W9128F21R0051 - Washrack - RTA Drawings - VOLUME II.pdf
PDF 44 MB Posted
- Solicitation number
- W9128F-21-R-0051
About this file
This solicitation is for the construction of a B-21 washrack and maintenance hangar at Ellsworth Air Force Base in South Dakota. The Corps of Engineers is seeking proposals for all design and construction services required to build the facilities. Interested parties must access the full solicitation documents through the Projnet plan room using the provided quick add key, as file size limitations prevent posting on SAM.gov. Proposals are due by the date specified on Projnet. The solicitation includes details on the scope of work, evaluation criteria, and terms and conditions for awarding a firm fixed-price construction contract. Construction must be completed within 720 calendar days of the notice to proceed. This project aims to provide updated facilities for washing and maintaining the new B-21 bomber fleet at Ellsworth AFB.
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Other files
| File | Type | Posted |
|---|---|---|
| Am_0011.pdf | ||
| Am_0010_Dwgs_Vol1.pdf | ||
| Am_0010_Dwgs_Vol3.pdf | ||
| Am_0010.pdf | ||
| Am_0009.pdf | ||
| Am_0008.pdf | ||
| Am_0007.pdf | ||
| Am_0006.pdf | ||
| Am_0005.pdf | ||
| Am_0004.pdf | ||
| W9128F21R0051 - Washrack - RTA Drawings - VOLUME I-.pdf | ||
| Am_0003.pdf | ||
| W9128F21R0051 - Washrack - RTA Drawings - VOLUME III.pdf | ||
| W9128F21R0051_Specifications_Am3.pdf | ||
| Am_0002.pdf | ||
| Am0001_W9128F21R0051.pdf | ||
| 21-R-0051_Specifications.pdf |
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Text version
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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THIS PROJECT WAS REVIEWED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.
CHIEF, GEOTECHNICAL
ENGINEERING & SCIENCES BRANCH
DATE
CHIEF, DAM SAFETY PROD.
CENTER
DATE
CHIEF, DESIGN BRANCH DATE
CHIEF, HYROLOGIC
ENGINEERING BRANCH
DATE
DATECHIEF, ENGINEERING
DIVISION, P.E.
SUBMITTED BY:
CHIEF: ARCH. / INTER.
RA
SECTION
SUBMITTED BY:
CHIEF: CIVIL / ENVIR.
PE
SECTION
SUBMITTED BY:
CHIEF: ELEC.
PE
SECTION
SUBMITTED BY:
CHIEF: MECH.
PE
SECTION
SUBMITTED BY:
CHIEF: STRUCT.
PE
SECTION
SUBMITTED BY:
CHIEF: FUELS
RA
SECTION
SUBMITTED BY:
CHIEF: GEOT./DAM SAFETY
PE
SECTION
SUBMITTED BY:
CADD
PROJECT COORD.
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W9128F-21-R-0051
XXXXXX XX X XXXX
OCTOBER 2021
ELLSWORTH AIR FORCE BASE, SD
B-21: WASHRACK AND MAINTENANCE HANGAR
(WASHRACK)
PN: FXBM1090404, FY 2022
10/22/202110-22-2021
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VOLUME INDEX:
VOLUME 1: GENERAL, CIVIL, & STRUCTURAL
VOLUME 2: ARCHITECTURAL, INTERIORS, & FIRE PROTECTION
VOLUME 3: PLUMBING, MECHANICAL, ELECTRICAL, & TELECOMMUNICATIONS
INDEX TO DRAWINGS VOLUME 2
SHEET NO. SHEET NAME
A-703 SIGNAGE DETAILS
A-704 SIGNAGE DETAILS
A-710 OVERALL GROUND FLOOR FINISH & SIGNAGE PLAN
A-711 OVERALL SECOND FLOOR FINISH & SIGNAGE PLAN
A-712 GROUND FLOOR FINISH & SIGNAGE PLAN - AREA A
A-713 GROUND FLOOR FINISH & SIGNAGE PLAN - AREA B
A-714 GROUND FLOOR FINISH & SIGNAGE PLAN - AREA C
A-715 SECOND FLOOR FINISH & SIGNAGE PLAN - AREA A & C
A-761 MILLWORK DETAILS
INTERIORS
I-010 OVERALL GROUND FLOOR FURNITURE PLAN
I-101 GROUND FLOOR FURNITURE PLAN - AREA B
FIRE PROTECTION
F-001 LIFE SAFETY CODE AND CRITERIA
F-002 CODE COMPLIANCE PLAN
F-010 GROUND FLOOR LIFE SAFETY PLAN
FA001 FIRE ALARM NOTES, LEGEND AND ABBREVIATIONS
FA101 GROUND FLOOR FIRE ALARM PLAN - AREA A AND B
FA102 GROUND FLOOR FIRE ALARM PLAN - AREA C
FA103 GROUND FLOOR FIRE ALARM PLAN - AREA D AND E
FA104 GROUND FLOOR FIRE ALARM PLAN - HEAT DETECTION - AREA A
AND B
FA105 GROUND FLOOR FIRE ALARM PLAN - HEAT DETECTION - AREA D
AND E
FA401 FIRE ALARM ENLARGED PLANS AND DETAILS
FA501 FIRE ALARM DETAILS
FA601 FIRE ALARM ONE-LINE DIAGRAM
FA602 FIRE ALARM MATRIX
FA603 RELEASING SYSTEM ALARM CONTROL PANEL
FX001 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS
FX002 FIRE SUPPRESSION SITE PLAN
FX101 GROUND FLOOR FIRE SUPPRESSION PLAN - AREA A AND B
FX102 GROUND FLOOR FIRE SUPPRESSION PLAN - AREA C
FX103 GROUND FLOOR FIRE SUPPRESSION PLAN - AREA D AND E
FX401 FIRE SUPPRESSION ENLARGED PLANS AND DETAILS
FX501 FIRE SUPPRESSSION RISER DIAGRAMS AND DETAILS
INDEX TO DRAWINGS VOLUME 2
SHEET NO. SHEET NAME
GENERAL
G-003 COVER VOLUME 2
G-004 INDEX TO DRAWINGS VOLUME 2
ARCHITECTURAL
AG001 ARCHITECTURAL LEGEND AND ABBREVIATIONS
AG002 ARCHITECTURAL GENERAL NOTES
AG003 ACCESSIBILITY INFORMATION
A-010 AIRCRAFT CLEARANCE REQUIREMENTS
A-011 AIRCRAFT CLEARANCE REQUIREMENTS SECTIONS
A-020 OVERALL GROUND FLOOR AIR BARRIER PLAN
A-021 OVERALL SECOND FLOOR AIR BARRIER PLAN
A-022 AIR BARRIER SECTIONS
A-023 AIR BARRIER SECTIONS
A-030 SECURITY PLAN
A-110 OVERALL GROUND FLOOR PLAN
A-111 GROUND FLOOR PLAN - AREA A
A-112 GROUND FLOOR PLAN - AREA B
A-113 GROUND FLOOR PLAN - AREA C
A-120 OVERALL MECHANICAL PLATFORM PLAN
A-150 OVERALL GROUND FLOOR REFLECTED CEILING PLAN
A-151 GROUND FLOOR REFLECTED CEILING PLAN - AREA A
A-152 GROUND FLOOR REFLECTED CEILING PLAN - AREA B
A-153 GROUND FLOOR REFLECTED CEILING PLAN - AREA C
A-160 OVERALL PLATFORM LEVEL REFLECTED CEILING PLAN
A-161 PLATFORM LEVEL REFLECTED CEILING PLAN - AREA A
A-162 PLATFORM LEVEL REFLECTED CEILING PLAN - AREA B
A-163 PLATFORM LEVEL REFLECTED CEILING PLAN - AREA C
A-170 OVERALL ROOF PLAN
