BID SOLICITATION
SUMMARY DESCRIPTION:
1 THE BASIS OF DESIGN (BOD) INCORPORATES THE DESIGN INTENT AND
PERFORMANCE BASED CHARACTERISTICS FOR ALL MATERIALS, SYSTEMS AND WORKMANSHIP
THAT IS INCLUDED IN THE CONSTRUCTION DOCUMENTS AND REFERENCED BY SAME.
2 THE BOD COMPLIANCE PROTOCOLS ARE TO BE FOLLOWED FOR ALL PROPOSED
EQUIVALENT SUBSTITUTIONS, DEPARTURES OR ADJUSTMENTS FROM THE CONSTRUCTION
DOCUMENT DRAWINGS, DETAILING, AND SPECIFICATIONS PROVIDED THE SUBSTITUTIONS,
DEPARTURES, OR ADJUSTMENTS MEET THE DESIGN INTENT, SCOPE OF WORK (SOW) CRITERIA
REQUIREMENTS, AND PERFORMANCE BASED CHARACTERISTICS.
3 NO SUCH EQUIVALENT SUBSTITUTION, DEPARTURES OR ADJUSTMENTS WILL BE
ALLOWED WITHOUT FIRST GOING THROUGH THE BOD COMPLIANCE PROTOCOLS PROCESS
AND OBTAINING THE GOVERNMENT’S APPROVAL FROM THE CONTRACTING OFFICER (CO).
BOD COMPLIANCE PROTOCOLS:
1 THE BOD COMPLIANCE PROTOCOLS APPLY TO ALL MATERIALS, EQUIPMENT,
HARDWARE, FINISHES, CONTROLS, ENGINEERING SYSTEMS AND THEIR INCLUSIVE PARTS,
DETAILED ASSEMBLIES, IMPACTED ELEMENTS OF WORK PLUS ALL RELATED DESIGN CRITERIA
ELEMENTS AND SPECIFIED PARAMETERS THAT ARE CONTAINED WITHIN THE BID/ISSUED FOR
CONSTRUCTION DRAWINGS AND SPECIFICATIONS DOCUMENTATION, OR AS SPECIFICALLY
REFERENCED BY SAME.
2 SPECIFIC DESIGN INTENT AND PERFORMANCE CHARACTERISTICS REQUIRING BOD
COMPLIANCE ANALYSIS WILL VARY WITH EACH SPECIFIC ITEM BEING PROPOSED AS AN
EQUIVALENT SUBSTITUTION AND WILL NEED TO BE FULLY COMPARED AND ANALYZED TO
ESTABLISH BOD EQUIVALENCY COMPLIANCE.
3 CRITICAL DESIGN CHARACTERISTICS AND ELEMENTS ARE SPECIFIC TO EACH ITEM
NEEDING CONSIDERATION AND COULD CONSIST OF, BUT NOT LIMITED TO, CRITERIA SUCH AS
DIMENSIONAL LOGISTICS, PERFORMANCE CHARACTERISTICS, CAPACITY, DUTY
REQUIREMENTS, OPERATIONAL EFFICIENCIES, ACOUSTICAL REQUIREMENTS, UTILITIES
IMPACTS, CONNECTION ADJUSTMENTS, DETAILING DEPARTURES, FRAMING ALTERATIONS,
ROUGH IN REQUIREMENTS, WEIGHT INCREASES AND/OR DISTRIBUTIONS, STRUCTURAL
IMPACTS, ATTACHMENTS, SUPPORTS, FINISHES, AVAILABILITY, COMPATIBILITY,
CONSTRUCTABILITY, WARRANTIES, SERVICE LIFE, MAINTENANCE REQUIREMENTS,
ENVIRONMENTAL CONSIDERATIONS, LEED RELATED DESIGN CONSIDERATIONS, ETC.
