W912QR23R0034_PLANS_Vol2-0000.pdf
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- Attached to
- Alpena ANG Hangar and Maintenance Shops, MI
- Solicitation number
- W912QR23R0034
About this file
This document provides details on a federal contract solicitation for construction services. The solicitation seeks a design-build contractor to construct an aircraft hangar and maintenance shops for the Alpena Air National Guard in Alpena, Michigan. The estimated construction cost is between $10-20 million, and the project is classified under NAICS code 236220 with a size standard of $45 million. This is a full and open competition requiring compliance with System for Award Management registration. A site visit will be scheduled to provide additional information. Interested parties should contact the named contracting specialist at the Army Corps of Engineers District Louisville office with any questions. The response due date and award timing are not specified.
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US Army Corps of Engineers ®
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US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
VOLUME:
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MARCH 2023
ALPENA CRTC, ALPENA, MICHIGAN
REPLACE AIRCRAFT MAINTENANCE HANGAR AND
SHOPS
PN. 504941
CERTIFIED FINAL DESIGN SUBMITTAL
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22 May 2023
W912QR23R0034
VOLUME INDEX:
VOLUME 1: CIVIL, STRUCTURAL
VOLUME 2: ARCHITECTURAL, FIRE PROTECTION, PLUMBING,
MECHANICAL, ELECTRICAL, TELECOMMUNICATION
US Army Corps of Engineers ®
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ARCHITETURAL SHEET INDEX
Sheet Number Sheet Name
AG001 ARCHITECTURAL LEGEND AND ABBREVIATIONS
AG002 ARCHITECTURAL GENERAL NOTES
AG003 ABA INFORMATION
AG004 ABA INFORMATION
AB101 AIR BARRIER EXTENTS AND LIMITS - FLOOR PLAN
A-011 STRIPING PLAN
A-012 AIRCRAFT CLEARANCE REQUIREMENTS
A-013 AIRCRAFT CLEARANCE REQUIREMENTS
A-014 AIRCRAFT CLEARANCE REQUIREMENTS
A-015 AIRCRAFT CLEARANCE REQUIREMENTS
A-101 OVERALL FLOOR PLAN
A-102 OVERALL ROOF PLAN
A-103 ENLARGED FLOOR PLAN AREA - A
A-104 ENLARGED FLOOR PLAN AREA - B
A-105 ENLARGED FLOOR PLAN AREA - B (OPTION)
A-120 OVERALL REFLECTED CEILING PLAN
A-121 ENLARGED REFLECTED CEILING PLAN AREA - B
A-122 ENLARGED REFLECTED CEILING PLAN AREA - B (OPTION)
A-201 EXTERIOR BUILDING ELEVATIONS
A-202 EXTERIOR BUILDING ELEVATIONS
A-203 EXTERIOR BUILDING ELEVATIONS (OPTION)
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-311 WALL SECTIONS
A-312 WALL SECTIONS
A-313 WALL SECTIONS
A-314 WALL SECTIONS
A-315 WALL SECTIONS - OPTION
A-351 SECTION DETAILS
A-352 SECTION DETAILS
A-353 SECTION DETAILS
A-401 ENLARGED TOILET PLAN AND ELEVATIONS
A-421 ENLARGED ENTRY PLAN AND DETAILS
A-422 ENLARGED PILASTER PLAN AND DETAILS
A-423 ENLARGED PILASTER PLAN AND DETAILS
A-424 MECHANICAL PLATFORM PLANS AND DETAILS
A-425 MECHANICAL PLATFORM ELEVATIONS
A-426 ENLARGED DOOR POCKET PLAN
A-501 PARTITION TYPES
A-511 PARTITION TYPE DETAILS
A-512 PARTITION TYPE DETAILS
A-521 PENETRATION DETAILS
A-551 CASEWORK AND TRANSITION DETAILS
A-552 ENLARGED PLAN DETAILS
A-553 EXPANSION JOINT DETAILS
A-554 EXPANSION JOINT DETAILS
A-571 ROOF DETAILS
A-581 MISCELLANEOUS DETAILS
A-601 DOOR SCHEDULE
A-611 DOOR DETAILS
A-612 DOOR DETAILS
A-651 WINDOW TYPES AND DETAILS
A-661 LOUVER SCHEDULE AND DETAILS
A-671 TRANSLUCENT PANEL SCHEDULE AND DETAILS
A-701 ROOM FINISH SCHEDULE
A-702 OVERALL FLOOR FINISH, WALL FINISH & SIGNAGE PLAN
A-703 SIGNAGE TYPES
A-704 SIGNAGE TYPES
A-711 FINISH & SIGNAGE PLAN - AREA A
A-712 FINISH & SIGNAGE PLAN - AREA B
I-101 ENLARGED FURNITURE PLAN
FIRE PROTECTION SHEET INDEX
Sheet Number Sheet Name
FA001 FIRE ALARM NOTES, LEGEND AND ABBREVIATIONS
FA101 FIRE ALARM AND MASS NOTIFICATION PLAN
FA501 FIRE ALARM DETAILS
FA601 FIRE ALARM ONE-LINE DIAGRAM
FA602 FIRE ALARM MATRIX
FA603 RELEASING SERVICE FIRE ALARM CONTROL UNIT MATRIX AND MASS
NOTIFICATION MESSAGES
FX001 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS
FX101 FIRE SUPPRESSION PLAN
FX501 FIRE SUPPRESSION DETAILS
FX601 FIRE SUPPRESSION RISER DIAGRAM
LS001 LIFE SAFETY CODE ANALYSIS
LS101 LIFE SAFETY PLAN
MECHANICAL SHEET INDEX
Sheet Number Sheet Name
M-001 MECHANICAL NOTES, LEGEND, SYMBOLS & ABBREVIATIONS
M-101 HVAC PLAN - AREA A
M-102 HVAC PLAN - AREA B
M-201 SNOW MELT HEATING WATER FLOW DIAGRAM
M-301 MECHANICAL SECTIONS
M-302 MECHANICAL SECTIONS
M-401 MECHANICAL ENLARGED PLAN
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-504 MECHANICAL DETAILS
M-505 MECHANICAL DETAILS
M-506 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
M-602 MECHANICAL SCHEDULES
M-603 MECHANICAL SCHEDULES
M-701 MECHANICAL CONTROLS LEGEND
M-702 MECHANICAL CONTROLS ARCHITECTURE
M-703 MECHANICAL CONTROLS - AHU & INTERLOCKED EF
M-704 MECHANICAL CONTROLS - EXHAUST FANS
M-705 MECHANICAL CONTROLS - HVLS FANS
M-706 MECHANICAL CONTROLS - HANGAR BAY VENTILATION (1/2)
M-707 MECHANICAL CONTROLS - HANGAR BAY VENTILATION (2/2)
M-708 MECHANICAL CONTROLS - SNOW MELT SYSTEM (1/2)
M-709 MECHANICAL CONTROLS - SNOW MELT SYSTEM (2/2)
M-710 MECHANICAL CONTROLS - DUCTLESS SPLIT SYSTEM
M-711 MECHANICAL CONTROLS - UNIT HEATERS
M-712 MECHANICAL CONTROLS - RADIANT HEATERS
M-713 MECHANICAL CONTROLS - SUPPLY FAN
PLUMBING SHEET INDEX
Sheet Number Sheet Name
P-001 PLUMBING NOTES, LEGEND, SYMBOLS & ABBREVIATIONS
P-101 PLUMBING BELOW GRADE PLAN - AREA A
P-102 PLUMBING BELOW GRADE PLAN - AREA B
P-103 PLUMBING ABOVE GROUND - AREA A
P-104 PLUMBING ABOVE GROUND - AREA B
P-401 PLUMBING ENLARGED PLAN
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-503 PLUMBING DETAILS
P-504 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-602 PLUMBING SCHEDULES
P-901 WASTE AND VENT RISER DIAGRAMS
P-902 WASTE AND VENT RISER DIAGRAM (HANGAR)
P-903 DOMESTIC WATER RISER DIAGRAMS
P-904 COMPRESSED AIR RISER
P-905 NATURAL GAS
ELECTRICAL SHEET INDEX
Sheet Number Sheet Name
E-001 ELECTRICAL SYMBOL LEGEND
E-002 ELECTRICAL NOTES AND ABBREVIATIONS
E-011 HAZARDOUS LOCATION PLAN
ES101 ELECTRICAL SITE PLAN
ES102 ELECTRICAL SITE PLAN
ES103 ELECTRICAL SITE PLAN - BID OPTION
ES501 ELECTRICAL/TELECOMM SITE DETAILS
ES502 ELECTRICAL SITE DETAILS
ES503 ELECTRICAL SITE DETAILS
EG101 GROUNDING PLAN
EG102 LIGHTNING PROTECTION PLAN
EG511 GROUNDING/LIGHTNING PROTECTION DETAILS
EG512 GROUNDING/LIGHTNING PROTECTION DETAILS
EG513 GROUNDING/LIGHTNING PROTECTION DETAILS
EG514 GROUNDING/LIGHTNING PROTECTION RISER
EL101 LIGHTING PLAN - AREA A
EL102 LIGHTING PLAN - AREA B
EL501 LIGHTING CONTROLS PLAN
EL521 LIGHTING DETAILS
EL522 LIGHTING DETAILS
EL523 LIGHTING DETAILS
EL601 LIGHTING FIXTURE SCHEDULE
EP101 POWER PLAN - AREA A
EP102 POWER PLAN - AREA B
EP401 ENLARGED POWER PLAN - ELECTRICAL AND COMMUNICATON ROOMS
EP501 POWER DETAILS
EP502 POWER DETAILS
EP601 ELECTRICAL PANEL SCHEDULES
EP602 ELECTRICAL PANEL SCHEDULES
EP603 ELECTRICAL PANEL SCHEDULES
EP701 ELECTRICAL ONE-LINE DIAGRAM
EP702 ELECTRICAL ONE-LINE DIAGRAM SCHEDULES
EP703 MECHANICAL COORDINATION SCHEDULE
TELECOMMUNICATION SHEET INDEX
Sheet Number Sheet Name
T-001 COMMUNICATIONS SYMBOLS LEGEND AND ABBREVIATIONS
T-101 TELECOMMUNICATON PLAN - AREA A
T-102 TELECOMMUNICATON PLAN - AREA B
T-401 ENLARGED TELECOMMUNICATIONS PLAN - COMMUNICATION ROOMS
T-501 TELECOMMUNICATION DETAILS
T-502 TELECOMMUNICATION DETAILS
GENERAL - VOLUME 2
Sheet Number Sheet Name
G-003 COVER - VOLUME 2
G-004 INDEX TO DRAWINGS - VOLUME 2
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RIGID INSULATION
FACE BRICK
PLYWOOD
CONCRETE
MASONRY UNIT
CONCRETE
UNDISTURBED
EARTH
GROUT OR
GYPSUM BOARD
STEEL OR
FERROUS
GRAVEL
FINISHED WOOD
BATT INSULATION
MATERIAL SYMBOLS
DIMENSION
LUMBER
METAL STUD
BACKER ROD AND
SEALANT
ALUMINUM OR
NON-FERROUS
SAND, PLASTER, OR
PORTLAND CEMENT
COMPACTED
FILL
TERRAZZO
GRASS
MASONRY
PARTICLE BOARD
GLUED-LAMINATED WOOD
PLASTIC LAMINATE
ROOM NAME
ROOM NUMBER
PARTITION TYPE
DOOR NUMBER
WINDOW TYPE
GLAZING TYPE
LOUVER TAG
GRID BUBBLE AND LINE
TOILET ACCESSORY TAG
L1
T1
CW01
W101
WORK
888W
1' - 0" A.F.F.