A-171 ICE/WATER BARRIER LOCATIONS
A-180 BRICK LEDGE PLAN AND ELEVATIONS
A-201 EXTERIOR BUILDING ELEVATIONS
A-251 ENLARGED EXTERIOR ELEVATIONS
A-252 ENLARGED EXTERIOR ELEVATIONS
A-253 ENLARGED EXTERIOR ELEVATIONS
A-254 ENLARGED EXTERIOR ELEVATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-303 BUILDING SECTIONS
A-310 WALL SECTIONS
A-311 WALL SECTIONS
A-312 WALL SECTIONS
A-313 WALL SECTIONS
A-314 WALL SECTIONS
A-401 ENLARGED FLOOR PLANS AND ELEVATIONS
A-402 ENLARGED FLOOR PLANS AND ELEVATIONS
A-403 ENLARGED FLOOR PLANS AND ELEVATIONS
A-404 ENLARGED FLOOR PLANS AND ELEVATIONS
A-411 SHIPS LADDER PLANS AND SECTIONS
A-412 LADDER DETAILS
A-420 SUMP PUMP PLANS AND SECTIONS
A-421 TOILET PLANS AND ELEVATIONS
A-422 TOILET PLANS AND ELEVATIONS
A-423 TOILET PLANS AND ELEVATIONS
A-501 PARTITION TYPES
A-502 PARTITION TYPE DETAILS
A-503 PARTITION TYPE DETAILS
A-504 PENETRATION DETAILS
A-505 PENETRATION DETAILS
A-510 EXTERIOR WALL DETAILS
A-511 EXTERIOR WALL DETAILS
A-512 EXTERIOR WALL DETAILS
A-521 GENERAL EXTERIOR DETAILS
A-522 GENERAL EXTERIOR DETAILS
A-551 MISCELLANEOUS DETAILS
A-571 ROOF DETAILS
A-572 ROOF DETAILS
A-573 ROOF DETAILS
A-574 ROOF DETAILS
A-575 ROOF DETAILS
A-581 INTERIOR FINISH DETAILS
A-601 DOOR SCHEDULE
A-621 DOOR DETAILS
A-622 DOOR DETAILS
A-623 DOOR DETAILS
A-630 HANGAR DOOR PLAN
A-631 HANGAR DOOR SECTIONS
A-632 HANGAR DOOR SECTIONS
A-633 HANGAR DOOR DETAILS
A-634 HANGAR DOOR DETAILS
A-635 HANGAR DOOR DETAILS
A-636 HANGAR DOOR DETAILS
A-651 INSULATED TRANSULCENT WALL PANEL SCHEDULE AND TYPES &
LOUVER SCHEDULE AND TYPES
A-661 WINDOW & TRANSLUCENT WALL PANEL DETAILS
A-671 LOUVER DETAILS
A-701 ROOM FINISH SCHEDULE AND LEGEND
A-702 SIGNAGE SCHEDULE AND DETAILS
RIGID INSULATION
FACE BRICK
PLYWOOD
CONCRETE
MASONRY UNIT
CONCRETE
UNDISTURBED
EARTH
GROUT OR
GYPSUM BOARD
STEEL OR
FERROUS
GRAVEL
FINISHED WOOD
BATT INSULATION
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
NEW DOOR
NEW WALL (RE: PARTITION TYPE)
PLAN LEGEND:
ROOM NAME
ROOM NUMBER
PARTITION TYPE
DOOR NUMBER
WINDOW TAG
GLAZING TYPE
LOUVER TAG
GRID BUBBLE AND LINE
TOILET ACCESSORY TAG
L01
T-01
W101
WORK
1' - 0" A.F.F.
FURNITURE SYSTEM TAG
ROOM NAME
CEILING HEIGHT TAG
S2AA
W1
XXX SIGNAGE TAG
ZZZ MATERIAL/FINISH TAG
INSULATED TRANSLUCENT
PANEL TAG
TP-1
SECTION, DETAIL, AND ELEVATION SYMBOL IDENTIFIERS:
DRAWING SEQUENCE NUMBER INDICATES
WHERE TITLE IS LOCATED (MAY NOT BE
PRESENT IF CALLOUT AND TITLE ARE ON
THE SAME DRAWING)
LETTER AND NUMBER INDICATE
SHEET GRID COORDINATE OF VIEW
ONE OR TWO CHARACTER DISCIPLINE
DESIGNATOR (MAY NOT BE PRESENT IF
CALLOUT AND TITLE ARE ON DRAWINGS
WITHIN THE SAME DISCIPLINE)
LETTER AND NUMBER INDICATE
SHEET GRID COORDINATE OF VIEW
WALL SECTION CALLOUT EXAMPLE:
DETAIL CALLOUT EXAMPLE:
ELEVATION CALLOUT EXAMPLE:
SECTION, DETAIL, AND ELEVATION TITLE EXAMPLE:
EXTERIORINTERIOR
NORTH ARROW EXAMPLE:
LETTER AND NUMBER
INDICATE SHEET GRID
COORDINATE OF VIEW
SHEET NUMBER WHERE
SECTION IS DRAWN
LETTER AND NUMBER
INDICATE SHEET GRID
COORDINATE OF VIEW
SHEET NUMBER WHERE
SECTION IS DRAWN
BUILDING SECTION CALLOUT EXAMPLE:
VIEW REFERENCE EXAMPLE:
LETTER AND NUMBER INDICATE
SHEET GRID COORDINATE OF VIEW
SHEET NUMBER WHERE
SECTION IS DRAWN
LETTER AND NUMBER
INDICATE SHEET GRID
COORDINATE OF VIEW
SHEET NUMBER WHERE
DETAIL IS DRAWN
A-751
A1
A3
A4A2
VIEW TITLE
A1
N
VIEW TITLE
VIEW SCALE
VIEW SCALE BAR
SCALE: 1/8" = 1'-0" 0 4' 8' 16'
PLAN
NORTH
PLAN NORTH
TRUE NORTH
NORTH INDICATING
PLAN NORTH
NORTH ARROW INDICATING PLAN
NORTH AND TRUE NORTH
A1
A-311
A1
A-301
A1
A-311
A1
A-301
A1
A-301
A1
A-301
A1
A-201
A1
A-401
US Army Corps of Engineers ®
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-P-
PA PUBLIC ADDRESS
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 REFLECTED CEILING PLAN
RD ROOF DRAIN
RE: REFERENCE
RECP RECEPTACLE
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"
SSMR STANDING SEAM METAL ROOF
STC SOUND TRANSMISSION CLASS
STD STANDARD
STOR STORAGE
STRUCT STRUCTURAL
SUPP SUPPORT
SUSP SUSPENDED
SYS SYSTEM
-T-
TD TRENCH DRAIN
TECH TECHNICAL
THK THICKNESS
THRU THROUGH
TLT TOILET
TO TOP OF, AS IN "TO STEEL"
TP TRANSLUCENT PANEL
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
FHC FIRE HOSE CABINET (WITH EXTINGUISHER &
BRACKET)
FHR FIRE HOSE REEL (WITH EXTINGUISHER &
BRACKET)
FIN FINISHED, FINISH
FLR FLOOR
FT FEET / FOOT
FV FIELD VERIFY
°F FAHRENHEIT
-G-
GA GAUGE
GALV GALVANIZED
GL GIRT LINE, GRID LINE, GRADE LINE, GLASS
GRTG GRATING
GYP GYPSUM
GYP BD GYPSUM BOARD
-H-
H HIGH
HC HANDICAP ACCESSIBLE
HD HAND
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HT HEIGHT
HVAC HEATING, VENTILATION & AIR CONDITIONING
-I-
ID INSIDE DIAMETER
IDS INTRUSION DETECTION SYSTEM
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
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM, MINUTE
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
OPNG OPENING
OPP OPPOSITE
-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
COR CONTRACTING OFFICER REPRESENTATIVE
CORR CORRUGATED OR CORRIDOR
-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
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 MATERIAL SYMBOLS
SHEET ID
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A N
ARCHITECTURAL GENERAL NOTES
50. ALL EXTERIOR WALL MOUNTED ELEMENTS OVER RIBBED METAL
PANEL MUST BE INSTALLED OVER 14GA, PAINTED, GALVANIZED
SHEET METAL. SEE DETAIL F7/A-522.