4 A VERY CRITICALLY IMPORTANT DESIGN CHARACTERISTIC OF ALL BOD ITEMS
NEEDING TO BE FULLY EVALUATED AND PROPERLY COORDINATED WOULD BE THE DESIGN
AND LAYOUT OF DIMENSIONAL LOGISTICS REQUIREMENTS. THOSE CRITICAL PARAMETERS
COULD CONSIST OF, BUT NOT LIMITED TO, ALL DIMENSIONAL ELEMENTS THAT AFFECT SIZE,
HEIGHT, WIDTH, DEPTH, THICKNESS, PLACEMENT, SPACING, CLEARANCES, ACCESS,
MOUNTING, CONNECTIONS AND LOCATION REQUIREMENTS, INSTALLATION TOLERANCES,
OPERABLE ELEMENT CLEARANCES, ETC., ALL OF WHICH COULD IMPACT OTHER AREAS OF
CONSTRUCTION OR COMPONENTS OF WORK REQUIRING ADJUSTMENTS IN ORDER TO
COMPLY WITH THE DESIGN INTENT.
5 CONTRACTORS WILL BE RESPONSIBLE TO FULLY IDENTIFY ALL PROPOSED
EQUIVALENT SUBSTITUTIONS, DEPARTURES, IMPACTS, ALTERATIONS AND ADJUSTMENTS
FROM THE "BASIS OF DESIGN" INTENT TO THE GENERAL/PRIME CONTRACTOR DURING THE
BIDDING PROCESS AND OBTAIN THEIR APPROVAL BEFORE COMPLETING THEIR PRICING AND
SUBMITTING A BID TO SAME.
6 IF A PROPOSED EQUIVALENT SUBSTITUTION ITEM WILL REQUIRE THAT ALTERATIONS
AND/OR ADJUSTMENTS 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 INFORM AND ADVISE THE GENERAL/PRIME
CONTRACTOR OF ANY AND ALL SUCH NECESSARY IMPACTS REQUIRED AS A PART OF THEIR
BIDDING AND FUTURE CONTRACTUAL SCOPE OF WORK RESPONSIBILITIES.
7 THE CONTRACTOR PROPOSING THE EQUIVALENT SUBSTITUTION SHALL BE
RESPONSIBLE FOR ALL RELATED WORK AND SHALL IDENTIFY, VERIFY, COORDINATE AND
PROVIDE ENGINEERED SOLUTIONS FOR ALL IMPACT ISSUES AFFECTING INFRASTRUCTURE
SYSTEMS, UTILITIES SERVICES, BUILDING STRUCTURE, SURROUNDING ELEMENTS, AND
SYSTEMS AFFECTED FROM WEIGHT DIFFERENTIALS, REVISED LOADING CHARACTERISTICS,
CONNECTION AND MOUNTING VARIANCES, INSTALLATION CONFLICTS AND DETAILING
ALTERATIONS OR ADJUSTMENTS, ETC. CAUSED BY THE EQUIVALENT SUBSTITUTION
REQUIREMENTS.
8 SPECIAL ATTENTION NEEDS TO BE PAID TO ANY SYSTEMS EQUIPMENT AND MATERIAL
PERFORMANCE CHARACTERISTICS INCLUDING ALL ASPECTS OF THEIR DIMENSIONAL
LOGISTICS FEATURES AND REQUIREMENTS ALONG WITH ANY STRUCTURAL AND UTILITIES
IMPACTS.
9 EACH EQUIVALENT SUBSTITUTION REQUEST ALONG WITH ANY AND ALL IMPACTS,
VARIANCES, ALTERATIONS OR ADJUSTMENTS REQUIRED TO OTHER ELEMENTS OF WORK WILL
ALSO REQUIRE VA/CO APPROVAL(S) BEFORE ANY SUCH REQUEST IS DEEMED APPROPRIATE
BY THE GOVERNMENT AND ALLOWED TO PROCEED INTO THE NORMAL SHOP DRAWING
PREPARATION, SUBMITTAL AND REVIEW PROCESS.
