36C10F19R0010-0004063.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 63 Pages 146-150.pdf
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SEE DETAIL 4/I-501FOR
ACTUAL MANIFOLD PLUMBING
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8-16
1.5"
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
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A
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21 4 5 6 7 8 9 10
OAKLAND COUNTY, MICHIGAN
923PC2006
MAY 10, 2019
Gordon PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 238
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
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
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 Midwest LLC.
847-279-0366
GIS, Inc.
(205) 941-0442 JDL CCT
I-110
C e r t i f i e d
I r r i g at io n
D e s i g n e r
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IRRIGATION PLAN
1" =
30' 0' 15' 30' 60'
30'
LEGEND
Q
3 3
2"
7 8
MATCHLINE SEE PAGE I-107
M A
T C
H L I N
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S
E E
P
A G
E
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CONSTRUCTION NOTES
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
OAKLAND COUNTY, MICHIGAN
923PC2006
MAY 10, 2019
Gordon PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 238
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
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
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 Midwest LLC.
847-279-0366
GIS, Inc.
(205) 941-0442 JDL CCT
I-501
C e r t i f i e d
I r r i g at io n
D e s i g n e r
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IRRIGATION DETAILS
N.T.S
AIR/VACUUM RELIEF VALVE ASSEMBLY
N.T.S
ISOLATION GATE VALVE ASSEMBLY
N.T.S
QUICK COUPLER VALVE ASSEMBLY
N.T.S
REMOTE CONTROL VALVE ASSEMBLY
MAINLINE PIPE
REMOTE CONTROL VALVE
ASSEMBLY
SOLVENT
WELD TEE
ISOLATION ANGLE VALVE
ON SERVICE TEE
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
OAKLAND COUNTY, MICHIGAN
923PC2006
MAY 10, 2019
Gordon PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 238
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
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
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 Midwest LLC.
847-279-0366
GIS, Inc.
(205) 941-0442 JDL CCT
I-502
C e r t i f i e d
I r r i g at io n
D e s i g n e r
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IRRIGATION DETAILS
N.T.S
PRE-PLACED CRYPT SPRINKLER PLACEMENT DETAIL
N.T.S
IN-GROUND CREMAINS SPRINKLER PLACEMENT DETAIL
N.T.S
PIPE FITTINGS AND SLEEVE DETAILS
N.T.S
TRENCH SCHEMATIC
IRRIGATION
AISLE BOUNDARY
8"
4'
PIPE FITTING WITH JOINT RESTRAINT AT ALL CHANGES OF DIRECTION, TYPICAL
11.25° BEND (IPS)
(PJ x PJ)
TEE w/ REDUCER IN
BRANCH & RUN (IPS)
(PJ x PJ x PJ)
45° BEND (IPS)
(PJ x PJ)
22.5° BEND (IPS)
(PJ x PJ)
TEE (IPS)
(PJ x PJ x PJ)
90° BEND (IPS)
(PJ x PJ)
REDUCER (IPS)
(PJ x PJ)
PIPE BELL
N.T.S
POP-UP SPRAY ASSEMBLY
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
OAKLAND COUNTY, MICHIGAN
923PC2006
MAY 10, 2019
Gordon PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 238
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
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
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 Midwest LLC.
847-279-0366
GIS, Inc.
