36C10F19R0010-0004064.pdf
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- Presolicitation Notice - Great Lakes Construction Updated 5/15/2019 Federal contract opportunity
- Solicitation number
- 36C10F19R0010
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36C10F19R0010 0004 GLNC Phase II Development - 923PC2006 - BID - Plans - Part 64 Pages 151-155.pdf
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C.J.
C.J.
FD
FD
FD
1 2 3 4 5 6
A
B
B.8
C
D
D.2
E
F
PATH #2
PATH #1
PA
TH
PATH #1
PATH #1
PA
TH
PA
TH
PATH #2
PA
TH
PA
TH
0" 1/2" 1" 2" 4"
0' 2' 4' 8' 16'
1/4" = 1'0"
142 SF
1 300
EXISTING UTILITY ROOM
393 SF
3 150
EXISTING LOBBY
99 SF
1 150
CORRIDOR
54 SF
1 150
EXISTING CORRIDOR
26 SF
1 300
EX. CLOSET
25 SF
1 300
EX. MECH. CLOSET
FAM. RESTROOM
MEN'S RESTROOM
WOMEN'S RESTROOM
1-HR. RATED CEILING
ASSEMBLY
1-HR. RATED
CEILING ASSEMBLY
NEW
F.E.C.
488 SF
4 150
EX. VISITOR'S LOBBY
EXIST.
F.E.C.
EXIST.
EXIT LIGHT
EXIST.
EXIT LIGHT
EXIST.
EXIT LIGHT
LIFE SAFETY LEGEND:
COMMON PATH OF TRAVEL
POINT OF DECISION FOR
COMMON PATH OF TRAVEL
EXIT
EXIT ACCESS TRAVEL DIRECTION
1 HR RATED WALL AND CEILING
1 100 SF
MAXIMUM OCCUPANCY
SF (ACTUAL ROOM AREA)
MULTIPLIER
ACTUAL OCCUPANCY
MAXIMUM CAPACITY (DOOR, STAIR, ETC.)
Location
Issue Date
Project Number
Drawing Number
Project Title
Checked Drawn
OAKLAND COUNTY, MICHIGAN
923PC2006
Dwg. of
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
Gordon PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
CONSULTANT
The LA Group
(518) 587-8100
Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032
Miller-Remick LLC.
(856) 429-4000
MEGA
(517) 223-3512
The Onyx Group
(703) 548-6699
ECS Mid Atlantic LLC.
(412) 260-1470
GIS, Inc.
(205) 941-0442
A-002
LIFE SAFETY PLAN
AEKSMAY 10, 2019
BID DOCUMENTS
151 238
SCALE:A-002 1/4" = 1'-0"AA201
1 ADMIN/MAINTENANCE/PIC - LIFE SAFETY PLAN
Travel Distance
TRAVEL PATH TRAVEL DISTANCE
PATH #1 66' - 7 1/16"
PATH #2 60' - 0 17/32"
BUILDING CODE COMPLIANCE, CALCULATIONS, AND NOTES
BUILDING INFORMATION AND SCOPE BUILDING DATA
THE GREAT LAKES NATIONAL CEMETERY IS
LOCATED IN OAKLAND COUNTY, MICHIGAN, IN
HOLLY TOWNSHIP. SCOPE OF THE
P.I.C./ADMINISTRATION BUILDING INCLUDES
THE RENOVATION AND ADDITION OF THE
EXISTING PUBLIC RESTROOMS IN A ONE-STORY
BUILDING TO PROVIDE ADDITIONAL RESTROOM
FACILITIES FOR VISITORS.
ALL EXIT REQUIREMENTS SHALL REMAIN IN
EFFECT DURING CONSTRUCTION. ALL
REQUIRED EXITS REMAIN IN OPERATION
DURING CONSTRUCTION.