FURNITURE SYSTEM TAG
1i
CEILING HEIGHT TAG
ROOM NAME
TRANSLUCENT PANEL TYPETP-1
VERTICAL BRACINGXX
BUILDING SECTION CALLOUT EXAMPLE:
N
0 4' 8' 16'
View Name
SCALE: 1/8" = 1'-0"
A1
A101
A1
A101
WALL OR DETAIL SECTION CALLOUT EXAMPLE:
A1
A101
AE301 AE301
AE310
LETTER AND NUMBER
INDICATES DETAIL
DRAWING NUMBER
WHERE BUILDING
SECTION IS DRAWN
A1
A101AE310
LETTER AND NUMBER
INDICATES DETAIL
DRAWING NUMBER WHERE
WALL OR DETAIL SECTION IS
DRAWN
AE751
A1
A2B1
B2
ELEVATION CALLOUT EXAMPLE:
LETTER AND NUMBER
INDICATES DETAIL
DRAWING NUMBER
WHERE ELEVATION IS
DRAWN
EXTERIOR ELEVATION INTERIOR ELEVATION
LETTER AND NUMBER
INDICATES DETAIL
VIEW TITLE
VIEW SCALE
VIEW SCALE BAR
A1
AE401
DETAIL OR ENLARGED PLAN CALLOUT EXAMPLE:
DETAIL OR ENLARGED PLAN CALLOUT EXAMPLE:
LETTER AND NUMBER
INDICATES DETAIL
DRAWING NUMBER
WHERE DETAIL IS DRAWN
SIM
OPP
"SIM" INDICATES CONDITION
HIGHLIGHTED BY DETAIL
CALLOUT IS SIMILAR TO
ACTUAL DETAIL DRAWN
"OPP" INDICATES
CONDITION HIGHLIGHTED
BY DETAIL CALLOUT IS
OPPOSITE IN APPEARANCE
TO ACTUAL DETAIL DRAWN
PROJECT NORTH ARROW
AE201
A1
US Army Corps of Engineers ®
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A R
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-A-
A/E ARCHITECT/ENGINEER
ACOUST ACOUSTICAL
ADJ ADJACENT, ADJUSTABLE
AFF ABOVE FINISH FLOOR
AHJ AUTHORITY HAVING JURISDICTION
ALT ALTERNATE
ALUM ALUMINUM
APPROX APPROXIMATE
ARCH ARCHITECTURE, ARCHITECT
-B-
BD BOARD
BITUM BITUMINOUS
BLDG BUILDING
BLKG BLOCKING
BO BOTTOM OF, AS IN "BO STEEL"
BTWN BETWEEN
-C-
CAB CABINET
CCTV CLOSED CIRCUIT TELEVISION
CID COMPREHENSIVE INTERIOR DESIGN
CJ CONTROL JOINT, CONSTRUCTION JOINT
CL CENTER LINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
COL COLUMN
COMM COMMUNICATION
CONC CONCRETE
CONSTR CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACT, CONTRACTOR
COORD COORDINATE
CORR CORRUGATED OR CORRIDOR
CU CUBIC
°C CELSIUS
-D-
DBL DOUBLE
DEMO DEMOLITION
DESCR DESCRIPTION
DET DETAIL
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DN DOWN
DR DOOR
DS DOWNSPOUT
DWG DRAWING
-E-
E EAST
EA EACH
EEW EMERGENCY EYEWASH
EEWS EMERGENCY EYEWASH & SHOWER
EF EXHAUST FAN
EJ EXPANSION JOINT
EL ELEVATION, AS IN HEIGHT
ELAST ELASTOMERIC
ELEC ELECTRIC / ELECTRICAL
ELEV ELEVATOR, OR ELEVATION AS IN NORTH ELEV
EQ EQUAL
EQUIP EQUIPMENT
ESD ELECTROSTATIC DISCHARGE
ETC AND SO FORTH (ETCETERA)
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
-F-
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER WITH WALL BRACKET
FEC FIRE EXTINGUISHER CABINET
FF FINISH FLOOR
FF&E FURNITURE, FIXTURES & EQUIPMENT
ABBREVIATIONS
SEE ADDITIONAL FINISH MATERIAL ABBREVIATIONS IN THE MATERIAL
LEGEND, DRAWING A-701PLAN LEGENDCALL OUT IDENTIFICATION
FHC FIRE HOSE CABINET (WITH EXTINGUISHER &
BRACKET)
FHR FIRE HOSE REEL (WITH EXTINGUISHER &
BRACKET)
FIN FINISHED, FINISH
FLR FLOOR
FT FEET / FOOT
°F FAHRENHEIT
-G-
GA GAUGE
GALV GALVANIZED
GFCI GOVERNMENT FURNISHED CONTRACTOR
INSTALLED
GFGI GOVERNMENT FURNISHED GOVERNMENT
INSTALLED
GL GIRT LINE
GRTG GRATING
GYP GYPSUM
GYP BD GYPSUM BOARD
-H-
H HIGH
HD HAND
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HT HEIGHT
HVAC HEATING, VENTILATION & AIR CONDITIONING
-I-
ID INSIDE DIAMETER
IN INCH
INSUL INSULATION
INT INTERIOR
-J-
JAN JANITOR'S CLOSET
-L-
L LEFT, LONG, LENGTH
LAB LABORATORY
LAT LATITUDE
LAV LAVATORY
LB or # POUND
LH LEFT HAND
LONG LONGITUDE
LVR LOUVER
-M-
M METER
MACH MACHINE
MAINT MAINTENANCE
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MBS METAL BUILDING SYSTEM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MM MILLIMETER
MO MASONRY OPENING
MTD MOUNTED
MTL METAL
-N-
N NORTH
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTP NOTICE TO PROCEED
NTS NOT TO SCALE
-O-
OC ON CENTER
OD OUTSIDE DIAMETER
OFF OFFICE
OH OVERHEAD
OPNG OPENING
OPP OPPOSITE
-P-
PA PUBLIC ADDRESS
PEMB PRE-ENGINEERED METAL BUILDING
PERIM PERIMETER
PKG PACKAGE
PL PLATE
PLMB PLUMBING
PLYWD PLYWOOD
PROJ PROJECT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
-R-
R RADIUS
R/A RETURN AIR
RCP REFLECTIVE CEILING PLAN
RD ROOF DRAIN
RECP RECEPTACLE
REFER REFERENCE
REINF REINFORCED
REQ'D REQUIRED
REV REVISION
RH RIGHT HAND
RO ROUGH OPENING
-S-
S SOUTH
S/A SUPPLY AIR
SCHED SCHEDULE
SECT SECTION
SF SQUARE FOOT
SID STRUCTURAL INTERIOR DESIGN
SIM SIMILAR
SPEC SPECIFICATION
SQ SQUARE, AS IN "SQ FT"
STC SOUND TRANSMISSION COEFFICIENT
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
SUPP SUPPORT
SUSP SUSPENDED
SYS SYSTEM
-T-
TD TRENCH DRAIN
TECH TECHNICAL
THRU THROUGH
TLT TOILET
TO TOP OF, AS IN "TO STEEL"
TYP TYPICAL
-U-
UL UNDERWRITERS LABORATORY
UNO UNLESS NOTED OTHERWISE
UTIL UTILITY
-V-
VENT VENTILATE, VENTILATOR
VERT VERTICAL
VOL VOLUME
-W-
W WEST, WIDTH
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WH WATER HEATER
WT WEIGHT
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US Army Corps of Engineers ®
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A R
C H
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C T
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A L G
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A L N
O T
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L C
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B A
M E
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B K
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N A
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ARCHITECTURAL GENERAL NOTES
1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AS LISTED OR REFERENCED ON LIFE SAFETY PLAN AND LIFE SAFETY
CRITERIA OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.