(205) 941-0442 JDL CCT
I-503
C e r t i f i e d
I r r i g at io n
D e s i g n e r
I
R
R
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A
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IRRIGATION DETAILS
N.T.S
POP-UP ROTOR ASSEMBLY
N.T.S
FLOWER WATER STATION
ENCAPSULATED IN WATER PROOF
SPLICE CAP. DBR/Y-6
Turf-4" or top
3 root zone
12" WIRE BURY OR PER NEC
LAWN OR SURFACE TREATMENT
FINISHED GRADE
SENSOR - SET LENGTH HORIZONTALLY AND BLADE IN
VERTICAL POSITION WITH SLEEVED WIRES OUT OF BOTTOM
SLEEVED WIRES FROM SENSOR
SUPPORT BLOCK - 2 REQUIRED
BURY DEPTH
CABLE TO CONTROLLER
N.T.S
SOIL MOISTURE SENSOR ASSEMBLY
N.T.S
CONTROLLER ASSEMBLY
N.T.S
POP-UP ROTOR ASSEMBLY FOR PPC IRRIGATION AISLE
N.T.S
CONTROLLER GROUNDING ASSEMBLY
S
M
A s
AREA REQUIRING DETAIL
SHEET NUMBER WHERE DETAIL IS DRAWN
DETAIL NUMBER
SECTION INDICATOR
DOOR TAG
ROOM TAG
DRAWING SYMBOLS
ALIGN
THESE 2
ITEMS
WALL / DETAIL SECTION
ENLARGED PLAN CALLOUT INDICATOR
DRAWING STANDARDS
CENTERLINE
SHEET NUMBER WHERE DETAIL IS REFERENCED
PLAN DETAIL INDICATOR
DETAIL NUMBER
TITLE OF DRAWING
SCALE OF INDICATED DRAWING
A-103
SIM
A-101
ROOM
NAME
SCALE:6A View Name 1/8" = 1'-0"
DETAIL SECTION
ELEVATION INDICATOR
NORTH ARROW
ALIGN SYMBOL
DEMOLISH DOOR
EXISTING DOOR
NEW DOOR
DEMOLITION
NEW WORK
EXISTING
DIRECTION OF VIEW
ELEVATION NUMBER
SHEET NUMBER WHERE
ELEVATION IS DRAWN
INTERIOR
A-101
SECTION NUMBER
SHEET NUMBER WHERE
SECTION IS DRAWN
DIRECTION OF VIEW
SECTION NUMBER
SHEET NUMBER WHERE
SECTION IS DRAWN
DIRECTION OF VIEW
6" TO WALL
NEW WALL
DEMO WALL
EXISTING WALL
TO REMAIN
R101 A101
SIM
DETAIL CALLOUT
XXXXX
*SEE WALL
CONSTRUCTION &
TYPE LEGEND FOR
FURTHER DETAIL
1'-0" Ceiling Type Ceiling Finish
CEILING TAG
A101
SIM
SECTION CALLOUT
1t WINDOW TAG
WALL TAG
GL
1 MATERIAL KEYNOTE
1 ELEVATION KEYNOTE
1 PLAN KEYNOTE
GBXXX
A101
SIM
R101 A101
SIM
REFERENCE SHEET
ELEVATION NUMBER
EXTERIOR
R-0000
A-0000
SHEET NUMBER
TOILET PARTITION DOOR
1' X 4' FLUORESCENT PENDENT
LIGHT FIXTURE
EXIT SIGN
2' x 2' FLUORESCENT LIGHT FIXTURE
RETURN DIFFUSER
SUPPLY DIFFUSER
FLUORESCENT RECESSED
DOWNLIGHT LIGHT FIXTURE
2' x 2' ACOUSTICAL CEILING GRID (NEW)
GYPSUM BOARD CEILING/BULKHEAD
FLUORESCENT RECESSED
WALL WASH LIGHT FIXTURE
2' x 2' FLUORESCENT VIDEO
CONFERENCE LIGHT FIXTURE
SUPPLY DIFFUSER
SPEAKERWALL WASH LIGHT FIXTURE
EXISTING 2' x 4' FLUORESCENT LIGHT
FIXTURE
STROBE
2' x 2' ACOUSTICAL CEILING GRID (EXISTING)
M
MOTION SENSOR
MICROPHONE
REFLECTED CEILING PLAN LEGEND
REUSED/ RELOCATED OR NEW 2' x 4'
FLUORESCENT LIGHT FIXTURER
REUSED/ RELOCATED OR NEW 1' X 4'
FLUORESCENT PENDENT LIGHT FIXTURER
SWITCH (DESIGNATION A OR B INDICATES
ALTERNATING SWITCH)
D
DIMMER
4' TWO LAMP FLOURESCENT FIXTURE
E
NEW 2' x 4' FLUORESCENT LIGHT
FIXTURE
DUPLEX ELECTRICAL OUTLET
TELEPHONE/DATA PORT
QUADRAPLEX ELECTRICAL OUTLET
JUNCTION BOX FOR FURNITURE WHIP
AND COMMUNICATION OUTLETS
POWER / COMMUNICATION SYMBOLS
J
MATERIAL SYMBOLS
ACCOUSTICAL CEILING
PLASTER AND GYPSUM
BOARD
ALUMINUM
BRICK
CONCRETE MASONRY
UNIT
EARTH
CONCRETE OR
PRECAST
BATT INSULATION
PLYWOOD
FINISHED WOOD
RIGID INSULATION
STEEL OR IRON
WOOD BLOCKING
1. VERIFY FIELD CONDITIONS PRIOR TO START OF DEMOLITION/ CONSTRUCTION, AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.