APPLICABLE CODES:
IBC 2018 - INTERNATIONAL BUILDING CODE, 2018 EDITION
ABAAS - ARCHITECTURAL BARRIERS ACT ACCESSIBILITY
STANDARDS PG-18-13
NFPA 101 - NATIONAL FIRE PROTECTION ASSOCIATION, LIFE
SAFETY CODE, 2018 EDITION
OCCUPANCY CLASSIFICATIONS:
BUSINESS- USE GROUP B (PER IBC SECTION 304.1)
FIRE RATING REQUIREMENTS
TYPE V-B CONSTRUCTION (IBC 2018 TABLE
504.3)
1.STRUCTURAL FRAME: ZERO
2.EXTERIOR BEARING WALLS: ZERO
3.INTERIOR BEARING WALLS: ZERO
4.EXTERIOR NONBEARING WALLS: ZERO
5.INTERIOR NONBEARING WALLS: ZERO
6.FLOOR CONSTRUCTION: ZERO
7.ROOF CONSTRUCTION: ZERO
MEANS OF EGRESS:
OCCUPANCY LOAD (PER IBC TABLE 1004.5) BUSINESS: 1 PERSON
PER 150 GSF
EXIT REQUIREMENTS: MIN. 1 EXIT REQUIRED (IBC 1006.3.3)
COMMON PATH OF EGRESS TRAVEL DISTANCE (IBC TABLE
1006.2.1)
USE GROUP B, WITHOUT SPRINKLERS: 100'-0"
EXIT TRAVEL DISTANCE (IBC SECTION 1017)
USE GROUP B, WITHOUT SPRINKLERS: 200'-0"
CONSTRUCTION TYPE:
V-B CONSTRUCTION
HEIGHT- ALLOWED: LESS THAN 40'-0", ACTUAL 18'-6" (PER IBC
504.3)
AREA (GSF) - ALLOWED: LESS THAN 9000 GSF, ACTUAL 1786 GSF
(PER IBC 506.2)
CORRIDOR FIRE RATING: NOT REQUIRED (PER IBC TABLE 1020.1)
(TOTAL OCCUPANCY IS LESS THAN 30)
SPRINKLER: NOT REQUIRED
FIRE EXTINGUISHERS: REQUIRED, MAX TRAVEL DISTANCE 75'-0"
(PER NFPA)
FIRE ALARM: YES
EGRESS COMPONENT CAPACITY
COMPONENT
CLEAR
WIDTH NON-SPRINKLERED
3'-0" DOOR (36")
3'-0" DOOR (36") 33" 165"
3'-4" DOOR (40") 37" 185"
3'-6" DOOR (42") 39" 195"
3'-8" DOOR (44") 41" 205"
4'-0" DOOR (48") 45" 225"
PR. 2'-6" DOORS
(60") 57" 285"
PR. 3'-0" DOORS
(72") 69" 345"
PR. 3'-6" DOORS
(84") 81" 405"
STAIRS - .3"/PERSON
CORRIDORS,
DOORS - .2"/PERSON
N. I .C.
EXISTING MEN'S
RESTROOM
EXISTING WOMEN'S
RESTROOM
142 SF
EXISTING UTILITY ROOM
1 2 3 4
A
B
B.8
C
D
D.2
E
F
EXISTING TO REMAINEXISTING TO REMAIN
EXISTING STONE
CHIMNEY TO REMAIN
12'-6"
9'- 9"
9'-
7/ 8"
3/ 4"
ADDITIONAL REMOVAL
OF BRICK AND STONE
FACING WILL BE
REQUIRED TO
ACCOMODATE NEW
WALL
EXISTING WINDOW
TO REMAIN
EXISTING WINDOW
TO REMAIN
D01D01
D01D01
D02
D02
D03
D02
D02
7'-9"
2'- 2"
7'-8"
2'-
3/ 8"
D03
12'-6"3 7/8"
393 SF
EXISTING LOBBY
54 SF
EXISTING CORRIDOR
9'-
6'-
1/ 2"
4'-
1/ 8"
3'- 3"
4'- 4"
7'-11"
5'-
7/ 8"
5'-4" 3'-2" 5'-9 1/2" 3'-2" 7'-11 1/8"
15'-8 3/4"
3'-
3/ 8"
3'- 2"
3'-
1/ 2"
5'-4" 3'-2" 5'-9 1/2" 3'-2" 7'-8 1/4"
9" ø 26"ø 21"ø 26" ø 12"
1'-6"
1'-6"
17"
0" 1/2" 1" 2" 4"
0' 2' 4' 8' 16'
1/4" = 1'0"
AA405
AA501
AA501
AA501
SAW CUT & REMOVE AND REPLACE 5"
THICK CONCRETE SLAB ON GRADE TO
ACCESS EXISTING AND NEW PIPING
ADDITIONAL REMOVAL
OF BRICK AND STONE
FACING WILL BE
REQUIRED TO
ACCOMODATE NEW
WALL
D05
D05
AA403
EXIST TO BE
REMOVED
EXIST TO REMAIN
COUNTERTOP
DOOR
WALL
FIXTURE
WINDOW
LEGEND: DEMOLITION PLAN
1. COORDINATE HAUL ROUTES, DUMPSTER LOCATIONS, POWER, WATER, SPRINKLER SERVICE INTERRUPTIONS WITH THE TENANT.
NOTIFY TENANT AT LEAST 72 HOURS IN ADVANCE OF UTILITY, LIFE SAFETY SYSTEM, INTERRUPTIONS.