10 NO REQUEST FOR AN EQUIVALENT SUBSTITUTION REVIEW IS ALLOWED TO BE MADE
VIA A SHOP DRAWING SUBMISSION. ANY SUCH SUBMISSION WILL NOT BE REVIEWED AND WILL
BE REJECTED AS NON-CONFORMING WITH THE DESIGN INTENT AND NOTED THAT THE
CONTRACTOR IS TO FOLLOW THE STANDARD BOD COMPLIANCE PROTOCOLS.
11 ANY UNDOCUMENTED OR UNFORESEEN IMPACTS, VARIANCES, ALTERATIONS OR
ADJUSTMENTS REQUIRED TO ELEMENTS OF WORK AS A RESULT OF AN EQUIVALENCY
SUBSTITUTION THAT SURFACE DURING THE CONSTRUCTION PHASE SHALL IMMEDIATELY BE
MADE KNOWN TO THE GENERAL/PRIME CONTRACTOR WHO WILL IN TURN NOTIFY THE VA/COR.
ALL SUCH UNDOCUMENTED OR UNFORESEEN CONDITIONS WILL BE FULLY IDENTIFIED,
DOCUMENTED AND SUBMITTED TO THE VA/COR FOR REVIEW, EVALUATION AND DIRECTION(S)
ON HOW TO PROCEED.
12 ANY NON-COMPLIANT EQUIVALENT SUBSTITUTIONS WORK FOUND TO BE IN PLACE
DURING THE CONSTRUCTION PHASE THAT HAD NOT GONE THROUGH THE BOD COMPLIANCE
PROTOCOLS APPROVAL PROCESS AND THAT DOESN’T HAVE THE VA/CO’S APPROVAL WILL BE
SUBJECT TO POSSIBLE REJECTION AND REMOVAL AS DETERMINED BY THE GOVERNMENT.
13 THE FINAL INSTALLATION OF ANY EQUIVALENT SUBSTITUTION AND ITS IMPACTS
SHALL NOT COMPROMISE ANY OF THE BOD PERFORMANCE CHARACTERISTICS NOR SHALL IT
ENCUMBER ANY OF THE ASSOCIATED DESIGN INTENT LAYOUT AND DIMENSIONAL LOGISTICS
REQUIREMENTS.
14 ALL EQUIVALENT SUBSTITUTION INSTALLATIONS AND THEIR IMPACTS TO OTHER SOW
ELEMENTS SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND VA
REQUIREMENTS, PLUS ALLOW ANY SYSTEMS, EQUIPMENT AND/OR MATERIALS TO FUNCTION
PROPERLY AND SAFELY.
BASIS OF DESIGN (BOD) COMPLIANCE PROTOCOLS
BOD EQUIVALENT SUBSTITUTIONS PROCESS SEQUENCE:
(STEP 01) BIDDING PHASE:
1 ALL BOD PROPOSED EQUIVALENT SUBSTITUTIONS AND THEIR ASSOCIATED IMPACTS
ON OTHER SOW ELEMENTS SHALL BE FULLY IDENTIFIED AND COORDINATED WITH THE
GENERAL/PRIME CONTRACTOR(S) SUCH THAT THE COST OF ALL ASSOCIATED SCOPE OF
WORK IMPACTS DIRECTLY AFFECTING OTHER TRADES SHALL BE INCLUDED IN THE BASE BIDS
OF ALL AFFECTED CONTRACTORS.
(STEP 02) CONTRACTORS IDENTIFY PROPOSED EQUIVALENT SUBSTITUTION(S):
1 ALL CONTRACTORS, BEFORE SUBMITTING THEIR REQUEST FOR EQUIVALENT
SUBSTITUTION CONSIDERATION SHALL BE RESPONSIBLE TO HAVE FULLY VERIFIED AND
CERTIFIED IN WRITING THAT THE DESIGN CHARACTERISTICS OF THE ITEMS THEY WILL BE
SUBMITTING FOR BOD COMPLIANCE REVIEW MEETS OR EXCEEDS THE DESIGN INTENT AND
PERFORMANCE REQUIREMENTS AS DESIGNED, DETAILED AND SPECIFIED.