51. ALL METAL WALL PANELS MUST BE CONTINUOUS WITHOUT JOINTS
UNLESS NOTED OTHERWISE.
52. CONSTRUCTION FOR SECURE AREAS, AND SECURE AREA
MATERIAL AND COMPONENTS, MUST COMPLY WITH UFC 4-010-05
AND IC TECH SPECS FOR ICD/ICS 705 AND FULLY MEET AND PASS
ALL ACCREDITATION.
53. CONTRACTOR MUST PROVIDE ACOUSTICAL TESTING OF SECURE
AREAS IN ORDER TO DEMONSTRATE CONFORMANCE WITH
REQUIREMENTS INDICATED IN DOCUMENTS. CONTRACTOR MUST
HIRE AN INDEPENDENT ACOUSTICAL TESTING AGENCY TO
PERFORM ACOUSTICAL TESTS IN ACCORDANCE WITH ASTM
E336-20 STANDARD TEST METHOD FOR MEASUREMENT OF
AIRBORNE SOUND ATTENUATION BETWEEN ROOMS IN BUILDINGS.
TESTING MUST BE CONDUCTED TO DETERMINE THE APPARENT
SOUND TRANSMISSION CLASS (ASTC) AND APPARENT
TRANSMISSION LOSS (ATL) AS INDICATED IN THE ASTM STANDARD.
CONTRACTOR MUST PROVIDE ONE TEST PER SECURE AREA IN
THE PRESENCE OF THE CONTRACTING OFFICER AND SITE
SECURITY OFFICER. THE ACCREDITING OFFICER MUST BE
NOTIFIED IN ADVANCE AND HAVE THE OPTION TO ATTEND
TESTING IF POSSIBLE. TEST LOCATIONS IN THE BUILDING MUST BE
DETERMINED BY THE SITE SECURITY OFFICER. CONTRACTOR IS
RESPONSIBLE FOR PROVIDING A COMPLETE REPORT OF EACH
TEST IN ACCORDANCE WITH SECTION 13 OF ASTM E336.
CONTRACTOR MUST BE RESPONSIBLE FOR REMEDIATING FAILED
TESTS AND MUST HAVE FAILED LOCATIONS RE-TESTED TO
DEMONSTRATE COMPLIANCE.
54. REFER TO APPROVED LOW OBSERVABLE HANGAR MOCK UP FOR
BUILDING MATERIAL AND QUALITY OF CONSTRUCTION. PROVIDE
SHOP DRAWINGS TO MATCH APPROVED MOCK UP MATERIAL AND
CONSTRUCTION DETAILS.
26. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
ALL PENETRATIONS IN THE STRUCTURE FOR THE PROPER
INSTALLATION OF THE WORK. REFER TO STRUCTURAL DRAWINGS
FOR SECONDARY FRAMING AND/OR REINFORCING REQUIRED AT
PENETRATIONS IN STEEL, CONCRETE OR MASONRY.
27. THE CONTRACTOR MUST 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. REFER
TO SECTION 13 48 73 SEISMIC CONTROL FOR MECHANICAL
EQUIPMENT FOR MORE INFORMATION.
30. EXTEND ALL FLOORING AND WALL-BASE COMPLETELY INTO
RECESSES, UNDER OPEN COUNTERTOPS, AND BEHIND ALL
EQUIPMENT.
31. ALL MATERIALS USED FOR CONSTRUCTION MUST BE NEW AND
UNDAMAGED. THE CONTRACTOR MUST SUBMIT SHOP DRAWINGS
AS REQUIRED IN THE SPECIFICATIONS.
32. THE CONTRACTOR MUST BECOME FULLY ACQUAINTED WITH
CONDITIONS RELATED TO THE WORK. ANY DISCREPANCIES
BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS MUST BE
REPORTED TO THE DESIGN PROFESSIONALS FOR RESOLUTION
PRIOR TO PROCEEDING WITH THE WORK.
33. DRAWINGS CONTAINED IN THIS SET MUST 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 MUST CONSTITUTE
ACCEPTANCE OF THE SUBSTRATE AND/OR CONDITIONS.
35. "TYPICAL" (TYP) AS USED IN THESE DOCUMENTS MUST MEAN THAT
THE CONDITIONS OR DIMENSION IS THE SAME OR
REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT.
36. CONTROL JOINTS (CJ) MUST BE INSTALLED AT ALL PARTITIONS. CJ
AT GYPSUM PARTITIONS MUST BE MAXIMUM 30'-0" O.C., CJ AT
CONCRETE MASONRY UNIT PARTITIONS MUST BE MAXIMUM 20'-0"
O.C., UNLESS OTHERWISE NOTED ON DRAWINGS. REFER TO
ELEVATION DRAWINGS FOR EXTERIOR CONTROL JOINT
LOCATIONS. REVIEW CJ LOCATIONS WITH COR PRIOR TO
INSTALLATION.
37. NON-BEARING PARTITIONS MUST BE ISOLATED FROM THE
BUILDING STRUCTURE TO PREVENT TRANSFER OF BUILDING
LOADS FROM THE STRUCTURE TO THE PARTITIONS.
38. NOT USED.
39. NOT USED.
40. NOT USED.
41. WHERE EXISTING FINISHED SURFACES ARE CUT SO THAT A
SMOOTH TRANSITION WITH NEW WORK IS NOT POSSIBLE,
TERMINATE EXISTING SURFACE ALONG A STRAIGHT LINE AT A
NATURAL LINE OF DIVISION AND MAKE RECOMMENDATION TO
COR.
42. PROTECT EXISTING WORK TO REMAIN. PERFORM CUTTING TO
ACCOMPLISH REMOVALS NEATLY AND AS SPECIFIED FOR CUTTING
NEW WORK. REPAIR ADJACENT CONSTRUCTION AND FINISH
DAMAGED DURING REMOVAL WORK. PATCH AS SPECIFIED FOR
PATCHING NEW WORK.
43. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXTENT,
NATURE, AND SCOPE OF WORK DESCRIBED IN THE CONTRACT
DOCUMENTS AND COORDINATING WITH THE COR THE
INTERFACING OF THE EXISTING BUILDING AND THE WORK SHOWN
AND DESCRIBED IN THESE CONTRACT DOCUMENTS.