2. IDENTIFY NOISY WORK EFFORTS WITH TENANT AND SCHEDULE NOISY WORK TO MEET TENANT’S REQUIREMENTS.
3. PROTECT ALL FLOORS, WALLS, AND CEILINGS ALONG HAUL ROUTES TO PREVENT DAMAGE.
4. REMOVE ALL EXISTING ELECTRICAL CABLING BACK TO THE NEAREST JUNCTION BOX AND/OR ELECTRICAL PANEL FOR DEVICES IN
WALLS OR CEILINGS TO BE REMOVED UNDER THIS CONTRACT.
5. REPAIR ANY EXISTING DAMAGE AND/OR DAMAGE CAUSED BY THE WORK TO EXISTING FIRE RATED ENCLOSURES, WALLS, AND /OR THE SUPERSTRUCTURE AS REQUIRED. REPAIR AND/OR REPLACE AS REQUIRED TO MAINTAIN FIRE RATINGS.
6. SEQUENCE WORK TO MAINTAIN LIFE SAFETY IN WORK AND ADJACENT NON-WORK AREAS.
7. MAINTAIN CLEAR ACCESS TO EXITS AND PROVIDE TEMPORARY BARRIERS AS REQUIRED TO ENSURE EXIT ACCESS.
8. PREP EXISTING-TO-REMAIN WALLS AND COLUMNS FOR NEW FINISHES.
9. REMOVE ALL FLOOR COVERINGS AND PREPARE FLOORS FOR NEW FLOOR FINISHES. EXISTING LOBBY FLOORING AND CORRIDOR
FLOORING IS TO REMAIN.
10. REMOVE DOORS, FRAMES AND HARDWARE AS INDICATED.
11. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE DURING THE ENTIRE CONSTRUCTION PROCESS.
SHEET NOTES - DEMOLITION PLAN
Location
Issue Date
Project Number
Drawing Number
Project Title
Checked Drawn
OAKLAND COUNTY, MICHIGAN
923PC2006
Dwg. of
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
Gordon PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
CONSULTANT
The LA Group
(518) 587-8100
Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032
Miller-Remick LLC.
(856) 429-4000
MEGA
(517) 223-3512
The Onyx Group
(703) 548-6699
ECS Mid Atlantic LLC.
(412) 260-1470
GIS, Inc.
(205) 941-0442
AA101
PIC/ ADMIN BLDG - DEMOLITION
PLAN
AEKSMAY 10, 2019
BID DOCUMENTS
152 238
SCALE: 1/4" = 1'-0"AA101
1 DEMOLITION PLAN
KEYNOTE LEGEND
ITEM DESCRIPTION
D01 REMOVE EXISTING STONE AND BRICK.
D02 REMOVE EXISTING EXTERIOR WALL & WINDOW - COORDINATE WITH
STRUCTURAL.
D03 REMOVE EXISTING INTERIOR CMU WALL - COORDINATE WITH
STRUCTURAL.
D05 REMOVE EXISTING CERAMIC FLOOR AND WALL TILE.
1 2 3 4
A
B
B.8
C
D
D.2
E
F
EXISTING TO REMAIN
3" CONT. SOFFIT VENT
REMOVE PREFINISHED METAL SOFFIT
PANELS AND EXHAUST LOUVERS AS
REQUIRED BY DEMOLITION FOR NEW
WORK INSTALLATION
REMOVE PREFINISHED
METALCOVERED WOOD
FASCIA & SOFFIT TRIM
1 HOUR FIRE RATED CEILING
ASSEMBLY - (U.L.#U499, GA FILE
NO. WP6905) - EXISTING TO
REMAIN.