2. ANY AND ALL ASBESTOS AND/OR LEAD PAINT DISCOVERED DURING DEMOLITION OR CONSTRUCTION MUST BE REPORTED TO ARCHITECT AND OWNER IMMEDIATELY. SEE ASBESTOS INSPECTION SURVEY AND SPECIFICATION FOR REMOVAL PRIOR TO ABATEMENT WORK.
3. CONFORM TO ALL BUILDING CODES AND EXECUTE WORK ONLY WHICH IS IN CONFORMANCE.
4. DASHED LINES INDICATE ITEMS TO BE REMOVED.
5. 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.
6. 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.
7. WHERE DEMOLITION IS REQUIRED, THE CONTRACTOR SHALL REMOVE ITEMS COMPLETE WITH FASTENERS, ANCHORS, SEALANTS, CAULKING, ADHESIVES, ETC. ADJACENT REMAINING CONSTRUCTION SHALL BE PATCH/REPAIRED IN WORKMANLIKE CONDITION AND PREPAIRED TO RECIEVE NEW
FINISH AS PER ROOM FINISH SCHEDULE.
8. DEMOLITION SHALL BE CAREFULLY COORDINATED WITH THE PLANS, SECTIONS, SCHEDULES AND DETAILS OF THE CONTRACT DOCUMENTS. IT IS THE INTENT OF THE DEMOLITION DRAWINGS TO DELINEATE CONSTRUCTION OR ITEMS TO BE REMOVED/ REWORKED. NEW CONSTRUCTION REQUIRED, AND EXTENT OF DEMOLITION REQUIRED IS DELINEATED FURTHER IN CONTRACT DOCUMENTS.
9. DEMOLITION WORK TO BE COMPLETED BY OTHER TRADES IS SHOWN ON OTHER SHEETS OF THIS SET OF CONTRACT DOCUMENTS. THIS CONTRACTOR SHALL REVIEW THE DEMOLITION WORK OF OTHER TRADES TO ASCERTAIN WHERE SUCH WORK COULD EFFECT THEIR OWN WORK. THE
CONTRACTOR SHOULD ALSO COORDINATE HIS THEIR WORK WITH THE WORK OF OTHER TRADES.
10. 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.
11. PROTECT ANY NEW OPENING CREATED BY DEMOLITION PRIOR TO CONSTRUCTION OF NEW DOORS, MASONRY INFILL, FIRE RATED PARTITIONS, ETC. (SEE FLOOR PLANS)
12. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL ON ALL EQUIPMENT REMOVED. COORDINATE WITH OWNER AS TO WHAT EQUIPMENT WILL BE
SALVAGED. DELIVER EQUIPMENT TO LOCATION ON SITE AS DIRECTED BY OWNER.