44. ALL "EXISTING" INFORMATION ON THE CONTRACT DOCUMENTS
HAS BEEN OBTAINED FROM A PREVIOUS SET OF DRAWINGS, OR
FROM FIELD INVESTIGATION AND SUCH "EXISTING" INFORMATION
MUST BE FIELD VERIFIED BY ALL CONTRACTORS.
45. NOT USED.
46. NOT USED.
47. BASIS OF DESIGN PRODUCTS ARE NOT INTENDED TO LIMIT THE
SELECTION FROM OTHER MANUFACTURERS. HOWEVER PRODUCT
QUALITY MUST MATCH TO BASIS
OF DESIGN PRODUCT AND SPECIFICATION REQUIREMENTS.
48. PROVIDE SEALANT AT ALL JOINTS ALONG ROOF, WALL SYSTEMS,
PENETRATIONS, FLASHINGS, AND OPENINGS.
49. ALL EXTERIOR WALL MOUNTED ELEMENTS ON CMU SHALL BE
INSTALLED OVER SMOOTH FACE CMU. CONTRACTOR SHALL
COORDINATE ALL EXTERIOR WALL MOUNTED ELEMENTS BEFORE
EXTERIOR WALL INSTALLATION. PROVIDE SMOOTH FACE CMU AS
REQUIRED WHERE WALL MOUNTED ELEMENTS ARE MOUNTED.
1. ALL WORK MUST COMPLY WITH ALL APPLICABLE CODES AND
STANDARDS AS LISTED OR REFERENCED ON LIFE SAFETY PLAN
AND LIFE SAFETY CRITERIA.
2. THE CONTRACTOR MUST INCLUDE ALL WORK REQUIRED TO
COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AS
LISTED OR REFERENCED ON LIFE SAFETY PLAN AND LIFE SAFETY
CRITERIA.
3. DIMENSIONS MUST GOVERN. DETAILS MUST GOVERN OVER
PLANS AND ELEVATIONS. LARGE SCALE DETAILS OR PLANS MUST
GOVERN OVER SMALL SCALE DETAILS OR PLANS. DO NOT SCALE
DRAWINGS.
4. THE GENERAL CONTRACTOR MUST 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 MUST BE INSPECTED FOR DAMAGE, WARPING OR
OTHER NOTICEABLE DEVIATIONS AND PATCHED AND LEVELED
PRIOR TO COVERING WITH FLOOR FINISHES, INSTALLATION OF
FLOOR GRATING SYSTEM, OR ERECTION AND INSTALLATION OF
COLD-FORMED FRAMING. TEST FLOOR SLAB MOISTURE CONTENT
BEFORE FLOOR FINISH INSTALLATION AS REQUIRED PER
SPECIFICATION.
6. THE GENERAL CONTRACTOR MUST BE RESPONSIBLE FOR
PROVIDING ALL MANUFACTURER'S RECOMMENDED MAINTENANCE
PROCEDURES AND SCHEDULES.
7. NOT USED.
8. ALL CONSTRUCTION MUST MEET OR EXCEED SPECIFIED
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, MASONRY
AND GROUND.
11. PROVIDE 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING AT
ALL ELECTRICAL, PHONE, AND SECURITY SYSTEM PANELS.
ENSURE ALL LABELS ARE CLEAR OF PAINT AND NOT COVERED.
12. PROVIDE FIRE-RESISTANT TREATED WOOD BLOCKING OR 20
GAUGE MINIMUM METAL BACKING 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 CEMENTITIOUS BACKER UNIT 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 ENSURE 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
MUST FIELD MEASURE ALL OPENINGS AND COORDINATE WITH THE
APPROPRIATE SUPPLIER FOR ALL DOORS AND WINDOWS.
17. ALL CONDUITS, PLUMBING, PIPING, DUCTWORK, AND OTHER
EQUIPMENT EXPOSED TO VIEW MUST BE LOCATED PARALLEL OR
PERPENDICULAR TO THE STRUCTURAL FRAMING SYSTEM.
18. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR
MATERIALS, WHERE REQUIRED.
19. FIBERGLASS REINFORCED PANELS TO BE INSTALLED UP TO 6'-0"
ABOVE WALL BASE AT ALL MOP SINK LOCATIONS. EXTENT OF
PANELS VARIES BY LOCATION. REFER TO FINISH SCHEDULE, WALL
FINISH DRAWINGS, AND INTERIOR ELEVATIONS.
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
MUST CONTROL.
21. PROVIDE FIRE-STOPPING SYSTEMS AT TOP OF AND AT ALL
PENETRATIONS THROUGH FIRE-RATED WALL ASSEMBLIES AND
FIRE RATED FLOOR ASSEMBLIES.
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 MUST 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.
NOTE: PROVIDE BLOCKING FOR ALL TOILET ACCESSORIES AS NEEDED.
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SIDE VIEW
EDGE OF WALL
BEYOND
WIDTH OF ALCOVE
48" MIN
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8" MIN
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11" MIN
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48" MIN.
19" MAX.
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8" MIN.
25" MAX.
17" MIN.
11" MIN.
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CONTROL WALL
SEAT WALL
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AND HAND
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1 1/2"
14"-15"
3" MAX
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3' - 0" 30" MIN
3'
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6" M
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4" M
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13 1/2" MIN
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12" MIN
36" MIN
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42" MIN 12" MAX
54" MIN
56" MIN WALL WC
60" IPC 2000
59" MIN FLOOR WC
(ICC / ANSI A117.1 & ABA / ADA)
3'
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4" M
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6" MIN*
4" MAX
32" MIN
6" M
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HIGH AFF CLR *
32" MIN
36" MIN
42" ICC / ANSI A117.1
GOVERNS - CLEAR FROM
OUTSIDE FACE OF
ADJACENT STALL
42" MIN
56" MIN WALL WC
60" IPC 2000
59" MIN FLOOR WC
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M
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42" MIN
12" MAX
M
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54" MIN
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 STANDARD STALL
LATCH SIDE APPROACH
ONLY, ALL OTHER
APPROACHES TO BE 48"
(ABA / ADA) INTERNATIONAL
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GOVERNS
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17" - 19"
35" - 37"
M
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42" MIN
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16" - 18"
CLEAR FLOOR SPACE @ WATER
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FINISHED WALL
4" MIN. 3' - 4" 1' - 0"
1' - 6" MIN.
VERIFY THERE IS A MINIMUM 18" CLEAR
FROM DOOR STRIKE TO INTERSECTING
WALL FOR ACCESSIBLE COMPLIANCE.