(STEP 03) CONTRACTORS PREPARE DETAILED COMPARISONS:
1 THE REQUESTING CONTRACTOR SHALL PREPARE AND PROVIDE TO THE
GENERAL/PRIME CONTRACTOR A FULL LINE ITEM, SIDE-BY-SIDE COMPARISON LISTING SPREAD
SHEET OF ALL BOD DESIGN AND MANUFACTURED CHARACTERISTICS VERSUS THE SAME FOR
THE EQUIVALENT SUBSTITUTION BEING PROPOSED.
2 ALL EQUIPMENT, MATERIALS OR ASSEMBLY EQUIVALENT SUBSTITUTIONS SHALL BE
PROVIDED ON A CONTRACTOR PREPARED ITEMIZED LISTING PER EACH REQUESTED
SUBSTITUTION WITH A FULL AND DETAILED COMPARATIVE DESCRIPTION OF ALL
SPECIFICATIONS, PERFORMANCE CHARACTERISTICS, CAPACITIES, WEIGHT, DIMENSIONAL
LOGISTICS AND KNOWN IMPACTS, DEPARTURES, ALTERATIONS OR ADJUSTMENTS FROM THE
ORIGINAL BOD.
3 CONTRACTOR SHALL UTILIZE THE ORIGINAL MANUFACTURER’S PUBLISHED
SPECIFICATIONS AND PRODUCT DATA SHEETS ALONG WITH ANY ADDITIONAL
CHARACTERISTICS AND PERFORMANCE CRITERIA REQUIRED AND SPECIFIED IN THE
CONSTRUCTION DOCUMENTS AS THE BASIS FOR THE DEVELOPMENT OF THE LINE BY LINE
COMPARISON CRITERIA SPREAD SHEET.
(STEP 04) CONTRACTORS IDENTIFY RELATED IMPACTS:
1 THE REQUESTING CONTRACTOR SHALL BE RESPONSIBLE TO FULLY IDENTIFY AND
DOCUMENT ALL PROPOSED EQUIVALENT SUBSTITUTION CAUSED IMPACTS, DEPARTURES,
ALTERATIONS OR ADJUSTMENTS REQUIRED FROM THE ORIGINAL BOD REQUIREMENTS WITH
THE GENERAL/PRIME CONTRACTOR AS WELL AS ALL AFFECTED CONTRACTORS.
2 SEE THE DETAILED BOD PROTOCOL REQUIREMENTS FOR THE EXTENT OF
RESPONSIBILITIES AND DOCUMENTATION REQUIRED FOR THIS CRITICAL ITEM.
(STEP 05) CONTRACTOR’S DOCUMENTATION TO GENERAL/PRIME CONTRACTOR:
1 CONTRACTORS SHALL COORDINATE WITH THE GENERAL/PRIME CONTRACTOR AS TO
THE SPECIFIC DATE THAT EACH IS REQUIRED FOR THE COMPLETION OF THEIR EQUIVALENT
SUBSTITUTION SUBMISSION REQUEST DOCUMENTATION AND DELIVERY OF THE COMPLETED
PACKAGE(S) TO THEM.
2 CONTRACTORS SHALL FULLY COORDINATE THEIR PREPARATION OF ALL REQUIRED
DOCUMENTATION AND EQUIVALENCY SUBSTITUTION REQUIREMENTS WITH THE
GENERAL/PRIME CONTRACTOR IN ORDER TO ADDRESS ANY AND ALL IMPACTS ON THE
PROJECT SCHEDULE AS WELL AS PERFORMING THEIR REQUIRED FORMALIZED REQUEST FOR
EQUIVALENCY SUBSTITUTION SUBMISSION.