9'- 9"
9'-
7/ 8"
0" 1/2" 1" 2" 4"
0' 2' 4' 8' 16'
1/4" = 1'0"
8' - 4 1/2"
8' - 4 1/2"
8' - 0"
9' - 11"
AA405
14' - 6"
14' - 6"
1' - 0"1' - 0"
1' - 0" 1' - 0"
AA405
LEGEND: DEMOLITION REFLECTED CEILING PLAN
LIGHT FIXTURE TO BE DEMOLISHED
EXISTING DOWNLIGHT TO REMAIN
GYPSUM BOARD CEILING/BULKHEAD TO BE DEMOLISHED
GYPSUM BOARD CEILING/BULKHEAD TO REMAIN
1. COORDINATE HAUL ROUTES, DUMPSTER LOCATIONS, POWER, WATER, SPRINKLER SERVICE INTERRUPTIONS WITH THE TENANT.
NOTIFY TENANT AT LEAST 72 HOURS IN ADVANCE OF UTILITY, LIFE SAFETY SYSTEM, INTERRUPTIONS.
2. IDENTIFY NOISY WORK EFFORTS WITH TENANT AND SCHEDULE NOISY WORK TO MEET TENANT’S REQUIREMENTS.
3. PROTECT ALL FLOORS, WALLS, AND CEILINGS ALONG HAUL ROUTES TO PREVENT DAMAGE.
4. REMOVE ALL EXISTING ELECTRICAL CABLING BACK TO THE NEAREST JUNCTION BOX AND/OR ELECTRICAL PANEL FOR DEVICES IN
WALLS OR CEILINGS TO BE REMOVED UNDER THIS CONTRACT.
5. REPAIR ANY EXISTING DAMAGE AND/OR DAMAGE CAUSED BY THE WORK TO EXISTING FIRE RATED ENCLOSURES, WALLS, AND /OR THE SUPERSTRUCTURE AS REQUIRED. REPAIR AND/OR REPLACE AS REQUIRED TO MAINTAIN FIRE RATINGS.
6. SEQUENCE WORK TO MAINTAIN LIFE SAFETY IN WORK AND ADJACENT NON-WORK AREAS.
7. MAINTAIN CLEAR ACCESS TO EXITS AND PROVIDE TEMPORARY BARRIERS AS REQUIRED TO ENSURE EXIT ACCESS.
8. PREP EXISTING-TO-REMAIN WALLS AND COLUMNS FOR NEW FINISHES.
9. REMOVE ALL FLOOR COVERINGS AND PREPARE FLOORS FOR NEW FLOOR FINISHES.
10. REMOVE DOORS, FRAMES AND HARDWARE AS INDICATED.
11. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE DURING THE ENTIRE CONSTRUCTION PROCESS.
SHEET NOTES -
Location
Issue Date
Project Number
Drawing Number
Project Title
Checked Drawn
OAKLAND COUNTY, MICHIGAN
923PC2006
Dwg. of
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
Gordon PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
CONSULTANT
The LA Group
(518) 587-8100
Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032
Miller-Remick LLC.
(856) 429-4000
MEGA
(517) 223-3512
The Onyx Group
(703) 548-6699
ECS Mid Atlantic LLC.
(412) 260-1470
GIS, Inc.
(205) 941-0442
AA102
PIC/ ADMIN BLDG - DEMOLITION
RCP
AEKSMAY 10, 2019
BID DOCUMENTS
153 238
SCALE: 1/4" = 1'-0"AA102
1 DEMOLITION RCP
1. COORDINATE HAUL ROUTES, DUMPSTER LOCATIONS, POWER, WATER, SPRINKLER SERVICE INTERRUPTIONS WITH THE TENANT.
NOTIFY TENANT AT LEAST 72 HOURS IN ADVANCE OF UTILITY, LIFE SAFETY SYSTEM, INTERRUPTIONS.
2. IDENTIFY NOISY WORK EFFORTS WITH TENANT AND SCHEDULE NOISY WORK TO MEET TENANT’S REQUIREMENTS.
3. REPAIR ANY EXISTING DAMAGE AND/OR DAMAGE CAUSED BY THE WORK TO EXISTING FIRE RATED ENCLOSURES, WALLS, AND /OR THE SUPERSTRUCTURE AS REQUIRED. REPAIR AND/OR REPLACE AS REQUIRED TO MAINTAIN FIRE RATINGS.
4. SEQUENCE WORK TO MAINTAIN LIFE SAFETY IN WORK AND ADJACENT NON-WORK AREAS.
5. MAINTAIN CLEAR ACCESS TO EXITS AND PROVIDE TEMPORARY BARRIERS AS REQUIRED TO ENSURE EXIT ACCESS.
6. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE DURING THE ENTIRE CONSTRUCTION PROCESS.