NOTIFY CONTRACT OFFICER FOR NON-
COMPLIANCE BEFORE SETTING DOOR
FRAME AND WALL LOCATIONS
TYPICAL DOOR JAMB
LOCATION UNLESS
DIMENSIONED OTHERWISE
ALL ROOM SIGNS, LIGHT
SWITCHES AND
THERMOSTATS TO BE
LOCATED WITHIN THIS SPACE
NOTE:
REVIEW GUIDELINES FOR OTHER DOOR
APPROACH CLEARANCE REQUIREMENTS
US Army Corps of Engineers ®
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IT
O
L A
V E
N U
E O
M A
H A
N
E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F
X B
M F
Y
B -2
W
A S
H R
A C
K A
N D
M A
IN
T
E N
A N
C E
H A
N G
A R
W
A S
H R
A C
K
O C
T O
B E
R
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
W F
-2 -R
-0
A
M -0
D E
S
IG
N I S
S U
E D
F O
R P
R
IC
IN
G
O C
T
AG003
A C
C E
S S
IB
IL
IT
Y
I N
F O
R M
A T
IO
N
T K
IM
J C
O B
L E
R
B C
H A
P M
A N
(NOTE: NOT EVERY ITEM OR CONDITION SHOWN ON THIS SHEET MAY OCCUR IN THIS PROJECT)
NTSSCALE:A1
STANDARD ACCESSIBLE MOUNTING HEIGHTS
NTSSCALE:L1
ELECTRIC WATER COOLER
NTSSCALE:L6
LAVATORIES
NTSSCALE:L10
SHOWER STALLS
NTSSCALE:L16
ACCESSIBLE SHOWER STALL
NTSSCALE:H1
URINALS
NTSSCALE:E1
GRAB BARS
NTSSCALE:E10
STANDARD ACCESSIBLE STALLS
NTSSCALE:E7
WATER CLOSETS
NTSSCALE:H6
DOOR CLEARANCES
C
D
E
F
54321 6 7 8 9 11
HANGAR BAY 1
CLEARANCE
REQUIREMENTS FOR B-2A
H1
A-011
A1
A-011
EQ. EQ.
200' - 8" CLEAR DOOR OPENING
CENTERLINE OF HANGAR BAY & AIRCRAFT
T O
C O
LU
M
N F
A C
E
T O
D O
O R
F A
C E
0"
TO FACE OF STEEL
15' - 4" 172' - 0"
TO FACE OF STEEL
15' - 4"
"15' - 0"
15' - 0" 15' - 0"
15' - 0"
" 15
"15
" 15' - 0"
15' - 0"
ALL REQUIRED CLEAR DIMENSIONS ARE MINIMUM.
HANGAR BAY 2 NOT SHOWN. HANGAR BAY 1 AND 2 MUST BE
CONSTRUCTED THE SAME SIZE WITH THE SAME CLEARANCE
REQUIREMENTS.
GENERAL SHEET NOTES
1.
2. US Army Corps of Engineers ®
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
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S U
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C H
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K E
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D A
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C O
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N O
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N N
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L
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D A
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M A
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G R
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ID
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A F
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A W
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C O
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A H
A D
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T C
A P
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N U
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M A
H A
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E L L S
W O
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H A
IR
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C E
B A
S E
S
D
P N
F
X B
M F
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B -2
W
A S
H R
A C
K A
N D
M A
IN
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A N
C E
H A
N G
A R
W
A S
H R
A C
K
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T O
B E
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A D
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M E
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-2 -R
-0
A
M -0
D E
S
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N I S
S U
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F O
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R
IC
IN
G
O C
T
A-010
A
IR
C R
A F
T C
L E
A R
A N
C E
R E
Q U
IR
E
M E
N T
S
T K
IM
J C
O B
L E
R
B C
H A
P M
A N
SCALE: 3/32" = 1'-0"A1
AIRCRAFT CLEARANCE REQUIREMENTS
0 8' 16' 24'
PLAN
NORTH
KEY PLAN
CA B
ALL REQUIRED CLEAR DIMENSIONS ARE MINIMUM.
HANGAR BAY 2 NOT SHOWN. HANGAR BAY 1 AND 2 MUST BE
CONSTRUCTED THE SAME SIZE WITH THE SAME CLEARANCE
REQUIREMENTS.
GENERAL SHEET NOTES
1.
2.
GROUND FLOOR
100' - 0"
T.O. MASONRY
110' - 0"
DOOR CLEAR HEIGHT
126' - 8"
BOTTOM OF TP
119' - 0"
A B C D E F
ROOF PEAK
147' - 1 1/2"
A1
A-011
FALL ARREST SYSTEM RAILING
TO DOOR FACE
12' - 10" 69' - 0"
TO COLUMN FACE
15' - 0"
TOP OF TP
127' - 0"
DRAFT CURTAIN
ROOF EAVE
137' - 4"
HANGAR BAY 1
GROUND FLOOR
100' - 0"
T.O. MASONRY
110' - 0"
BOTTOM OF TP
119' - 0"
5 4 3 2 1678
H1
A-011
HANGAR BAY 1
FALL ARREST SYSTEM RAILING
DRAFT CURTAIN
TO FACE OF STEEL
15' - 4" 172' - 0"
TO FACE OF STEEL
15' - 4"
TOP OF TP
127' - 0"
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
E D
B Y
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IZ
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C H
E C
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
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N O
S O
L
IC
IT
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N N
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L
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C
A
D A
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M A
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D E
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C O
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K W
A Y
K
A N
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S C
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B L E
G R
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ID
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A P
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L A
V E
N U
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H A
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E L L S
W O
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H A
IR
F
O R
C E
B A
S E
S
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P N
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X B
M F
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B -2
W
A S
H R
A C
K A
N D
M A
IN
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E N
A N
C E
H A
N G
A R
W
A S
H R
A C
K
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-0
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M -0
D E
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N I S
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F O
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IN
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O C
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A-011
A
IR
C R
A F
T C
L E
A R
A N
C E
R E
Q U
IR
E
M E
N T
S S
E C
T
IO
N S
T K
IM
J C
O B
L E
R
B C
H A
P M
A N
SCALE: 3/32" = 1'-0"
H1
AIRCRAFT CLEARANCE REQUIREMENTS SECTION
SCALE: 3/32" = 1'-0"
A1
AIRCRAFT CLEARANCE REQUIREMENTS SECTION
0 8' 16' 24'
C
D
E
F
18 19 20 21 221716151454321 6 7 8 9 11 12
ZONE 1
(INSPECTION ONLY)
ZONE 2
(INSPECTION ONLY)
ZONE 4
ZONE 9
(INSPECTION ONLY)
F
A
A A
A
F
F
FF
B C D B C D
B C D B C D
B C DB C DC C
F
G1
A-022
G1
A-022
A3
A-023
A3
A-023
ZONE 3
(INSPECTION ONLY)
F
ZONE 10
(INSPECTION ONLY)
A
A
B C D
B C D
B D
B C DB C D
H3
A-023
H3
A-023
ZONE 5
(INSPECTION ONLY)
ZONE 6
(INSPECTION ONLY)
ZONE 8
(INSPECTION ONLY)
ZONE 7
(INSPECTION ONLY)
G
G
A
A
F
F
F
F
F
F
10 13
GG
G G
A1
A-022
A1
A-022
ZONE 12
(INSPECTION ONLY)
A
A
A
A13
A-521
A13
A-521
1. SEE SPECIFICATION 07 05 23 FOR PRESSURE
TESTING AND AIR BARRIER SYSTEM FOR AIR
TIGHTNESS.
2. REFERENCE WALL SECTIONS AND DETAILS FOR
CONTINUOUS AIR BARRIER.
3. STANDING SEAM METAL ROOF SYSTEM AIR BARRIER
MUST BE VAPOR BARRIER OVER ROOF THERMAL
BOARD. ROOF INSULATION AND ROOF BOARD MUST
BE INSTALLED IN STAGGERED PATTERN AND ALL
JOINTS MUST BE SEALED WITH TAPE.
4. AIR BARRIER LOCATION.
5. AIR BARRIER AREA MUST BE FIELD VERIFIED BY
CONTRACTOR.
6. SEE SPECIFICATION 07 27 10.00 10 FOR AIR BARRIER
SYSTEM AND REQUIREMENTS.