3 ALL EQUIVALENT SUBSTITUTION REQUESTS ALONG WITH THEIR REQUIRED
SUBMISSION REQUEST DOCUMENTATION SHALL BE DELIVERED TO THE GENERAL/PRIME
CONTRACTOR AS REQUIRED BY SAME IN TIME FOR THE GC’S FIRST SUBMISSION OF THE
PROPOSED PROJECT CONSTRUCTION SCHEDULE BEING SUBMITTED TO THE GOVERNMENT
FOR REVIEW.
(STEP 06) GENERAL/PRIME CONTRACTOR RESPONSIBLE FOR COORDINATION:
1 THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE TO FULLY IDENTIFY,
DOCUMENT, MAKE SUBMISSIONS, TRACK, COORDINATE, OBTAIN CONTRACTING OFFICER (CO)
APPROVALS AND INCLUDE THE COST OF ALL SUCH EQUIVALENT SUBSTITUTION, WORK IN
THEIR COST OF CONSTRUCTION AS WELL AS ALLOWED FOR WITHIN THEIR PROJECT
SCHEDULE.
2 THE GENERAL/PRIME CONTRACTOR HAVING BEEN MADE FULLY AWARE OF POTENTIAL
EQUIVALENCY SUBSTITUTIONS AND IMPACTS DURING THE BIDDING PROCESS SHALL INCLUDE
AND DOCUMENT THIS BOD PROCESS IN THEIR DETAILED PROJECT SCHEDULE ALLOWING A
SEPARATE TASK ITEM TIMELINE FOR EACH WITH CRITICAL DATES AND PERFORMANCE
TARGETS IDENTIFIED AND TRACKED.
3 THE GENERAL/PRIME CONTRACTOR SHORTLY AFTER CONTRACT AWARD AND
EXECUTION SHALL NOTIFY AND COORDINATE WITH THE VA/COR, ALL SUCH KNOWN
EQUIVALENT SUBSTITUTION REQUESTS ALONG WITH ALL POSSIBLE IMPACTS FROM THE
SPECIFIC BOD REQUIREMENTS PROVIDED IN THE DRAWINGS AND SPECIFICATIONS.
4 ALL SUCH IMPACTS, DEPARTURES, ALTERATIONS OR ADJUSTMENTS REQUIRED TO
ELEMENTS OF WORK WILL BE FULLY IDENTIFIED, DOCUMENTED AND SUBMITTED TO THE
VA/COR FOR REVIEW, EVALUATION AND DIRECTION(S) ON HOW TO PROCEED.
5 THE GENERAL/PRIME CONTRACTOR WILL ALSO BE RESPONSIBLE TO FULLY IDENTIFY
AND COORDINATE ALL EQUIVALENCY SUBSTITUTION IMPACTS WITH ALL AFFECTED
CONTRACTORS AND TRADES TO BE SURE THAT ALL SUCH WORK IS INCLUDED IN THEIR SCOPE
OF WORK.
(STEP 07) TRACKING LIST OF PROPOSED EQUIVALENT SUBSTITUTIONS:
1 THE SUCCESSFUL GENERAL/PRIME CONTRACTOR SHALL PREPARE A COMPLETE
MASTER LISTING, BY SPECIFICATION AND/OR DRAWING SECTIONS, OF ALL PROPOSED
EQUIVALENT SUBSTITUTION REQUESTS.
2 THIS MASTER LISTING WILL CONSIST OF A SUMMARY DESCRIPTION OF EACH REQUEST
ALONG WITH A BULLET POINT LISTING OF THE MAJOR IMPACTS, DEPARTURES, ALTERATIONS
AND ADJUSTMENTS REQUIRED RESULTING FROM IT.
3 THIS DOCUMENT WILL BE PREPARED AS A SPREAD SHEET AND UTILIZED AS A
TRACK…
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