2. THE CONTRACTOR SHALL INCLUDE ALL WORK REQUIRED TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AS LISTED OR REFERENCED ON LIFE SAFETY PLAN AND LIFE SAFETY CRITERIA OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.
3. DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS OR PLANS SHALL GOVERN OVER
SMALL SCALE DETAILS OR PLANS. DO NOT SCALE DRAWINGS.
4. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL EXIT SIGNS, EMERGENCY LIGHTING SYSTEMS, ALARM SYSTEMS AND AUTOMATIC SPRINKLER SYSTEMS AS REQUIRED BY APPLICABLE CODES AND STANDARDS OR AS REQUIRED BY THE AUTHORITY HAVING
JURISDICTION.
5. ALL FLOORS SHALL BE INSPECTED FOR DAMAGE, WARPING OR OTHER NOTICEABLE DEVIATIONS AND PATCHED AND LEVELED PRIOR TO COVERING WITH FLOOR FINISHES, OR ERECTION AND INSTALLATION OF COLD-FORMED FRAMING.
6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MANUFACTURER'S RECOMMENDED MAINTENANCE PROCEDURES
AND SCHEDULES.
7. ANY MANUFACTURER'S OR BRAND NAME PRODUCTS INDICATED OR SPECIFIED ARE DONE SO TO ESTABLISH A MINIMUM LEVEL OF QUALITY.
8. ALL CONSTRUCTION SHALL MEET OR EXCEED LOCAL INDUSTRY STANDARDS. DETAILS ARE PROVIDED TO INDICATE MINIMUM QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION. IF A CONDITION IS NOT SPECIFICALLY DETAILED, SUBMIT A SIMILAR DETAIL FOR GUIDANCE AND
APPROVAL.
9. THE LETTERS I, O, AND Q ARE NOT USED TO INDICATE DETAILS, SECTIONS OR ELEVATIONS.
10. PROVIDE PRESERVATIVE-TREATED WOOD AT ALL LOCATIONS WHERE WOOD IS IN DIRECT CONTACT WITH CONCRETE OR MASONRY.
11. PROVIDE 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING AT ALL ELECTRICAL, PHONE, AND SECURITY SYSTEM PANELS.
12. PROVIDE FIRE-RESISTANT TREATED WOOD BLOCKING FOR SECURE ANCHORAGE OF ALL SHELVES, RUNNING TRIM, RAILINGS, SUSPENDED ITEMS, DOOR-STOPS, GRAB-BARS, AND OTHER SIMILAR WOODWORK, HARDWARE, SPECIALTIES, ACCESSORIES, FIXTURES, OR EQUIPMENT.
13. PROVIDE CEMENT BOARD SHEATHING AT ALL AREAS WHERE A TILE SURFACE IS TO BE INSTALLED ON METAL STUD WALLS.
14. PROVIDE WATER-RESISTANT GYPSUM BOARD AT ALL WET OR UNCONDITIONED AREAS INCLUDING, BUT NOT LIMITED TO, PARTITIONS BEHIND
SINKS. CONTRACTOR TO INSURE THAT FIRE RATING IS MAINTAINED.
15. PAINT, STAIN, OR COAT ALL EXPOSED SURFACES OF CONSTRUCTION UNLESS NOTED OTHERWISE OR IF SURFACES ARE PRE-FINISHED.
16. ALL OPENING DIMENSIONS ARE NOMINAL. THE CONTRACTOR SHALL FIELD MEASURE ALL OPENINGS AND COORDINATE WITH THE APPROPRIATE SUPPLIER, INCLUDING BUT NOT LIMITED TO, DOORS, WINDOWS, TRANSLUCENT PANELS, AND LOUVERS.
17. ALL CONDUITS, PLUMBING, PIPING, DUCTWORK, AND OTHER EQUIPMENT EXPOSED TO VIEW SHALL BE LOCATED PARALLEL OR PERPENDICULAR
TO THE STRUCTURAL FRAMING SYSTEM.
18. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS, WHERE REQUIRED.
19. CERAMIC TILE TO BE INSTALLED UP TO 4'-0" ABOVE FINISH FLOOR AND 1'-0" TO EITHER SIDE AT ALL MOP SINK LOCATIONS. EXTENT OF TILE
VARIES BY LOCATION.
20. ARCHITECTURAL DETAILS ARE APPLICABLE WHERE INDICATED BY SECTION CUT, BY NOTE, OR BY DETAIL TITLE. INCORPORATE SIMILAR DETAILS AT SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. THE CONTRACTOR MAY REQUEST A CLARIFICATION IF REQUIRED, OTHERWISE
THE MORE STRINGENT REQUIREMENTS SHALL CONTROL.
21. PROVIDE FIRE-STOPPING SYSTEMS AT TOP OF AND AT ALL PENETRATIONS THROUGH FIRE-RATED PARTITIONS.
22. SEAL ALL EXTERIOR BUILDING JOINTS AT BOTH THE EXTERIOR AND INTERIOR SURFACES AGAINST MOISTURE AND AIR INFILTRATION.
23. SEAL AROUND ALL DOOR AND WINDOW FRAMES, COUNTERTOPS, WALL-MOUNTED FIXTURES AND EQUIPMENT TO ADJACENT WALL SURFACES.
24. THE CONTRACTOR SHALL REVIEW THE DIMENSIONS OF ALL EQUIPMENT IN THE PROJECT REGARDLESS OF THE SOURCE AND COORDINATE ACCESS TO THE SPACE AND VERIFY CLEAR FLOOR SPACE IS PROVIDED AS REQUIRED TO ENSURE EASE OF INSTALLATION.
25. ALL WORK MUST BE OF GOOD QUALITY, FREE FROM DEFECTS, AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT
DOCUMENTS.
26. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PENETRATIONS IN THE STRUCTURE FOR THE PROPER INSTALLATION OF THE WORK. REFER TO STRUCTURAL, AND MBS DRAWINGS FOR SECONDARY FRAMING AND OR REINFORCING REQUIRED AT PENETRATIONS IN
STEEL, CONCRETE OR MASONRY.
27. THE CONTRACTOR SHALL PROVIDE ACCESS DOORS OR PANELS AS REQUIRED FOR SERVICING OF PIPING, DUCTWORK, CABLE TRAYS, FIRE DAMPERS AND SIMILAR APPLICATIONS. ALL PROPOSED ACCESS DOOR LOCATIONS TO BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION.
28. PROVIDE ALL HVAC, PLUMBING, GAS OR ELECTRIC SERVICE CONNECTIONS TO CASEWORK, FIXTURES, SIGNAGE, OR EQUIPMENT INDICATED
(WHETHER UNITS ARE INSTALLED BY CONTRACTOR OR BY OTHERS).
29. BRACE PARTITIONS, SUSPENDED CEILINGS, SOFFITS, SUSPENDED ITEMS, ETC. ONLY TO STRUCTURAL ELEMENTS ABOVE. DO NOT ANCHOR TO ROOF DECK, PLUMBING / SPRINKLER PIPES, DUCTWORK, ELECTRICAL CONDUIT OR SIMILAR ELEMENTS.
30. EXTEND ALL FLOORING AND WALL-BASE COMPLETELY INTO RECESSES, UNDER OPEN COUNTERTOPS, AND BEHIND ALL EQUIPMENT.
31. ALL MATERIALS USED FOR CONSTRUCTION SHALL BE NEW AND UNDAMAGED. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL
WORK SHOWN.
32. THE CONTRACTOR SHALL BECOME FULLY ACQUAINTED WITH CONDITIONS RELATED TO THE WORK. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS SHALL BE REPORTED TO THE DESIGN PROFESSIONALS FOR RESOLUTION PRIOR TO PROCEEDING
WITH THE WORK.
33. DRAWINGS CONTAINED IN THIS SET SHALL NOT BE REPRODUCED FOR SHOP DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP
DRAWINGS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.
34. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE CONTRACTOR IN WRITING ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THE INSTALLERS WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION SHALL CONSTITUTE ACCEPTANCE OF THE SUBSTRATE
AND/OR CONDITIONS.
35. "TYPICAL" (TYP) AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITIONS OR DIMENSION IS THE SAME OR REPRESENTATIVE FOR
SIMILAR CONDITIONS THROUGHOUT.
36. REFER TO ELEVATION DRAWINGS FOR EXTERIOR CONTROL JOINT LOCATIONS. REVIEW CJ LOCATIONS WITH ARCHITECT PRIOR TO
INSTALLATION.