7. SEAL ALL PENETRATIONS AT EACH ZONE BOUNDARY
FOR AIR TIGHTNESS.
8. ALL EXPOSED CMU MUST BE PAINTED. PAINTED CMU
WILL ACT AS VAPOR RETARDER. ALL PENETRATIONS
MUST BE SEALED.
9. ALL GYPSUM BOARD FURRING ON EXTERIOR WALL
MUST EXTEND TO BOTTOM OF ROOF DECK. ALL
GYPSUM BOARD MUST BE PAINTED. ALL PAINTED
GYPSUM BOARD WILL ACT AS VAPOR RETARDER.
ALL PENETRATIONS MUST BE SEALED.
10. PROVIDE WEATHER SEAL AT ALL DOORS AT AIR
BARRIER ZONE BOUNDARY
11. PROVIDE ELASTOMERIC PUTTY OVER OUTLETS ON
ZONE BOUNDARY WALLS.
12. GENERAL CONTRACTOR MUST INSPECT AIR
BARRIER INSTALLATION DAILY TO ENSURE AIR
BARRIER TIGHTNESS
GENERAL SHEET NOTESLEGEND
CAST IN PLACE CONCRETE FLOOR
FLUID APPLIED VAPOR BARRIER OVER CMU
INSULATED METAL WALL PANEL
SPRAY FOAM INSULATION AT TOP OF WALL
VAPOR BARRIER OVER ROOF THERMAL BOARD
3-COAT MIN. PAINTED CMU W/ BLOCK FILLER PRIMER
3-COAT MIN. PAINTED GYPSUM WALL BOARD
METAL DECKING
- METAL DECKING MUST OVERLAP AT LEAST 6
INCHES WITH TWO BEADS OF CONTINUOUS
SEALANT
- USE SELF TAPPING SCREW WITH NEOPRENE
WASHERS
- ALL DECK PENETRATION MUST SEAL WITH
INTUMESCENT FOAM SEALER
A
THE FOLLOWING MATERIALS REQUIRE AIR PERMEABILITY
NOT TO EXCEED 0.004 CFM/SQFT @ 75PA TESTED IN
ACCORDANCE WITH ASTM E2178:
B
C
D
E
F
G
H
AIR BARRIER SUMMARY
ZONE 1 (INSPECTION ONLY)
FLOOR AREA = 24,244 SF
WALL AREA = 30,739 SF
ROOF AREA = 24,583 SF
ZONE 2 (INSPECTION ONLY)
FLOOR AREA = 962 SF
WALL AREA = 2,179 SF
ROOF AREA = 962 SF
ALLOWABLE LEAKAGE RATE (ALR): 0.40 CFM/SF
ALR
9,697 CFM
12,295 CFM
9,833 CFM
ALR
385 CFM
872 CFM
385 CFM
TOTAL AREA = 79,566 SF 31,825 CFM
TOTAL AREA = 4,103 SF 1,642 CFM
ZONE 3 (INSPECTION ONLY)
FLOOR AREA = 522 SF
WALL AREA = 1,426 SF
ROOF AREA = 522 SF
ALR
209 CFM
570 CFM
209 CFM
TOTAL AREA = 2,470 SF 988 CFM
ZONE 4
FLOOR AREA = 5,376 SF
WALL AREA = 8,562 SF
ROOF AREA = 5,376 SF
ALR
2,150 CFM
3,425 CFM
2,150 CFM
TOTAL AREA = 19,314 SF 7,725 CFM
ZONE 5 (INSPECTION ONLY)
FLOOR AREA = 264 SF
WALL AREA = 1,015 SF
ROOF AREA = 264 SF
ALR
105 CFM
406 CFM
105 CFM
TOTAL AREA = 1,543 SF 616 CFM
ZONE 7 (INSPECTION ONLY)
FLOOR AREA = 392 SF
WALL AREA = 1278 SF
ROOF AREA = 392 SF
ALR
157 CFM
511 CFM
157 CFM
TOTAL AREA = 2,062 SF 825 CFM
ZONE 6 (INSPECTION ONLY)
FLOOR AREA = 900 SF
WALL AREA = 1,885 SF
ROOF AREA = 900 SF
ALR
360 CFM
754 CFM
360 CFM
TOTAL AREA = 3,685 SF 1,474 CFM
ZONE 8 (INSPECTION ONLY)
FLOOR AREA = 796 SF
WALL AREA = 1818 SF
ROOF AREA = 796 SF
ZONE 9 (INSPECTION ONLY)
FLOOR AREA = 983 SF
WALL AREA = 2,149 SF
ROOF AREA = 983 SF
ALR
318 CFM
727 CFM
318 CFM
ALR
393 CFM
860 CFM
393 CFM
TOTAL AREA = 3,410 SF 1,363 CFM
TOTAL AREA = 4,115 SF 1,646 CFM
ZONE 10 (INSPECTION ONLY)
FLOOR AREA = 24,244 SF
WALL AREA = 30,739 SF
ROOF AREA = 24,583 SF
ALR
9,697 CFM
12,295 CFM
9,833 CFM
TOTAL AREA = 79,566 SF 31,825 CFM
ZONE 11 (INSPECTION ONLY)
FLOOR AREA = 8,246 SF
WALL AREA = 1,459 SF
ROOF AREA = 510 SF
ALR
3,298 CFM
584 CFM
204 CFM
TOTAL AREA = 2,479 SF 992 CFM
ZONE 12 (INSPECTION ONLY)
FLOOR AREA = 415 SF
WALL AREA = 1,264 SF
ROOF AREA = 415 SF
ALR
166 CFM
506 CFM
166 CFM
TOTAL AREA = 2,094 SF 838 CFM
BUILDING AIR BARRIER SYSTEM:
ROOF:
EXTERIOR WALL:
INTERIOR WALL:
FLOOR:
• PEEL-AND-STICK VAPOR BARRIER OVER 1/2 INCH
THICK GYPSUM THERMAL BOARD.
• MEDIUM DENSITY CLOSED CELL SPRAY
POLYURETHANE FOAM (SPF) INSULATION APPLIED AT
EXTERIOR WALL AND ROOF TRANSITION.