SHEET NOTES -
LEGEND: DEMOLITION ROOF PLAN
EXISTING ROOF, TO REMAIN
EXISTING ROOFING TO BE
DEMOLISHED; AS REQUIRED FOR NEW
ROOF INSTALLATION
ROOFING TO BE REMOVED& STORED FOR
REINSTALLATION
1 2 3 4
A
B
B.8
C
D
D.2
E
F
EXISTING
CULTURED STONE FACED CMU
CHIMNEY w/ CAST STONE CAP TO
REMAIN
EXISTING SNOW
GUARDS TO
REMAIN
EXISTING
CONT. VENTED RIDGE CAP
EXISTING
VALLE
Y TYP.
EXISTING SNOW
GUARDS TO
REMAIN
EXISTING
PREFINISHED METAL COUNTER
FLASHING AROUND CHIMNEY TO
REMAIN
EXISTING
VTR
REMOVE EXISTING STANDING
SEAM METAL ROOF - EXTENT
AS REQUIRED FOR NEW ROOF
INSTALLATION
REMOVE EXISTING
STANDING SEAM METAL
ROOF - EXTENT AS
REQUIRED FOR NEW
ROOF INSTALLATION
0" 1/2" 1" 2" 4"
0' 2' 4' 8' 16'
1/4" = 1'0"
18'-6"
18'-6"
Location
Issue Date
Project Number
Drawing Number
Project Title
Checked Drawn
OAKLAND COUNTY, MICHIGAN
923PC2006
Dwg. of
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
Gordon PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
CONSULTANT
The LA Group
(518) 587-8100
Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032
Miller-Remick LLC.
(856) 429-4000
MEGA
(517) 223-3512
The Onyx Group
(703) 548-6699
ECS Mid Atlantic LLC.
(412) 260-1470
GIS, Inc.
(205) 941-0442
AA103
PIC/ ADMIN BLDG - DEMOLITION
ROOF PLAN
AEKSMAY 10, 2019
BID DOCUMENTS
154 238
SCALE: 1/4" = 1'-0"AA103
1 PIC/ ADMIN - DEMOLITION ROOF PLAN
FD
FD
FD
WOMEN'S RESTROOM
P104
EXISTING UTILITY ROOM
P102
MEN'S RESTROOM
P103
FAM. RESTROOM
P109
'-1
1/
2"
N. I .C.
AA402
AA403
AA402 6
AA104
AA201
1 2 3 4
A
B
B.8
C
D
D.2
E
F
AA301
AA301
EXISTING TO REMAIN
NEW 3 3/4"
WALL
AA301
AA403
CL
EA
R
7'-
3/ 4"
2"
1'- 0"
'-3
/4
1'- 9"
1'-9"
1'- 9"
1'- 9"
1'-9"
8"
1'-3 1/2"
'-1
1"
6'-1 1/8" 3'-2" 6'-1 1/8"
AA402
8'-
3/ 4"
3'- 2"
7'-
7/ 8"
3'- 2"
AA104
AA201
AA104
AA201
AA104
AA201
7'-11"
EXISTING CORRIDOR
P107
EXISTING LOBBY
P101
0" 1/2" 1" 2" 4"
0' 2' 4' 8' 16'
1/4" = 1'0"
EXPANSION
JOINT
EXPANSION
JOINT
AA4051
E
E
E
E
CORRIDOR
P108
AA501
AA601
AA104
AA201
PARTITION AT
WINDOW, BRACED
BELOW WINDOW (TYP.)
EX. CLOSET
P106
EX. MECH. CLOSET
P105
EX. VISITOR'S LOBBY
P100
AA501
AA502
AA502
AA405
16'-0"
6'-1 1/8" 3'-2" 6'-1 1/8"
16'-0"
3'-
1/ 2"
8'- 0"
3'- 2"
3'- 2"
7'-
/8
3'-
2" 4'-
1/
4"
EXISTING WALL TO REMAIN
EXTERIOR WALL
INTERIOR PARTITIONS
LEGEND: WALL PHASING
1. VERIFY FIELD CONDITIONS PRIOR TO START OF DEMOLITION/CONSTRUCTION,
AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.
2. CONFORM TO ALL BUILDING CODES AND EXECUTE WORK ONLY WHICH IS IN
CONFORMANCE.