37. NON-BEARING PARTITIONS SHALL BE ISOLATED FROM THE BUILDING STRUCTURE TO PREVENT TRANSFER OF BUILDING LOADS FROM THE
STRUCTURE TO THE PARTITIONS.
38. PRIOR TO BEGINNING ANY WORK, NOTIFY CONTRACTING OFFICER OF ANY EXISTING MATERIALS OBSERVED TO POSSIBLY CONTAIN ASBESTOS.
39. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXTENT, NATURE, AND SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS AND COORDINATING WITH THE CONTRACTING OFFICER THE INTERFACING OF THE EXISTING BUILDING AND THE WORK SHOWN AND DESCRIBED
IN THESE CONTRACT DOCUMENTS.
40. ALL "EXISTING" INFORMATION ON THE CONTRACT DOCUMENTS HAS BEEN OBTAINED FROM A PREVIOUS SET OF DRAWINGS, OR FROM FIELD INVESTIGATION AND SUCH "EXISTING" INFORMATION SHALL BE FIELD VERIFIED BY ALL CONTRACTORS.
41. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR DESIGNATED CONSTRUCTION STAGING LOCATIONS, STORAGE
AREAS, AND CONSTRUCTION SEQUENCING.
42 DUE TO PROXIMITY TO FLIGHT LINE, ALL CONSTRUCTION DEBRIS WILL BE CONTINUALLY POLICED TO PREVENT FOD. DUMPSTERS SHALL BE
TARPED AT ALL TIMES.
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NOTE: PROVIDE BLOCKING FOR ALL TOILET ACCESSORIES AS NEEDED.
M
IR
R O
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(3
M A
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F L E
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ADA
COMPLIANT
INDICATOR
LEGEND
FINISH FLOOR
LEVEL (FFL) 34
(4
M A
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T O
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F L E
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F A
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APRON
FRONT VIEW
FACE OF
ADJACENT
WALL
SIDE VIEW
EDGE OF
WALL
BEYOND
EQ EQ
CLR FLOOR SPACE
30" MIN
DEPTH OF
24" MAX
ALCOVE
9" M
IN
6" MIN 8" MIN
T O
B O
T T
O M
M
IN
F O
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LR
15" MIN. 5" MAX.
11" MIN
BOTTLE FILLER
FACE OF
ADJACENT WALL
O F
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A D
IN
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T O
B O
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O M
T O
S P
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M A
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CLEAR
FLOOR
SPACE
M
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MIN
12" 36" MIN
MIN
12"
60" MIN
M
IN
TOE
CLEARANCE
9"
KNEE
CLEARANCE
MIN
11"
MAX
6"
MIN
17"
M
IN
MIN
8"
M A
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B .O
. M
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R O
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M A
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PRE-FABRICATED SINK,
RE: PLUMBING
US Army Corps of Engineers ®
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M A
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B A
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B K
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N A
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SCALE: NTS
G4
STANDARD ADA MOUNTING HEIGHTS
SCALE: NTS
D9
ELECTRIC WATER COOLER
SCALE: NTS
D4
LAVATORIES
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NOTE:
FLUSH VALVE SHALL BE LOCATED
ON WIDE SIDE OF STALLS
12" MIN
36" MIN
TRANSFER
SIDE
24" MIN
TOILET
PAPER
42" MIN
A
7.
M
IN
IC
C
/A N
S I
12" MAX
39" - 41"
M
IN
7"- 9"
M
IN
A D
A /A
B A
D O
U B
LE
R
O
LL
(1 8"
G
LE
R
O
LL
1/
2" C
LE
A
R M
IN
INTERNATIONAL PLUMBING
CODE (IPC) GOVERNS
42" MIN
M
IN
42" MIN
12" MAX
54" MIN
56" MIN WALL WC
60" IPC 2000
59" MIN FLOOR WC
(ICC / ANSI A117.1 & ABA / ADA)
3'
M
IN
4" M
A X
6" MIN*
4" MAX
32" MIN
6" M
IN
ALTERNATE DOOR
LOCATION
TOE CLEARANCE 9"
HIGH AFF CLR *
1. WHERE "*" IS INDICATED - TOE CLEARANCE AT THE FRONT OF THE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 62" DEEP WITH A WALL-HUNG WATER CLOSET OR 65" DEEP WITH A FLOOR-MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66" WIDE (ICC / ANSI A117.1 / ABA / ADA).
TOE CLEARANCE IS EXCLUSIVE OF PARTITION SUPPORT MEMBERS.
STANDARD STALL
LATCH SIDE APPROACH
ONLY, ALL OTHER
APPROACHES TO BE 48"
(ABA / ADA)
M
IN
M
IN
1'
CLEAR
FLOOR
SPACE
60" MIN
42" MIN
M
IN
A B
A
A D
A
G O
V E
R N
S
M
IN
IC
C
A
N S
I A
II7
.1
16" - 18"
CLEAR FLOOR SPACE @ WATER
CLOSETS NOT IN STALLS
CLEAR
FLOOR
SPACE
36" IF IN ALCOVE
GREATER THAN 24" DEEP
30" TYP
T Y
P
TAPERED
ELONGATED RIM13 1/2" MIN
A B
A
A D
A
M A
X A B
A
A D
A
M A
X
US Army Corps of Engineers ®
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A B
A I
N F
O R
M A
T
IO
N
L C
O L E
B A
M E
S
B K
E N
N A
L E
Y
SCALE: NTS
B9
GRAB BARS
SCALE: NTS
E9
STANDARD STALLS
SCALE: NTS
E5
WATER CLOSETS
SCALE: NTS
B5
URINALS
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7651 432
B
C
D
E
F
G
H
J
K
L
M
N
P
ZONE 1
(INSPECTION ONLY)
VENTILATED; HEATED TO
55F
ZONE 2
TEMP/ HUMIDITY
CONTROLLED BY AHU &
VAV 78F/ 68F/ MAX 60%
VENTILATED;
HEATED TO 40F
E8
AB101
A10
AB101
A8
AB101
C8
AB101
D
B
F
D
B
B
B
C
B
C
Q
R
A.5
L.5
A-202 A1
VENTILATED;
HEATED TO 40F
B
C
D
A
E
F
D
VENTILATED;
HEATED TO 40F
B
C
D
E
A
F
D
E
D
C
B
F
E
D
C
B
F
GENERAL SHEET NOTES
1. REFER TO SPECIFICATION 07 05 23 PRESSURE TESTING AND AIR BARRIER
SYSTEM FOR AIR TIGHTNESS AND 07 27 10.00 10 BUILDING AIR BARRIER
SYSTEM.
2. REFER TO WALL SECTIONS AND DETAILS IN THE A-300 SERIES SHEETS FOR
CONTINUOUS BUILDING AIR BARRIER SYSTEMS.
3. CONTINUOUS BUILDING AIR BARRIER SYSTEMS SHALL CONSIST OF CAST-IN-
PLACE CONCRETE FLOOR, FLUID APPLIED MEMBRANE AIR BARRIER
(SPECIFICATION 07 27 26) ON CMU, PRE-FINISHED INSULATED METAL WALL
PANEL (SPECIFICATION 07 42 63) , SPRAY FOAM INSULATION W/ THERMAL
BARRIER (SPECIFICATION 07 21 19), AIR BARRIER MEMBRANE OVER ROOF
DECK (SPECIFICATION 07 22 00), 2-COAT MIN. EPOXY PAINTED CMU W/
BLOCK FILLER PRIMER (SPECIFICATION 09 90 00), AND 2-COAT MIN. EPOXY
PAINTED GYPSUM WALL BOARD (SPECIFICATION 09 90 00), REFER TO AIR
BARRIER LEGEND AND AIR BARRIER DRAWINGS FOR LOCATION OF
SYSTEMS.
4. JOINT AND SEAL THE AIR BARRIER MATERIAL OF EACH ASSEMBLY IN A
FLEXIBLE MANNER TO THE AIR BARRIER MATERIAL OF ADJACENT
ASSEMBLIES ALLOWING FOR THE RELATIVE MOVEMENT OF THESE
ASSEMBLIES AND COMPONENTS.
5. IF ANY UNAVOIDABLE PENETRATION OF THE AIR BARRIER BY ELECTRICAL
BOXES OR CONDUIT, PLUMBING, AND OTHER ASSEMBLES ARE NOT
AIRTIGHT, MAKE THEM AIRTIGHT BY SEALING THE ASSEMBLY AND THE
INTERFACE BETWEEN THE ASSEMBLY AND THE AIR BARRIER, OR BY
EXTENDING THE AIR BARRIER OVER THE ASSEMBLY AS REQUIRED BY THE
AIR BARRIER MANUFACTURER.
6. WRAP ALL OPENINGS WITH AIR BARRIER MEMBRANE FLASHING PER
MANUFACTURER RECOMMENDATIONS.