GENERAL NOTES - DEMOLITION
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-001
ARCHITECTURAL SYMBOLS &
ABBREVIATIONS
AEKSMAY 10, 2019
BID DOCUMENTS
150 238
ABBREVIATIONS - ARCHITECTURAL
MER MECH. EQUIPMENT ROOM
MIN MINIMUM
mm MILLIMETER
MO MASONRY OPENING
MPa MEGA PASCAL
MTD MOUNTED
MTL METAL
MULL MULLION
N NORTH
NEC NATIONAL ELECTRIC CODE
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
O.C. ON CENTER
OFD OVERFLOW DRAIN
OH OVERHEAD
OPG OPENING
OPP OPPOSITE
PAC PUBLIC ACCESS CONTROL
PART PARTITION
PED PEDESTRIAN
PKG PACKAGE
PLAM PLASTIC LAMINATE
PLBG PLUMBING
PT PRESSURE TREATED
PTD PAINTED
PVMT PAVEMENT
QT QUARRY TILE
R RADIUS
R.O. ROUGH OPENING
RB RUBBER BASE
RCP REFLECTIVE CEILING PLAN
RD ROOF DRAIN
REF REFER, REFERENCE
REFL REFLECTED
REINF REINFORCED
REV REVISION
RM ROOM
SIM SIMILAR
SPM SINGLE PLY MEMBRANE
SSM SOLID SURFACE MATERIAL
SST STAINLESS STEEL
STC SOUND TRANSMISSION COEFFICIENT
STL STEEL
STOR STORAGE
SUSP SUSPENDED
T.O. TOP OF
THK THICK(NESS)
TLO TOTAL LENGTH OPENING
TOS TOP OF SLAB
TP TOILET PARTITION
TYP TYPICAL
U/S UNDERSIDE
UON UNLESS OTHERWISE NOTED
V/O VISION OPENING
VCT VINYL COMPOSITE TILE
VERT VERTICAL(LY)
VIF VERIFY IN FIELD
W WIDE, WIDTH, WEST
W/ WITH
WD WOOD
WR WATER RESISTANT
ABBREVIATIONS - ARCHITECTURAL
A/C AIR CONDITIONER
ACCU AIR CONDITIONING CONDENSING UNIT
ACT ACOUSTICAL CEILING TILE
AD AREA DRAIN
AFF ABOVE FINISHED FLOOR
AHU AIR HANDLING UNIT
ALUM ALUMINUM
ANOD ANODIZED
ARCH ARCHITECT(URE,URAL)
BLDG BUILDING
BOT BOTTOM
BRD BOARD
CFL COMPACT FLUORESCENT
CI CAST IRON
CJ CONTROL JOINT
CLG CEILING
CLO CLOSET
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CO COMPANY
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
COR CONTRACTING OFFICER REPRESENTATIVE
CPT CARPET
CT CERAMIC TILE
CTR CENTER
DBL DOUBLE
DEMO DEMOLISH
DET DETAIL
DIA DIAMETER
DIM DIMENSION
DN DOWN
DR DOOR
DS DOWN SPOUT
DTL DETAIL
DWG(S) DRAWING(S)
E EAST
EA EACH
EIFS EXTERIOR INSULATED FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ENCL ENCLOSURE
EQ EQUAL
EQMT EQUIPMENT
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
FAB FABRIC
FD FLOOR DRAIN
FEC FIRE EXTINGUISHER CABINET
FF FINISHED FLOOR
FIN FINISH(ED)