3. DISTURBED AREAS ADJACENT TO NEW CONSTRUCTION SHALL BE
PATCHED/ REPAIRED TO MATCH NEW WORK. ADDITIONALLY, ANY WORK
COMPLETED DURING DEMOLITION THAT DISTURBED EXISTING TO REMAIN
FINSHES SHALL BE REPAIRED/PATCHED TO MATCH EXISTING.
4. PROTECT ALL PORTIONS OF EXISTING BUILDING TO REMAIN DURING
DEMOLITION/CONSTRUCTION. THE GENERAL CONTRATOR IS RESPONSIBLE
FOR ANY AND ALL DAMAGES CAUSED BY CONTRACTOR &
SUBCONTRACTORS.
5. KEEP ALL EXISTING ADJACENT SPACES AND PROPERTIES CLEAN
DURING DEMOLITION AND CONSTRUCTION. ANY DEBRIS SHALL BE
REMOVED FROM WORK AREAS DAILY. IF REQUIRED, CLOSE OFF EXISTING
SUPPLY / RETURN PIPES FEEDING EXISTING ROOMS TO PREVENT
DUST/DEBRIS ENTRY.
6. NEW WORK TO BE COMPLETED BY OTHER TRADES IS SHOWN ON OTHER
SHEETS OF THIS SET OF CONTRACT DOCUMENTS. THIS CONTRACTOR SHALL
REVIEW THE NEW WORK OF OTHER TRADES TO ASCERTAIN WHERE SUCH
WORK COULD EFFECT THEIR OWN WORK. THE CONTRACTOR SHOULD ALSO
COORDINATE THEIR WORK WITH THE WORK OF OTHER TRADES. ANY
DEMOLITION OF FINISHES (I.E. DRYWALL) DUE TO NEW WORK (PULLING WIRES)
SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING.
7. PROVIDE ADEQUATE BRACING AND SHORING OF EXISTING MASONRY AND
CONCRETE WALLS (BEARING AND NON-BEARING) TO RECEIVE NEW MASONRY
OPENINGS (TYP.) AND PATCH EXISTING FINISHES TO REMAIN.
SHEET NOTES -
SCALE: 1/4" = 1'-0"AA104
1 PIC/ ADMIN BLDG - FLOOR PLAN
Location
Issue Date
Project Number
Drawing Number
Project Title
Checked Drawn
OAKLAND COUNTY, MICHIGAN
923PC2006
Dwg. of
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
Gordon PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
CONSULTANT
The LA Group
(518) 587-8100
Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032
Miller-Remick LLC.
(856) 429-4000
MEGA
(517) 223-3512
The Onyx Group
(703) 548-6699
ECS Mid Atlantic LLC.
(412) 260-1470
GIS, Inc.
(205) 941-0442
AA104
PIC/ ADMIN BLDG - FLOOR PLAN
AEKSMAY 10, 2019
BID DOCUMENTS
155 238
ROOM AREA SCHEDULE
Number Name Area
P100 EX. VISITOR'S LOBBY 488 SF
P101 EXISTING LOBBY 393 SF
P102 EXISTING UTILITY ROOM 142 SF
P103 MEN'S RESTROOM 198 SF
P104 WOMEN'S RESTROOM 290 SF
P105 EX. MECH. CLOSET 25 SF
P106 EX. CLOSET 26 SF
P107 EXISTING CORRIDOR 54 SF
P108 CORRIDOR 99 SF
P109 FAM. RESTROOM 82 SF
| 98_CS401-402 - Columbarium Site Plan Enlargement-CS401 |
| 98_CS401-402 - Columbarium Site Plan Enlargement-CS402 |
| 100_CG401-402 - Columbarium Grading Enlargement-CG401 |
| 100_CG401-402 - Columbarium Grading Enlargement-CG402 |
| 102_CG403-404 - Columbarium Drainage Enlargement Plans-CG403 |
| 102_CG403-404 - Columbarium Drainage Enlargement Plans-CG404 |
| 104_CI700- Columbarium Numbering Plan-CI700 |
| 105_CI701-703 Columbarium Elevations-CI701 |
| 105_CI701-703 Columbarium Elevations-CI702 |