AIR BARRIER LEGEND
CAST-IN-PLACE CONCRETE FLOOR
FLUID APPLIED MEMBRANE AIR BARRIER ON CMU
PRE-FINISHED INSULATED METAL WALL PANEL
SPRAY FOAM INSULATION W/ THERMAL BARRIER
AIR BARRIER MEMBRANE OVER ROOF DECK
2-COAT MIN. EPOXY PAINTED CMU W/ BLOCK FILLER PRIMER
A
B
C
D
E
F
AIR BARRIER SUMMARY
ZONE 1 (INSPECTION ONLY)
FLOOR AREA = 19,365 SF
WALL AREA = 39,630 SF
ROOF AREA = 21,965 SF
ZONE 2
BASE BID W/ OPTION
FLOOR AREA = 1,895 SF 2,695 SF
WALL AREA = 3,010 SF 3,830 SF
ROOF AREA = 2,200 SF 3,032 SF
US Army Corps of Engineers ®
SHEET ID
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U s e rs
\b a m e s \O n e D ri v e
B u rn s
M c D o n n e ll\
D o c u m e n ts
\1 A
C e n tr a l-
R V
T b a m e s .r v t
/3
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:3
:5
P
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AB101
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P L A
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L C
O L E
B A
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B K
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N A
L E
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SCALE: 1/16" = 1'-0"
A1
AIR BARRIER FLOOR PLAN
SCALE: 1/16" = 1'-0"
E8
BUILDING SECTION
SCALE: 1/16" = 1'-0"
C8
BUILDING SECTION
SCALE: 1/16" = 1'-0"
A8
BUILDING SECTION
SCALE: 1/16" = 1'-0"
A10
BUILDING SECTION
0 8' 16' 32' 0 8' 16' 32' 0 8' 16' 32'
0 8' 16' 32'
0 8' 16' 32'
N
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Vo l2
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J
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P
SEE CIVIL FOR CONTINUATION
OF TOWWAY LINE
AIRCRAFT POSITION
CENTERLINE, 6" WIDE
STRIPE; COLOR - YELLOW
OR WHITE TO MATCH THE
TOWWAY MARKING FROM
OUTSIDE THE HANGAR
Q
R
A.5
L.5
TRENCH DRAIN, RE:
STRUCTURAL
13' - 8" 15' - 0"
3' - 4"
10' - 4" 19' - 8"
HANGAR DOOR WARNING
ZONE, 6" WIDE STRIPE;
COLOR - SAFETY YELLOW
AIRCRAFT CLEARANCE
BOUNDARY LINE, 6" WIDE
STRIPE (ALIGN STRIPE W/ EDGE
OF DOOR TRACK TRENCH);
COLOR - SAFETY YELLOW
HANGAR DOOR RAILS,
RE: STRUCTURAL
HANGAR DOORS NOT
SHOWN FOR CLARITY
A-011
A8
HANGAR DOOR PINCH POINT -
INTERIOR POCKET, FILL IN AREA
WITH PAINT (DO NOT PAINT DOOR
TRACK RAILS OR TRENCH);
COLOR - SAFETY YELLOW
HANGAR DOOR WARNING
ZONE @ PINCH POINT,
INFILL BETWEEN TRENCH
DRAIN AND DOOR RAIL
TRENCH (OPERATOR
SIDE OF DOOR); COLOR -
SAFETY YELLOW
ALIGN STRIPING AT
CORNERS
HANGAR DOOR PINCH POINT -
INTERIOR POCKET, FILL IN AREA
WITH PAINT (DO NOT PAINT DOOR
TRACK RAILS OR TRENCH);
COLOR - SAFETY YELLOW
AIRCRAFT CLEARANCE
BOUNDARY LINE, 6"
WIDE STRIPE (ALIGN
STRIPE W/ EDGE OF
DOOR TRACK TRENCH);
COLOR - SAFETY
YELLOW
AIRCRAFT POSITION
CENTERLINE, 6" WIDE STRIPE;
COLOR - YELLOW OR WHITE TO
MATCH THE TOWWAY MARKING
FROM OUTSIDE THE HANGAR
A-704
G10
A-704
G10
A-704
G10
A-704
G10
A-704
G10
A-704
G10
2" 1' - 6" 2" PAINT SAFETY RED
PAINT SAFETY YELLOW
GROUND RECEPTACLE
SET IN FLOOR
GROUND
PAINT THE WORD "GROUND"
IN 1" BLACK LETTERS AND
THE DATE TESTED IN 1/2"
BLACK LETTERS
XXXXXXXX
NOTE: REFER TO GENERAL
STRIPING NOTE 2
C-130J-30
5" BLACK REFLECTORIZED
PAINT LETTERING (TYP)
KC-135R
C-17A
KC-46A
AIRCRAFT NOSE GEAR STOP
BAR, 6" WIDE STRIPE; COLOR-
YELLOW OR WHITE TO MATCH
THE AIRCRAFT POSITION
CENTERLINE (TYP)
AIRCRAFT POSITION
CENTERLINE, 6" WIDE STRIPE;
COLOR-YELLOW OR WHITE TO
MATCH THE MARKING FROM
OUTSIDE THE HANGAR TO
INSIDE THE HANGAR
(TYP)
3' - 0"
(TYP)
1' - 0" 6"
(T Y
P
6"
3'
GENERAL SHEET NOTES
1. EYE WASH STRIPING LOCATIONS SHALL BE COORDINATED IN FIELD ONCE
EYE WASH/ SHOWER HAVE BEEN INSTALLED
2. GROUNDING RECEPTACLE STRIPING LOCATIONS SHALL BE COORDINATED
IN FIELD ONCE CONSTRUCTION IS COMPLETE
3. ALL STRIPING SHOWN ON PLAN IS FOR REFERENCE ONLY. FINAL
STRIPING PLANS SHALL BE COORDINATED AND CONFIRMED WITH
GOVERNMENT CONTRACTING OFFICER PRIOR TO START OF ANY
STRIPING WORK
4. COORDINATE NOSE GEAR STOP BAR FINAL LOCATION WITH
GOVERNMENT AND APERTURE DOOR MFR.
5. REFERENCE A-702 FOR HANGAR DOOR STRIPING & SIGNAGE
6. REFERENCE A-704 FOR EMERGENCY EYE WASH STATION STRIPING
US Army Corps of Engineers ®
SHEET ID
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NOT FOR
CONSTRUCTION
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B u rn s
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D o c u m e n ts
\1 A
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A-011
S T
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SCALE: 1/16" = 1'-0"
A1
STRIPING PLAN
SCALE: 1/2" = 1'-0"
F8
GROUNDING RECEPTACLE STRIPING
SCALE: 1/2" = 1'-0"
A8
STOP BAR MARKING DETAIL
0 8' 16' 32'
N
0 1' 2' 4'
0 1' 2' 4'
4/4/2023
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K C
-1
R
C -1
-H
-3
XXXX
XX
XX
XX
XX
XXXX
XXXX
XXXX
CLEARANCE REQUIREMENT
FOR KC-135R
CENTERLINE OF DOOR
& AIRCRAFT
C
LE
A R
D O
O R
O P
E N
I N G
1'
E Q
E Q
K C
-1
R W
IN
G
S P
A N
0'
0"
MECHANICAL
PLATFORM ABOVE
MECHANICAL
PLATFORM ABOVE
15' - 0" * 17' - 5"
15' - 0"
15' - 0"
10' - 0"
10' - 0"
F1
A-014
F1
A-014
F8
A-014
F8
A-014
NOTE:
( * ) FIELD VERIFY LOCATION
W/ GOVERNMENT
XXXX
XX
XX
XX
XX
XXXX
XXXX
XXXX
CLEARANCE REQUIREMENT
FOR C-130J-30
CENTERLINE OF DOOR
& AIRCRAFT
C
LE
A R
D O
O R
O P
E N
I N G
1'
E Q
E Q
/2
C -1
J -
W
IN
G
S P
A N
2'
/2
MECHANICAL
PLATFORM ABOVE
MECHANICAL
PLATFORM ABOVE
15' - 0" * 11' - 6"
B1
A-014
B1
A-014
B8
A-014
B8
A-014
NOTE:
( * ) FIELD VERIFY LOCATION
W/ GOVERNMENT
10' - 0"
US Army Corps of Engineers ®
SHEET ID
D R
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N B
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NOT FOR
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B M
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A L
J K
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U s e rs
\b a m e s \O n e D ri v e
B u rn s
M c D o n n e ll\
D o c u m e n ts
\1 A
C e n tr a l-
R V
T b a m e s .r v t
/3
/2
:3
:0
P
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A-012
A
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C R
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Q U
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M E
N T
S
B B
O R
T Z
B A
M E
S
B K
E N
N A
L E
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SCALE: 1/16" = 1'-0"
A1
AIRCRAFT CLEARANCE REQUIREMENTS - KC-135R
SCALE: 1/16" = 1'-0"
A7
AIRCRAFT CLEARANCE REQUIREMENTS - C-130J-30
SCALE IN FEET
0 8' 16' 32'
N
SCALE IN FEET
0 8' 16' 32'
N
4/4/2023
W
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Vo l2
-0
C -1
A
F8
A-015
F8
A-015
XXXX
XX
XX
XX
XX
XXXX
XXXX
XXXX
CLEARANCE REQUIREMENT
FOR C-17A
CENTERLINE OF DOOR
& AIRCRAFT
C
LE
A R
D O
O R
O P
E N
I N G
1'
E Q
E Q
C -1
7A W
IN
G
S P
A N
9'
0"
MECHANICAL
PLATFORM ABOVE
MECHANICAL
PLATFORM ABOVE
F1
A-015
F1
A-015
15' - 0" * 11' - 0"
NOTE:
( * ) FIELD VERIFY LOCATION
W/ GOVERNMENT
10' - 0"15
B8
A-015
B8
A-015
XXXX
XX
XX
XX
XX
XXXX
XXXX
XXXX
CLEARANCE REQUIREMENT
FOR KC-46
C
LE
A R
D O
O R
O P
E N
I N G
1'
E Q
E Q
/2
K C
-4
W
IN
G S
P A
N
6'
/2
MECHANICAL
PLATFORM ABOVE
MECHANICAL
PLATFORM ABOVE
15' - 0" * 14' - 11"
B1
A-015
B1
A-015
NOTE:
( * ) FIELD VERIFY LOCATION
W/ GOVERNMENT
10' - 0"
10' - 0"
US Army Corps of Engineers ®
SHEET ID
D R
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N N
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NOT FOR
CONSTRUCTION
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A L
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U s e rs
\b a m e s \O n e D ri v e
B u rn s
M c D o n n e ll\
D o c u m e n ts
\1 A
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R V
T b a m e s .r v t
/3
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:3