FLR FLOOR
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FOP FACE OF PARTITION
GALV GALVANIZED
GEN GENERAL
GR GUARD RAILING
GRAN GRANITE
GWB GYPSUM WALL BOARD
GYP BD GYPSUM BOARD
HD HAND
HM HOLLOW METAL
HP HIGH POINT
HR HAND RAILING
Hr HOUR
HRS HEAT RESISTANT STEEL
HT HEIGHT
INFO INFORMATION
JAN JANITOR
L LENGTH
LAV LAVATORY
LP LOW POINT
MATL MATERIAL
MAX MAXIMUM
MC METAL CEILING
MECH MECHANICAL
*GENERAL NOTES
0 ENSURE THAT ALL PENETRATIONS THROUGH STC RATED WALLS MEET STC REQUIREMENTS AND MAINTAIN WALL STC RATING.
1 CONSTRUCTION SHALL COMPLY TO COMPLY WITH CODES NOTED ON SHEET A-001.
2 CONSTRUCTION OF WORK INDICATED ON THE DRAWINGS AS (N.I.C.) IS NOT IN CONTRACT.
3 ALL WORK SHALL BE OF BEST PRACTICE OF EACH TRADE.
4 DETAILS NOT SHOWN ARE SIMILAR IN NATURE TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT COR BEFORE PROCEEDING WITH THE WORK. TYPICAL DETAILS APPLY AT ALL SIMILAR CONDITIONS WHETHER CROSS REFERENCED OR NOT.
5 DIMENSIONS SHOWN ON FLOOR PLANS ARE TO THE FACE OF GYPSUM WALL BOARD, FACE OF MASONRY (FOM), FACE OF CONCRETE (FOC), FRAME DOOR
OPENING AND COLUMN GRID LINES UNLESS NOTED OTHERWISE. REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL LAYERS OF FINISH
GYPSUM, BOARD, TILE, WOOD, OR OTHER SCHEDULED FINISH MATERIALS.
6 VERIFY DIMENSIONS IN FIELD BEFORE PROCEEDING WITH THE WORK. NOTIFY COR OF DISCREPANCIES, CONFLICTS, AND MODIFICATIONS.
7 DO NOT SCALE DRAWINGS. WHERE DIMENSIONS OR EXACT LOCATIONS ARE REQUIRED AND NOT INCLUDED ON THE DRAWINGS, REQUEST INFORMATION
FROM COR.
8 WHERE GYPSUM BOARD LAYERS DIFFER BETWEEN TWO ADJOINING WALLS, MAINTAIN A CONTINUOUS FINISH OF WALL.
9 ELECTROLYTIC PROTECTION SHALL BE PROVIDED BETWEEN DISSIMILAR METALS WHENEVER THE TWO ARE IN CONTACT.
10 OPEN EXTERIOR JOINTS AROUND DOOR FRAMES, BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF, BETWEEN WALL PANELS, AT
PENETRATIONS OF UTILITIES THROUGH THE BUILDING ENVELOPE SHALL BE SEALED, FLASHED OR WEATHER-STRIPPED AS REQUIRED FOR COMPATIBILITY
WITH ADJACENT MATERIALS TO ELIMINATE AIR LEAKAGE & WATER INFILTRATION.
11 CEILING HEIGHT DIMENSIONS ARE FROM DESIGNATED FINISHED FLOOR SURFACE TO FINISHED CEILING SURFACES UNLESS NOTED OTHERWISE.
12 PROVIDE PROPER ANCHORAGE OF ESSENTIAL EQUIPMENT IN ACCORDANCE WITH APPLICABLE CODES.
13 PROVIDE ACCESS PANELS FOR MECHANICAL AND ELECTRICAL EQUIPMENT AS REQUIRED BY APPLICABLE CODES.
14 PROVIDE AND INSTALL ALL STIFFENERS, BRACINGS, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE BEST POSSIBLE INSTALLATION AND
REQUIRED MINIMUM LATERAL FORCE OF ALL TOILET/RESTROOM ACCESSORIES AND PARTITIONS AND ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT IN ACCORDANCE WITH APPLICABLE CODES.
DOORS
1 ALL DOOR SIZES ARE JAMB OPENING SIZES.
2 VERIFY ALL CONCRETE AND MASONRY OPENINGS IN THE FIELD PRIOR TO FABRICATION OF DOORS AND FRAMES.
3 ALL UNDERCUT DOOR REQUIREMENTS FOR VARYING CARPET THICKNESS; TILE FLOORING ETC. SHALL BE VERIFIED AND PROPERLY COORDINATED.