| 105_CI701-703 Columbarium Elevations-CI703 |
| 108_CI704-708 Columbarium Details-CI705 |
| 108_CI704-708 Columbarium Details-CI704 |
| 108_CI704-708 Columbarium Details-CI706 |
| 108_CI704-708 Columbarium Details-CI707 |
| 108_CI704-708 Columbarium Details-CI708 |
| 113_CI709-710 - Base Stone Location Plan-CI709 |
| 113_CI709-710 - Base Stone Location Plan-CI710 |
| 115_CI711 - Base Stone Details-CI711 |
| 116_CI712-713 - Capstone Location Plan-CI712 |
| 116_CI712-713 - Capstone Location Plan-CI713 |
| 118_CI714-CI715 - Capstone Details-CI714 |
| 118_CI714-CI715 - Capstone Details-CI715 |
| 120_CI750 CSS Service Emblem Details-CI750 |
| 120_CI750 CSS Service Emblem Details-CI751 |
| 122_CI760 Assembly Wall Cap Details-CI760 |
| L-100 |
| L-101 |
| L-102 |
| L-103 |
| L-104 |
| L-105 |
| L-106 |
| L-107 |
| L-108 |
| L-109 |
| L-501 |
| L-502 |
| P-GreatLakesPh2-dd-I-001 |
| Sheets and Views |
| I-001 |
| P-GreatLakesPh2-dd-I-100 |
| Sheets and Views |
| I-100 |
| P-GreatLakesPh2-dd-I-101 |
| Sheets and Views |
| I-101 |
| P-GreatLakesPh2-dd-I-102 |
| Sheets and Views |
| I-102 |
| P-GreatLakesPh2-dd-I-103 |
| Sheets and Views |
| I-103 |
| P-GreatLakesPh2-dd-I-104 |
| Sheets and Views |
| I-104 |
| P-GreatLakesPh2-dd-I-105 |
| Sheets and Views |
| I-105 |
| P-GreatLakesPh2-dd-I-106 |
| Sheets and Views |
| I-106 |
| P-GreatLakesPh2-dd-I-107 |
| Sheets and Views |
| I-107 |
| P-GreatLakesPh2-dd-I-108 |
| Sheets and Views |
| I-108 |
| P-GreatLakesPh2-dd-I-109 |
| Sheets and Views |
| I-109 |
| P-GreatLakesPh2-dd-I-110 |
| Sheets and Views |
| I-110 |
| P-GreatLakesPh2-dd-I-501 |
| Sheets and Views |
| I-501 |
| P-GreatLakesPh2-dd-I-502 |
| Sheets and Views |
| I-502 |
| P-GreatLakesPh2-dd-I-503 |
| Sheets and Views |
| I-503 |
| GLNC_DD Drawings_Bathrooms_onyx-autodesk |
| Sheets |
| A-002 - LIFE SAFETY PLAN |
| AA101 - PIC/ ADMIN BLDG - DEMOLITION PLAN |
| AA102 - PIC/ ADMIN BLDG - DEMOLITION RCP |
| AA103 - PIC/ ADMIN BLDG - DEMOLITION ROOF PLAN |
| AA104 - PIC/ ADMIN BLDG - FLOOR PLAN |
| AA105 - PIC/ADMIN BLDG - REFLECTED CEILING PLAN |
| AA106 - PIC/ ADMIN BLDG - ROOF PLAN |
| AA201 - PIC/ADMIN BLDG – BLDG ELEVATIONS |
| AA301 - PIC/ADMIN BLDG – BLDG SECTIONS |
| AA401 - PIC/ADMIN BLDG – BLDG DETAILS |
| AA402 - PIC/ADMIN BLDG - MEN'S & FAMILY RESTROOM |
| AA403 - PIC/ADMIN BLDG - WOMEN'S RESTROOM |
| AA404 - PIC/ ADMIN BLDG - FIXTURE HEIGHTS & SCHEDULE |
| AA405 - PIC/ ADMIN INTERIOR ELEVATIONS |
| AA501 - PIC/ ADMIN BLDG - DETAILS |
| AA502 - PIC/ ADMIN BLDG - WALL DETAILS |
| AA601 - PIC/ADMIN BLDG - DOOR AND WINDOW SCHEDULE |
| AA602 - PIC/ADMIN PARTITION TYPES |
| AA603 - PIC/ADMIN BLDG – INTERIOR FINISH PLAN |
| AA604 - PIC/ADMIN BLDG – FIXTURE SCHEDULE |