• FLUIID APPLIED MEMBRANE VAPOR/AIR BARRIER
OVER CMU
• PREFABRICATED INSULATED METAL WALL PANEL
SYSTEM ITSELF IS AN AIR BARRIER
• PEEL-AND-STICK VAPOR/AIR BARRIER APPLIED OVER
MATERIAL TRANSITION AND GEOMETRY
• 3 COAT PAINTED CMU FROM FLOOR TO DECK ABOVE
• 3 COAT PAINTED GYPSUM WALL BOARD FROM
FLOOR TO DECK ABOVE
• ELASTOMERIC SPRAY APPLIED ON TOP OF THE
WALL, ROOF/FLOOR DECK CONJUNCTION, AND WALL
PENETRATION
• CONCRETE FLOOR
• VAPOR BARRIER APPLIED ON UNDERSIDE OF
GROUND FLOOR
FOUNDATION WALL:
• DAMP PROOFING OVER CONCRETE STEM WALL
US Army Corps of Engineers ®
SHEET ID
D R
A W
N B
Y
D E
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D B
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S U
B M
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B Y
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C H
E C
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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IC
IT
A
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N N
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L
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A
D A
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M A
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D E
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IP
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P
M
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H
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D
B
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M Y
C O
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IN
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S
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
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M
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B L E
G R
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ID
E L
A F
D R
A W
IN
G
C O
D E
O M
A H
A D
IS
T
R
IC
T C
A P
IT
O
L A
V E
N U
E O
M A
H A
N
E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F
X B
M F
Y
B -2
W
A S
H R
A C
K A
N D
M A
IN
T
E N
A N
C E
H A
N G
A R
W
A S
H R
A C
K
O C
T O
B E
R
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
W F
-2 -R
-0
A
M -0
D E
S
IG
N I S
S U
E D
F O
R P
R
IC
IN
G
O C
T
A-020
O V
E R
A L L G
R O
U N
D F
L O
O R
A
IR
B A
R R
IE
R
P L A
N
T K
IM
J C
O B
L E
R
B C
H A
P M
A N
SCALE: 3/64" = 1'-0"C1
OVERALL GROUND FLOOR AIR BARRIER PLAN
0 16' 32' 48'
PLAN
NORTH
C
D
E
F
18 19 20 21 221716151454321 6 7 8 9 11 12
G1
A-022
G1
A-022
A3
A-023
A3
A-023
ZONE 1
(INSPECTION ONLY) ZONE 11
(INSPECTION ONLY)
G
C D C D
C D C D
C DC DC C
ZONE 10
(INSPECTION ONLY)
C D
C D
H3
A-023
H3
A-023
H
G
G G
10 13
A A
A
A
ZONE 2 LID ZONE 9 LIDZONE 3 LID
A1
A-022
A1
A-022
D D
G13
A-521
G13
A-521
AIR BARRIER SUMMARY
ZONE 1 (INSPECTION ONLY)
FLOOR AREA = 24,244 SF
WALL AREA = 30,739 SF
ROOF AREA = 24,583 SF
ALLOWABLE LEAKAGE RATE (ALR): 0.40 CFM/SF
ALR
9,697 CFM
12,295 CFM
9,833 CFM
TOTAL AREA = 79,566 SF 31,825 CFM
ZONE 10 (INSPECTION ONLY)
FLOOR AREA = 24,244 SF
WALL AREA = 30,739 SF
ROOF AREA = 24,583 SF
ALR
9,697 CFM
12,295 CFM
9,833 CFM
TOTAL AREA = 79,566 SF 31,825 CFM
ZONE 11 (INSPECTION ONLY)
FLOOR AREA = 8,521 SF
WALL AREA = 10,068 SF
ROOF AREA = 8,640 SF
ALR
3,408 CFM
4,027 CFM
3,456 CFM
TOTAL AREA = 27,229 SF 10,891 CFM
1. SEE A-020 FOR BUILDING AIR BARRIER SYSTEM NOTES,
AIR BARRIER LEGEND, AND ADDITIONAL GENERAL NOTES.
GENERAL SHEET NOTES
US Army Corps of Engineers ®
SHEET ID
D R
A W
N B
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D E
S
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D B
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S U
B M
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B Y
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C H
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K E
D B
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D A
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C O
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N O
S O
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N N
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3 5 7 9 11 13 15 17 19
L
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C
A
D A
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M A
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D E
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IP
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2 4 6 8 10 12 14 16 18 20
P
M
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F
D
B
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A R
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C O
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F E
N G
IN
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S
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
B L E
G R
E
ID
E L
A F
D R
A W
IN
G
C O
D E
O M
A H
A D
IS
T
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IC
T C
A P
IT
O
L A
V E
N U
E O
M A
H A
N
E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F
X B
M F
Y
B -2
W
A S
H R
A C
K A
N D
M A
IN
T
E N
A N
C E
H A
N G
A R
W
A S
H R
A C
K
O C
T O
B E
R
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
W F
-2 -R
-0
A
M -0
D E
S
IG
N I S
S U
E D
F O
R P
R
IC
IN
G
O C
T
A-021
O V
E R
A L L S
E C
O N
D F
L O
O R
A
IR
B A
R R
IE
R
P L A
N
T K
IM
J C
O B
L E
R
B C
H A
P M
A N
SCALE: 3/64" = 1'-0"
C1
OVERALL AIR BARRIER PLAN AT 28'-0"
0 16' 32' 48'
PLAN
NORTH
GROUND FLOOR
100' - 0"
B.O. PLATFORM
115' - 6"
T.O. MASONRY
110' - 0"
18 19 20 21 221716151454321 6 7 8 9 11 12
ZONE 1
(INSPECTION ONLY)
ZONE 10
(INSPECTION ONLY)
ZONE 4
ZONE 2
(INSPECTION ONLY)
ZONE 9
(INSPECTION ONLY)
A A
A A
A
B
C D
B
C D
E
F F F F
ZONE 3
(INSPECTION ONLY)
A
F
TYP. AT ALL ROOFS
A A
A
TOP OF TP
127' - 0"
C13
A-573
C13
A-573
K11
A-502
K11
A-502
A1
A-510
A1
A-510
F1
A-503
F1
A-503
OPP
OPP F1
A-503
F1
A-503
ZONE 5
(INSPECTION ONLY)
ZONE 6
(INSPECTION ONLY)
A A
G
G1
A-551
A6
A-503
A11
A-502
A11
A-502
K11
A-502
A6
A-503
H
G1
A-551
G G
F1
A-503
F1
A-503
K6
A-503
ZONE 11
(INSPECTION ONLY)
10 13
ZONE 12
(INSPECTION ONLY)
A
OPP OPP
SIM SIM
1. SEE A-020 FOR BUILDING AIR BARRIER SYSTEM
NOTES, AIR BARRIER LEGEND, AND ADDITIONAL
GENERAL NOTES.
GENERAL SHEET NOTES
GROUND FLOOR
100' - 0"
T.O. MASONRY
110' - 0"
DOOR CLEAR HEIGHT
126' - 8"
A B C D E F
ROOF PEAK
147' - 1 1/2"
ROOF EAVE
137' - 4"
ZONE 1
(INSPECTION ONLY)
A
C D
B
C D
E
TYP. AT ALL ROOFS
A1
A-633
G1
A-573
A1
A-573
A1
A-510
SIM
G1
A-633
SIM
C
J1
A-510
A1
A-575
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
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
B L E
G R
E
ID
E L
A F
D R
A W
IN
G
C O
D E
O M
A H
A D
IS
T
R
IC
T C
A P
IT
O
L A
V E
N U
E O
M A
H A
N
E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F
X B
M F
Y
B -2
W
A S
H R
A C
K A
N D
M A
IN
T
E N
A N
C E
H A
N G
A R
W
A S
H R
A C
K
O C
T O
B E
R
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
W F
-2 -R
-0
A
M -0
D E
S
IG
N I S
S U
E D
F O
R P
R
IC
IN
G
O C
T
A-022
A
IR
B A
R R
IE
R
S E
C T
IO
N
S
T K
IM
J C
O B
L E
R
B C
H A
P M
A N
SCALE: 3/64" = 1'-0"G1
AIR BARRIER BUILDING SECTION
0 16' 32' 48'
SCALE: 3/32" = 1'-0"A1
AIR BARRIER BUILDING SECTION
GROUND FLOOR
100' - 0"
B.O. PLATFORM
115' - 6"
T.O. MASONRY
110' - 0"
A B C D E F
ROOF PEAK
147' - 1 1/2"
TOP OF TP
127' - 0"
A
C
B
C
A
E TYP. AT ALL ROOFS
D
C D
B
D
A1
A-573
A1
A-510
G1
A-573
F11
A-502
H
A1
A-510
F
ZONE 4
ZONE 11
(INSPECTION ONLY)
A10
A-512 C12
A-574
ROOF EAVE
137' - 4"
A11
A-503
OPP
A1
A-503
SIM
GROUND FLOOR
100' - 0"
B.O. PLATFORM
115' - 6"
T.O. MASONRY
110' - 0"
A B C D E F
ROOF PEAK
147' - 1 1/2"
ZONE 3
(INSPECTION ONLY)
ZONE 4
ZONE 1
(INSPECTION ONLY)
A A A
B
C D
B
C D
F F
E
TYP. AT ALL ROOFS
A
A1
A-633
G1
A-573
A1
A-573
F1
A-503
F1
A-503
A1
A-510
F1
A-503
F1
A-503
K11
A-502
A11
A-502 A11
A-502
C16
A-503
F1
A-503
ZONE 7
F
A1
A-503 A1
A-512
ZONE 11
(INSPECTION ONLY)
H
ROOF EAVE
137' - 4"
OPP
1. SEE A-020 FOR BUILDING AIR BARRIER SYSTEM
NOTES, AIR BARRIER LEGEND, AND ADDITIONAL
GENERAL NOTES.