4 ALL NEW DOOR OPENINGS, DOOR FRAMES AND HARDWARE SHALL COMPLY WITH ALL APPLICABLE CODES AND U.L. REQUIREMENTS.
5 TYPICAL DOOR BEVEL TO BE 1/8” IN 2” U.N.O. BY THE HARDWARE TEMPLATE REQUIREMENTS.
6 ALL LABELED DOORS AND DOORS IN RATED WALLS SHALL BE SELF CLOSING AND HAVE SIMILAR LABELED FRAMES.
7 HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED AT 38” ABOVE THE FINISHED FLOOR.
8 ALL FLOOR PIVOTS AND CLOSER PLATES ARE TO BE INSTALLED FLUSH TO SLAB BELOW FLOORING. PROVIDE ADJUSTMENT ACCESS AS REQUIRED.
9 ALL STEEL DOORS & FRAMES TO BE PAINTED UNLESS NOTED OTHERWISE. COLOR AS SHOWN ON DRAWINGS.
10 DOOR OPENINGS NOT LOCATED BY DIMENSION SHALL BE CENTERED IN THE WALL SHOWN OR LOCATED 6” FROM FINISH WALL TO FINISH JAMB. ALL DOOR
WIDTH DIMENSIONS ON FLOOR PLANS ARE FOR SIZE OF DOOR ONLY, AND DO NOT INCLUDE DOOR FRAME OR SHIM SPACE.
FIRE PROTECTION
1 ALL INTERIOR FINISHES SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE CODES.
2 FIRE DAMPERS USED SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS AND CEILINGS PRIOR TO INSTALLATION VERIFY THAT
ADEQUATE ACCESS IS AVAILABLE IN ORDER TO RESET FUSIBLE LINKS.
3 EXIT DOORS TO OPEN FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT 4 EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED BY TWO (2) ELECTRIC LAMPS.
5 ALL EXITS SHALL BE PROVIDED WITH ILLUMINATED EXIT SIGNS AND IN ACCORDANCE WITH APPLICABLE CODES.
6 PROVIDE TWO SEPARATE SOURCES OF POWER FOR EXIT SIGNS.
7 THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH APPLICABLE CODES.
8 ALL SPACERS, FILLERS, BLOCKING, ETC. SHALL BE FIRE TREATED.
9 EMERGENCY LIGHTING SHALL BE IN ACCORDANCE WITH APPLICABLE CODES.
10 FIRE SEPARATIONS AND CONSTRUCTION REQUIREMENT SHALL BE IN ACCORDANCE WITH APPLICABLE CODES.
11 ENSURE THAT ALL PENETRATIONS THROUGH FIRE RATED WALLS MEET CODE REQUIREMENTS AND MAINTAIN WALL FIRE RATING.
| 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 |
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| P-701 |
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| P-701 |
| M-001 |
| M-001 |
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| MD101 |
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| M-501 |
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| M-701 |
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| ED101 |
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| ES001 |
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| EP101 |
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| EY101 |
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| EL201 |
| EL201 |
| EL-201 |
| EP201 |
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| EP-201 |
| EL301 |
| EL301 |
| EL-301 |
| EL302 |
| EL302 |
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| EL303 |
| EL303 |
| EL304 |
| EL304 |
| EL304 |
| EP301 |
| EP301 |
| EP-301 |
| EY301 |
| EY301 |
| EY-301 |
| EL401 |
| EL401 |
| EL401 |
| E-501 |
| E-501 |
| E-501 |
| E-502 |
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| E-502 |
| E-601 |
| E-601 |
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| 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 |
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| SF111 |
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| SF131 |
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| SF131 |
| S-501 |
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| S-501 |
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| S-503 |
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| S-504 |
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| S-504 |
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| S-505 |
| S-506 |
| S-506 |
| S-506 |
| SS301 |
| SS301 |
| SS301 |
| SS302 |
| SS302 |
| SS302 |
File details come from the government source that posted it.