| GLNC_CD_16_onyx-autodesk |
| Sheets |
| A-001 - ARCHITECTURAL SYMBOLS & ABBREVIATIONS |
| AB101 - BULK STORAGE BLDG - FLOOR PLAN & ROOF PLAN |
| AB201 - BULK STORAGE BLDG - BLDG ELEVATIONS & SECTION |
| AB501 - BULK STORAGE BLDG - DETAILS |
| AC101 - COMMITTAL SHELTER - FLOOR PLAN (ADD ALTERNATE NO.1) |
| AC102 - COMMITTAL SHELTER - REFLECTED CEILING PLAN & ROOF PLAN (ADD ALTERNATE NO.1) |
| AC201 - COMMITTAL SHELTER – BLDG ELEVATIONS & SECTIONS (ADD ALTERNATE NO.1) |
| AC401 - COMMITTAL SHELTER – DETAILS (ADD ALTERNATE NO.1) |
| AE101 - EQUIPMENT VEHICLE STORAGE - DEMOLITION PLAN |
| AE102 - EQUIPMENT VEHICLE STORAGE - FLOOR PLAN |
| AE103 - EQUIPMENT VEHICLE STORAGE - MEZZANINE FLOOR PLAN |
| AE104 - EQUIPMENT VEHICLE STORAGE - ROOF PLAN |
| AE105 - EQUIPMENT VEHICLE STORAGE- REFLECTED CEILING PLANS |
| AE301 - MEZZANINE - SECTIONS |
| AE501 - MEZZANINE - DETAILS |
| AF101 - COVERED STORAGE - PLANS (ADD ALTERNATE NO.4) |
| AF102 - COVERED STORAGE - SECTIONS & DETAILS (ADD ALTERNATE NO.4) |
| AG101 - MAINTENANCE GARAGE - TRENCH REPLACEMENT |
| AT101 - PROPOSED TEMPORARY TRAILER & RESTROOM LAYOUT |
| P-001 |
| P-001 |
| P-001 |
| PD101 |
| PD101 |
| PD101 |
| PP100 - Admin site utilities |
| PP100 - Admin site utilities |
| PP100 |
| PP101 |
| PP101 |
| PP101 |
| PP501 |
| PP501 |
| PP501 |
| P-601 |
| P-601 |
| P-601 |
| P-701 |
| P-701 |
| P-701 |
| M-001 |
| M-001 |
| M-001 |
| MD101 |
| MD101 |
| MD101 |
| M-101 |
| M-101 |
| M-101 |
| M-501 |
| M-501 |
| M-501 |
| M-701 |
| M-701 |
| M-701 |
| E-001 |
| E-001 |
| E-001 |
| E-002 |
| E-002 |
| E-002 |
| ED101 |
| ED101 |
| ED101 |
| ES001 |
| ES001 |
| ES001 |
| EL101 |
| EL101 |
| EL-101 |
| EL102 |
| EL102 |
| EL102 |
| EL103 |
| EL103 |
| EL103 |
| EP101 |
| EP101 |
| EP-101 |
| EY101 |
| EY101 |
| EY-101 |
| EL201 |
| EL201 |
| EL-201 |
| EP201 |
| EP201 |
| EP-201 |
| EL301 |
| EL301 |
| EL-301 |
| EL302 |
| EL302 |
| EL302 |
| EL303 |
| EL303 |
| EL303 |
| EL304 |
| EL304 |
| EL304 |
| EP301 |
| EP301 |
| EP-301 |
| EY301 |
| EY301 |
| EY-301 |
| EL401 |
| EL401 |
| EL401 |
| E-501 |
| E-501 |
| E-501 |
| E-502 |
| E-502 |
| E-502 |
| E-601 |
| E-601 |
| E-601 |
| E-602 |
| E-602 |
| E-602 |
| E-701 |
| E-701 |
| E-701 |
| E-702 |
| E-702 |
| E-702 |
| S-001 |
| S-001 |
| S-001 |
| SF101 |
| SF101 |
| SF101 |
| SF111 |
| SF111 |
| SF111 |
| SF112 |
| SF112 |
| SF112 |
| SF121 |
| SF121 |
| SF121 |
| SF131 |
| SF131 |
| SF131 |
| S-501 |
| S-501 |
| S-501 |
| S-502 |
| S-502 |
| S-502 |
| S-503 |
| S-503 |
| S-503 |
| S-504 |
| S-504 |
| S-504 |
| S-505 |
| S-505 |
| S-505 |
| S-506 |
| S-506 |
| S-506 |
| SS301 |
| SS301 |
| SS301 |
| SS302 |
| SS302 |
| SS302 |
File details come from the government source that posted it.