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P
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A-013
A
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C R
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N T
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B B
O R
T Z
B A
M E
S
B K
E N
N A
L E
Y
SCALE: 1/16" = 1'-0"
A1
AIRCRAFT CLEARANCE REQUIREMENTS - C-17A
SCALE IN FEET
0 8' 16' 32'
N
SCALE: 1/16" = 1'-0"
A7
AIRCRAFT CLEARANCE REQUIREMENTS - KC-46
SCALE IN FEET
0 8' 16' 32'
N
4/4/2023
W
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N S_
Vo l2
-0
15' - 0" 15' - 0"
C-130J-30 WING SPAN
132' - 7"
CLEARANCE
REQUIREMENT
FOR C-130J-30
TAIL DOOR POCKET W/
INSULATED METAL PANEL
ASSEMBLY BEYOND
15' - 0" 15' - 0"
C-17A WING SPAN
130' - 10"
CLEARANCE
REQUIREMENT
FOR KC-135R
TAIL DOOR POCKET W/
INSULATED METAL PANEL
ASSEMBLY BEYOND
FINISH FLOOR
100' - 0"
TOP OF HANGAR DOOR
134' - 0"
TOP OF TAIL DOOR
153' - 0"
V E
R
IF
Y
17 ' - 1 0" 10 ' - 0 "
MIN
7' -
0"
MIN
10' - 0"
15' - 0"
POWER OPERATED
APERTURE DOOR
SYSTEM
FINISH FLOOR
100' - 0"
TOP OF HANGAR DOOR
134' - 0"
TOP OF TAIL DOOR
153' - 0"
MIN
7' - 0
V E
R
IF
Y
15 ' - 0 " 10 ' - 0 "
15' - 0"
POWER OPERATED
APERTURE DOOR
SYSTEM
US Army Corps of Engineers ®
SHEET ID
D R
A W
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D B
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NOT FOR
CONSTRUCTION
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U s e rs
\b a m e s \O n e D ri v e
B u rn s
M c D o n n e ll\
D o c u m e n ts
\1 A
C e n tr a l-
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T b a m e s .r v t
/3
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A
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B B
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B A
M E
S
B K
E N
N A
L E
Y
SCALE: 1/16" = 1'-0"
B1
AIRCRAFT CLEARANCE REQUIREMENTS SECTION -
C-130J-30
SCALE: 1/16" = 1'-0"
F1
AIRCRAFT CLEARANCE REQUIREMENTS SECTION -
KC-135R
SCALE IN FEET
0 8' 16' 32'
SCALE IN FEET
0 8' 16' 32'
SCALE: 1/16" = 1'-0"
F8
AIRCRAFT CLEARANCE REQUIREMENTS SECTION -
KC-135R
SCALE IN FEET
0 8' 16' 32'
SCALE: 1/16" = 1'-0"
B8
AIRCRAFT CLEARANCE REQUIREMENTS SECTION -
C-130J-30
SCALE IN FEET
0 8' 16' 32'
4/4/2023
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15' - 0" 15' - 0"
V E
R
IF
Y
C-17A WING SPAN
169' - 10" CLEARANCE
REQUIREMENT
FOR C-17A
TAIL DOOR POCKET W/
INSULATED METAL PANEL
ASSEMBLY BEYOND
FINISH FLOOR
100' - 0"
15' - 0"
10' - 0 "
V E
R
IF
Y
24 ' - 1 "H A
N G
A R
D O
O R
T A
IL
D
O O
R
"MIN
7' - 0"
POWER OPERATED
APERTURE DOOR
SYSTEM
FINISH FLOOR
100' - 0"
10 ' - 0 "
V E
R
IF
Y
' - 6
15' - 0"
H A
N G
A R
D O
O R
T A
IL
D
O O
R
POWER OPERATED
APERTURE DOOR
SYSTEM
7'
- 0
15' - 0" 15' - 0"
KC-46 WING SPAN
156' - 1"
10' - 0"
V E
R
IF
Y
CLEARANCE
REQUIREMENT
FOR KC-46
TAIL DOOR POCKET W/
INSULATED METAL PANEL
ASSEMBLY BEYOND
US Army Corps of Engineers ®
SHEET ID
D R
A W
N B
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D E
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D B
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N O
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N N
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D A
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M A
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P a th
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NOT FOR
CONSTRUCTION
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IF
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D F
IN
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A L
J K
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IN
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C
U s e rs
\b a m e s \O n e D ri v e
B u rn s
M c D o n n e ll\
D o c u m e n ts
\1 A
C e n tr a l-
R V
T b a m e s .r v t
/3
/2
:3
:1
P
M
A-015
A
IR
C R
A F
T C
L E
A R
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Q U
IR
E
M E
N T
S
B B
O R
T Z
B A
M E
S
B K
E N
N A
L E
Y
SCALE: 1/16" = 1'-0"
F1
AIRCRAFT CLEARANCE REQUIREMENTS SECTION - C17A
SCALE: 1/16" = 1'-0"
F8
AIRCRAFT CLEARANCE REQUIREMENTS SECTION - C17A
SCALE IN FEET
0 8' 16' 32'
SCALE IN FEET
0 8' 16' 32'
SCALE: 1/16" = 1'-0"
B8
AIRCRAFT CLEARANCE REQUIREMENTS SECTION - KC46
SCALE IN FEET
0 8' 16' 32'
SCALE: 1/16" = 1'-0"
B1
AIRCRAFT CLEARANCE REQUIREMENTS SECTION - KC46
SCALE IN FEET
0 8' 16' 32'
4/4/2023
W
2Q R
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Vo l2
-0
GENERAL SHEET NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND,
AND ABBREVIATIONS REFER TO SHEET AG001
REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL
LOCATIONS. ALL FIRE RATED WALLS AND SMOKE PARTITIONS
ARE CONTINUOUS ACROSS ALL DOOR OPENINGS, RE: LIFESAFETY PLANS
FOR FIRE EXTINGUISHER LOCATIONS
FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION
REFER TO PARTITION TYPES SHEET
FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT ILLUSTRATED,
REFER TO LARGER SCALE DRAWINGS. IN NO CASE SHALL DIMENSIONS
BE SCALED OFF PLANS, SECTIONS, OR DETAILS FROM THESE DRAWINGS
DOOR LOCATIONS NOT DIMENSIONED ARE 4 INCHES FROM FACE
OF GYPSUM BOARD FINISH WALL TO DOOR JAMB FACE. VERIFY
THERE IS A PULL SIDE MINIMUM 18 INCHES CLEAR AND A PUSH SIDE
MINIMUM 12" CLEAR FROM DOOR STRIKE TO INTERSECTING WALL FOR
ADA COMPLIANCE. NOTIFY GOVERNMENT FOR NON-COMPLIANCE
BEFORE SETTING DOOR FRAME AND WALL LOCATIONS
CONTRACTOR SHALL COORDINATE AND PROVIDE ALL MILLWORK
TRIM AND INFILL PANELS AT ALL UNDERCOUNTER / CABINET
LOCATIONS
REFER TO FINISH SCHEDULE AND FINISH PLANS FOR ADDITIONAL
FINISH INFORMATION. ALL FLOOR FINISHES TO BE CONTINUOUS
UNDER MILLWORK AND EQUIPMENT UNLESS NOTED OTHERWISE
PROVIDE 18GA METAL PLATE OR FIRE TREATED WOOD BLOCKING
IN WALL FOR TOILET FIXTURES, ACCESSORIES, EQUIPMENT,
FLOOR AND WALL MOUNTED TOILET PARTITIONS, AND COUNTERTOP
MOUNTING SUPPORTS
REFER TO SPECIFICATIONS FOR LOCATIONS OF GYPSUM BOARD
CONTROL JOINTS
REFERENCE CIVIL DRAWINGS FOR EXTERIOR BOLLARD DETAILS
REFERENCE THE REFLECTED CEILING PLANS FOR CEILING HEIGHTS
ALL DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CMU WALL,
FINISH FACE OF METAL STUD WALL, AND FACE OF PRECAST CONCRETE
WALL PANEL, UNLESS NOTED OTHERWISE
THE FINISHED FLOOR ELEVATION IS 100'-0" UNLESS NOTED OTHERWISE
REFERENCE FURNITURE PLANS FOR LOCATIONS OF WALL
ACCESSORIES AND VISUAL DISPLAY EQUIPMENT,
PROVIDE BLOCKING AS REQUIRED
SEE STRUCTURAL DRAWINGS FOR EXTERIOR STOOP DETAILS
A-201
A8
A-201
G1
A-201
A1
7651 432
A
B
C
D
E
F
G
H
J
K
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A-201
D1
A-202 G1
A-202 C1
2' - 8" 25' - 3 1/4" 25' - 3 1/4" 25' - 3 1/4" 25' - 3 1/4" 24' - 11" 12' - 8"
2' - 8"
HANGAR BAY
MULTI-PURPOSE
MECH
COMM
FIRE PROTECTION
ELEC
138.00°
7'
- 6
8"
F2
A-302
F2
A-302
B1
A-301
B1
A-301
B2
A-302
OPTION
(800 SF)
F1
A-301
F1
A-301
B7
A-302
43' - 6"
16' - 2"
12' - 8"
34' - 4"
Q
A1
A-313
R
SEE SHEET A-104
MATCHLINE
SEE SHEET A-103
FUTURE
EXPANSION AREA
XXXX
XX
XX
XX
XX
XXXX
XXXX
XXXX
MECHANICAL
PLATFORM ABOVE
MECHANICAL
PLATFORM ABOVE
A.5
L.5
SLOPE
102' - 8" 23' - 4" 18' - 0"
E
Q U
A L
D O
O R
P A
N E
LS
1'
(C
LE
A
R O
P E
N
IN
G
3'
A-202 A1
106' - 8"
A1
SIM
A-313
OPP
US Army Corps of Engineers ®
SHEET ID
D R
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D E
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P a th
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NOT FOR
CONSTRUCTION
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A L
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U s e rs
\b a m e s \O n e D ri v e
B u rn s
M c D o n n e ll\
D o c u m e n ts
\1 A
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T b a m e s .r v t
/3
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:3
:1
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O V
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A L L F
L O
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P L A
N
L C
O L E
B A
M E
S
B K
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N A
L E
Y
SCALE IN FEET
0 8' 16' 32'
SCALE: 1/16" = 1'-0"
A1
OVERALL FLOOR PLAN
N
4/4/2023
W
2Q R
R
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LA
N S_
Vo l2
-0
A-201
A8
A-201
G1
A-201
A1
7651 432
A
B
C
D
E
F
G
H
J
K
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M
N
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A-201
D1
A-202 G1
A-202 C1
25' - 3 1/4" 25' - 3 1/4" 25' - 3 1/4" 25' - 3 1/4" 24' - 11" 12' - 8"
PRE-FINISHED METAL
RIDGE CAP,
MANUFACTURERS
STANDARD DETAIL
/2
/2
F2
A-302
F2
A-302
B1
A-301
B1
A-301
B2
A-302
SG
SG
SG
EJ
EJ
VALLEY
V A
LL
E
Y
RID
GE
OPTION
(800 SF)
F1
A-301
F1
A-301
B7
A-302
B7
A-302
Q
A1
A-313
R
RIDGE
A.5
L.5
PRE-FINISHED STRUCTURAL
STANDING SEAM METAL ROOF OVER
WEATHER BARRIER OVER R-30 RIGID
INSULATION OVER AIR BARRIER
MEMBRANE OVER STEEL DECKING
PRE-FINISHED STRUCTURAL
STANDING SEAM METAL ROOF OVER
WEATHER BARRIER OVER R-30 RIGID
INSULATION OVER AIR BARRIER
MEMBRANE OVER STEEL DECKING
PRE-FINISHED STRUCTURAL
STANDING SEAM METAL ROOF OVER
WEATHER BARRIER OVER R-30 RIGID
INSULATION OVER AIR BARRIER
MEMBRANE OVER STEEL DECKING
SG
SG
SG
SG
ROOF FALL RESISTANT SYSTEM
CONSISTING OF A CONTINUOUS
PASS-THRU HORIZONTAL LIFELINE
SUPPORTED BY CONSTANT FORCE
POST @ 30'-0" OC MAX. CLAMPED TO
STANDING SEAMS OF METAL ROOF
PANEL AS REQUIRED TO MEET OSHA
STANDARDS. SEE DETAILS
A6 & A10 / A-571
ROOF FALL RESISTANT SYSTEM
CONSISTING OF A CONTINUOUS
PASS-THRU HORIZONTAL LIFELINE
SUPPORTED BY CONSTANT FORCE
POST @ 30'-0" OC MAX. CLAMPED TO
STANDING SEAMS OF METAL ROOF
PANEL AS REQUIRED TO MEET OSHA
STANDARDS. SEE DETAILS
A6 & A10 / A-571
A-202 A1
BID OPTION - 80'-0" TALL OPAQUE SOLID
COLOR PERMANENT VINYL GRAPHIC, AIR
NATIONAL GUARD MINUTEMAN
SILHOUETTE,COLOR: WHITE
A1
SIM
A-313
OPP
1/
2"
1' -0
SG
SG
PRE-ENGINEERED
METAL CANOPY
SYSTEM-1, RE: B8/ A-314
PRE-ENGINEERED
METAL CANOPY
SYSTEM-2, RE: B8/ A-314
PRE-ENGINEERED
METAL CANOPY
SYSTEM-1, RE: B8/ A-314
SG
SG
SG
SG
ROOF CURB,
RE: F10/ A-571
5" / 1'-0" 5" / 1'-0"
LEGEND
CONTINUOUS STANDING SEAM METAL
ROOF EXPANSION JOINT, @ WALL/ROOF
INTERSECTION, SEE WALL SECTIONS.
EJ
CONTINUOUS SNOW GUARD SHOWN FOR
REFERENCE ONLY, FINAL DESIGN BY
MANUFACTURER PER SPECIFICATIONS
SG
GENERAL SHEET NOTES
1.
2.
3.
4.
5.
ROOF CONSTRUCTION UNLESS NOTED OTHERWISE: STEEL STANDING SEAM
ROOFING OVER WEATHER BARRIER OVER R-30 (MIN) RIGID INSULATION OVER
AIR BARRIER MEMBRANE OVER STRUCTURAL STEEL DECK (TYP)
COORDINATE ALL ROOF PENETRATIONS WITH MECHANICAL AND ELECTRICAL
DRAWINGS.
PROVIDE CONTINUOUS SNOWGUARD SYSTEM AT ROOFS AS SHOWN ON THE
ROOF PLAN. SYSTEM SHALL BE CLAMP ON PIPE AND RAIL STYLE SYSTEM TO
MATCH BASE STANDARDS.
REFERENCE TYPICAL ROOF DETAILS SHEET A-571.
PAINT ALL ROOF PENETRATIONS, CURBS AND HOODS TO MATCH ROOF COLOR
US Army Corps of Engineers ®
SHEET ID
D R
A W
N B
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D E
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D B
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B M
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C H
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K E
D B
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A N
S I D
IS
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D A
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C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
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N N
O
D A
T E
M A
R K
D E
S C
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F ile
P a th
P lo t D a te
NOT FOR
CONSTRUCTION
1 1312111098765432
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U s e rs
\b a m e s \O n e D ri v e
B u rn s
M c D o n n e ll\
D o c u m e n ts
\1 A
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T b a m e s .r v t
/3
/2
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O V
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A L L R
O O
F P
L A
N
L C
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B A
M E
S
B K
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N A
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SCALE: 1/16" = 1'-0"
A1
OVERALL ROOF PLAN
SCALE IN FEET
0 8' 16' 32'
N
4/4/2023
W
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LA
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Vo l2
-0
A8
A-201
G1
7651 432
A
B
C
D
E
F
N
A-201
D1
A-202 C1
2' - 8" 25' - 3 1/4" 25' - 3 1/4" 25' - 3 1/4" 25' - 3 1/4" 24' - 11" 12' - 8"
2' - 8"
HANGAR BAY
.0
138.00°
F2
A-302
F2
A-302
B1
A-301
B1
A-301
101B
101C
101A
APERTURE DOOR SYSTEM
F1
A-301
F1
A-301
MATCHLINE SHEET A-104
FUTURE
EXPANSION AREA
3' - 4"
6' - 0"
XX
XX
XXXX
XXXX
MECHANICAL PLATFORM
ABOVE
A-424
A1
A.5
SLOPE
SLOPE
S
LO
P E
SLOPE
MECHANICAL PLATFORM
ACCESS LADDER
ATTACHED @ FLOOR AND
MBS STRUCTURE ABOVE
102' - 8" 23' - 4" 18' - 0"
4' - 0"
STEEL SLIDING HANGAR
DOOR (TYP OF 6)
A-426
A6
A-426
A1
INTERIOR BOLLARD,
RE: F5/ A-581
EXTERIOR BOLLARD,
RE: CIVIL
A-552
E1
2'
0"
8"
5'
3'
101D
A1
SIM
A-313
OPP
A9
A-312
A7
A-313
EEWS,
RE: MECH
TRENCH DRAIN, RE:
STRUCTURAL
6'
- 4
4"
LEGEND
PARTITION TYPE,
SEE SHEET A-501
DOOR NUMBER,
SEE DOOR SCHEDULE SHEET A-601
WINDOW TYPE,
SEE WINDOW SCHEDULE A-651
S2AA
101A
W1
VERTICAL BRACING,
SEE STRUCTURAL
XX
US Army Corps of Engineers ®
SHEET ID
D R
A W
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D E
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D B
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S U
B M
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C H
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K E
D B
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A N
S I D
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D A
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C O
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C T
N O
S O
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A
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N N
O
D A
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M A
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D E
S C
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N
F ile
P a th
P lo t D a te
NOT FOR
CONSTRUCTION
1 1312111098765432
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B
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A
KEYPLAN
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A R
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S
U S
A C
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V
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D
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T R
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L O
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V
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K
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C K
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B U
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M c D
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L L
W
A R
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K W
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M
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U s e rs
\b a m e s \O n e D ri v e
B u rn s
M c D o n n e ll\
D o c u m e n ts
\1 A
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T b a m e s .r v t
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E N
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F L O
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P L A
N A
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A
A
L C
O L E
B A
M E
S
B K
E N
N A
L E
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SCALE IN FEET
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
A1
ENLARGED FLOOR PLAN - AREA A
N
4/4/2023
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G1
A-201
A1
7651 432
G G
H
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A-201
D1
A-202 G1
2'
25' - 3 1/4" 25' - 3 1/4" 25' - 3 1/4" 25' - 3 1/4" 24' - 11" * 12' - 8"
HANGAR BAY
43' - 6"
7' - 4"
7' - 10"
12' - 0"
6' - 0"
29' - 4"
18' - 2"
10' - 8"
14' - 8"
15' - 2"
MULTI-PURPOSE
WOMEN'S TOILET
JAN
MEN'S TOILET
MECH
COMM
FIRE PROTECTION
ELEC
138.00°
8"
106' - 8"
4' - 8" 3' - 4"
9' - 4"
3' - 4"
12' - 8" 2' - 0"
2' - 2"6' - 4"
2' - 2"
2' - 0"
20' - 4"
6' - 4"
6' - 0" 3' - 4"
22' - 8"
102B
105A
104A
103A
108A
109A
W1
W1
23' - 4" 18' - 0"
5'
3'
B1
A-301
B1
A-301
B2
A-302
101A
101E
102A
106A
107A
APERTURE DOOR SYSTEM
26' - 0"
OPTION (800 SF),
SEE SHEET A-105
A-401
A8
F1
A-301
F1
A-301
B7
A-302
B7
A-302
EW
C
Q
43' - 6"
16' - 2"
12' - 8"
34' - 4"
A1
A-313
R
A-421
A8
MATCH LINE SHEET A-103
M1CB
M1CB
M1CA
M1CA
M1CB
M1CB
4"
7'
- 6
XXXX
XX
XX
XXXX
S1AC
S1AA
S1AA
MECHANICAL
PLATFORM ABOVE
A-424
A1
(SIM)
M1CB
M1CB
0"
6' - 4"
RECESSED
WALK-OFF MAT,
RE: C4/ A-551
M1CA
L.5
4'
- 0
6'
- 4
4"
6'
- 4
8"
MECHANICAL PLATFORM
ACCESS LADDER
ATTACHED @ FLOOR AND
MBS STRUCTURE ABOVE
SLOPE
S
LO
P E
SLO
PE
SLOPE
STEEL SLIDING HANGAR
DOOR (TYP OF 6)
WASH FOUNTAIN,
RE: MECH
A-426
A1
A-426
A6 OPP
EXTERIOR BOLLARD,
RE: CIVIL
INTERIOR BOLLARD,
RE: F5/ A-581
A-202 A1
A-552
E1 SIM
2'
0"
8"
3' - 4" 4' - 8"
101F
A9
SIM
A-312
EXPANSION JOINT
ISOMETRIC VIEW,
RE: A7/ A-553
1'
- 4
A-554
A1
A-554
A1
A7
OPP
A-313
EXPANSION JOINT
ISOMETRIC VIEW,
RE: A7/ A-553 (SIM)
OPP
EEWS,
RE: MECH TRENCH DRAIN, RE:
STRUCTURAL
9' - 6"
LEGEND
PARTITION TYPE,
SEE SHEET A-501
DOOR NUMBER,
SEE DOOR SCHEDULE SHEET A-601
WINDOW TYPE,
SEE WINDOW SCHEDULE A-651
S2AA
101A
W1
VERTICAL BRACING,
SEE STRUCTURAL
XX
US Army Corps of Engineers ®
SHEET ID
D R
A W
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N N
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D A
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M A
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D E
S C
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F ile
P a th
P lo t D a te
NOT FOR
CONSTRUCTION
1 1312111098765432
A
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N A
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S H
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P N
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D F
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B M
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A L
J K
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U s e rs
\b a m e s \O n e D ri v e
B u rn s
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D o c u m e n ts
\1 A
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R V
T b a m e s .r v t
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/2
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P
M
A-104
E N
L A
R G
E D
F L O
O R
P L A
N A
R E
A
B
L C
O L E
B A
M E
S
B K
E N
N A
L E
Y
SCALE: 1/8" = 1'-0"
A1
ENLARGED FLOOR PLAN - AREA B
SCALE IN FEET
0 4' 8' 16'
N
4/4/2023
W
2Q R
R
_P
LA
N S_
Vo l2
-0
H
J
K
L
M
P
25' - 3 1/4" 25' - 3 1/4" 25' - 3 1/4" 25' - 3 1/4" 24' - 11" 12' - 8"
138.00°
8"
2'
- 8
132' - 8"
26' - 0"
34' - 4"
12' - 8"
16' - 2"
43' - 6"
OPTION
A-203
G2
A-203
A2
A-203 D2
Q
R
7.1
M1CC
S1AC
S1AC S1AC
L.5
MULTI-PURPOSE
S4AA
SECURE ROOM
110A
XXXX
XX
XX
SLOPE
S
LO
P E
SLO
PE
XXXX
A-552
A1
EXPANSION JOINT
ISOMETRIC VIEW @ OPTION,
RE: A1/ A-553
A1
A-315
A1
A-315
A7
A-315
A7
A-315
26' - 0"
LEGEND
PARTITION TYPE,
SEE SHEET A-501
DOOR NUMBER,
SEE DOOR SCHEDULE SHEET A-601
WINDOW TYPE,
SEE WINDOW SCHEDULE A-651
S2AA
101A
W1
VERTICAL BRACING,
SEE STRUCTURAL
XX
US Army Corps of Engineers ®
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
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B Y
S
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C H
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K E
D B
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A N
S I D
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D A
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C O
N T
R A
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N O
S O
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A
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N N
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D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
NOT FOR
CONSTRUCTION
1 1312111098765432
A
B
C
D
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F
G
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A
KEYPLAN
B
U S
A R
M Y
C O
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F E
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A C
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V
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M c D
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L L
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A R
D P
A R
K W
A Y
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S A
S C
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M
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M A
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A L P
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A C
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C A
L P
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A M
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H
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A
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P L A
C E
A
IR
C R
A F
T M
A
IN
T E
N A
N C
E H
A N
G A
R A
N D
S H
O P
S
P N
C E
R T
IF
IE
D F
IN
A
L D
E S
IG
N
S U
B M
IT
T
A L
J K
L
IN
G
C
U s e rs
\b a m e s \O n e D ri v e
B u rn s
M c D o n n e ll\
D o c u m e n ts
\1 A
C e n tr a l-
R V
T b a m e s .r v t
/3
/2
:3
:1
P
M
A-105
E N
L A
R G
E D
F L O
O R
P L A
N A
R E
A
B
O P
T
IO
N
L C
O L E
B A
M E
S
B K
E N
N A
L E
Y
SCALE: 1/8" = 1'-0"
A1
ENLARGED FLOOR PLAN - AREA B (OPTION)
SCALE IN FEET
0 4' 8' 16'
N
4/4/2023
W
2Q R
R
_P
LA
N S_
Vo l2
-0
B
C
D
E
F
G
H
J
K
L
M
N
P
MULTI-PURPOSE
MEN'S TOILET
WOMEN'S TOILET
JAN
MECH
COMM
FIRE PROTECTION
ELEC
HANGAR BAY
25' - 3 1/4" 25' - 3 1/4" 25' - 3 1/4" 25' - 3 1/4" 24' - 11" 12' - 8"
9' - 0"
9' - 0"
OTS
OPTION
(800 SF)
Q
R
MECHANICAL
PLATFORM ABOVE,
RE: A1/ A-424
MECHANICAL
PLATFORM ABOVE,
RE: A1/ A-424 (SIM)
DRAFT CURTAIN
ABOVE, RE: STRUCT
DRAFT CURTAIN
ABOVE, RE: STRUCT
A.5
L.5
LINEAR METAL CEILING
SYSTEM CEILING SLOPED
TO ROOF RE: A-421
OTS
OTS
OTS
OTS
12' - 0"
OTS
9' - 0"
FALL ARREST SYSTEM
ABOVE, RE: STRUCT
MATCHLINE
SHEET A-121 (BASE BID)
SHEET A-122 (OPTION)
34' - 0"
GENERAL SHEET NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND,
AND ABBREVIATIONS REFER TO SHEET AG001.
ARCHITECTURAL CEILING PLANS INDICATE DIMENSIONING AND
PLACEMENT OF VARIOUS CEILING MOUNTED DEVICES. REFER TO
MEP DRAWINGS AND SPECIFICATIONS FOR ALL OTHER INFORMATION
FOR MEP SYSTEMS INCLUDING BUT NOT LIMITED TO FIRE SUPPRESSION,
FIRE ALARM…
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