GENERAL SHEET NOTES
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
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
B L E
G R
E
ID
E L
A F
D R
A W
IN
G
C O
D E
O M
A H
A D
IS
T
R
IC
T C
A P
IT
O
L A
V E
N U
E O
M A
H A
N
E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F
X B
M F
Y
B -2
W
A S
H R
A C
K A
N D
M A
IN
T
E N
A N
C E
H A
N G
A R
W
A S
H R
A C
K
O C
T O
B E
R
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
W F
-2 -R
-0
A
M -0
D E
S
IG
N I S
S U
E D
F O
R P
R
IC
IN
G
O C
T
A-023
A
IR
B A
R R
IE
R
S E
C T
IO
N
S
T K
IM
J C
O B
L E
R
B C
H A
P M
A
NSCALE: 3/32" = 1'-0"H3
AIR BARRIER BUILDING SECTION
SCALE: 3/32" = 1'-0"A3
AIR BARRIER BUILDING SECTION
C
D
E
F
18 19 20 21 221716151454321 6 7 8 9 11 12
104 106
109101
120129
110114
CX
C
E/I
E/I E/I
E/I
E/I
E/I
E/IE/I
E/I
E/I
10 13
II
I
E/I
E/I
E/I
E/I
I
CX CX CC
I E/I
I E/I
C
EE
C/I
C/I
C/I
C/I
C
C
IDS AT FLOOR HATCH ABOVE
I
IDS AT FLOOR HATCH ABOVE
I
IDS AT ROOF HATCH ABOVE
I
DOOR REQUIREMENTS
WALL REQUIREMENTS
GENERAL SHEET NOTES
THIS SHEET IS BEST VIEWED IN COLOR
SEE TY-SERIES DRAWINGS FOR SECURE AREA
NOTES AND ADDITIONAL INFORMATION
SEE ELECTRICAL DRAWINGS FOR TYPICAL DUCT,
PIPE, AND CONDUIT GROUNDING FOR SECURE
SPACES
SEE MECHANICAL DRAWINGS FOR PENETRATIONS
THROUGH SECURE SPACES
PROVIDE IDS AT ROOF HATCH AND FLOOR HATCH
ABOVE SOAP ROOM
CONTRACTOR TO COORDINATE TY-SERIES
DRAWINGS, DOOR SCHEDULE, DOOR HARDWARE
SPEC, AND LIFE SAFETY DRAWINGS FOR ALL DOOR
HARDWARE AND SECURITY REQUIREMENTS
1.
2.
3.
4.
5.
6.
EXIT ONLY / IDS
X-10 LOCK / CARD READER / IDS
E/I
CX
50 STC 50 MININUM
IDSI
E EXIT ONLY
CARD READER
CARD READER / IDSC/I
C
STC 50 RATED WALL MINIMUM
LEGEND
SECURE AREA 1 - AMPLIFIED
SOUND / OPEN STORAGE
SECURE AREA 2 - NO OPEN STORAGE
SECURE AREA 3 - NO OPEN STORAGE
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
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
B L E
G R
E
ID
E L
A F
D R
A W
IN
G
C O
D E
O M
A H
A D
IS
T
R
IC
T C
A P
IT
O
L A
V E
N U
E O
M A
H A
N
E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F
X B
M F
Y
B -2
W
A S
H R
A C
K A
N D
M A
IN
T
E N
A N
C E
H A
N G
A R
W
A S
H R
A C
K
O C
T O
B E
R
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
W F
-2 -R
-0
A
M -0
D E
S
IG
N I S
S U
E D
F O
R P
R
IC
IN
G
O C
T
A-030
S E
C U
R
IT
Y P
L A
N
T K
IM
J C
O B
L E
R
B C
H A
P M
A N
SCALE: 3/64" = 1'-0"
C1
OVERALL GROUND FLOOR SECURITY PLAN
PLAN
NORTH
KEY PLAN
CA B
ROOM SCHEDULE
NUMBER ROOM NAME
117 NURSING
118 MULTI-PURPOSE
119 OPEN OFFICE
120 CORRIDOR
121 COMM
122 SECURE VEST
123 SECURE OFFICE
124 STORAGE
125 NOT USED
126 MENS
127 MENS SHOWER
128 WASH BAY EQUIP
129 JAN
130 MECHANICAL PLATFORM
131 MECHANICAL PLATFORM
ROOM SCHEDULE
NUMBER ROOM NAME
101 HANGAR BAY 1
102 SOAP
103 PUMP/FOAM
104 ELEC
105 ENTRY VESTIBULE
106 MECH / AHU
107 BOILER
108 SOAP
109 HANGAR BAY 2
110 VEST 2
111 FLIGHT LINE VESTIBULE
112 STORAGE
113 CORRIDOR
114 VEST 1
115 WOMENS
116 WOMENS SHOWER
0 16' 32' 48'
A-201
E1
A-201
A1
A-201
K1
A-201
A10
A
B
C
D
E
F
2'
2'
18 19 20 21 221716151454321 6 7 8
2' - 8"29' - 4"29' - 4"29' - 4"30' - 0"29' - 4"29' - 4"29' - 4"26' - 4"
3"7' - 10"
21' - 2"7' - 10"
3' - 11"
22' - 8"29' - 4"29' - 4"29' - 4"30' - 0"29' - 4"29' - 4"29' - 4"2' - 8"
4'
507' - 4"
5' - 4"
200' - 8" CLEAR DOOR OPENING 95' - 4" 200' - 8" CLEAR DOOR OPENING 5' - 4"
H1
A-302
H1
A-302
H1
A-303
H1
A-303
11 12
AREA A AREA B AREA B AREA C
AREA A AREA B AREA B AREA C
L1
A-301
L1
A-301
G1
A-301
G1
A-301
A1
A-301
A1
A-301
A1
A-303
A1
A-303
A1
A-302
A1
A-302
1.8 1.8 1.6
1.61.6
9' - 8" 8' - 0"
1.13
1.13
104 106
118 119
109101
120129
110114
1.141.14
1.13
1.13
1.19
10 13
1.19 1.19
1.8 1.8
GENERAL SHEET NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND,
AND ABBREVIATIONS REFER TO SHEET AG001 & AG002.
REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL
LOCATIONS.
FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION
REFER TO PARTITION TYPES SHEET A-501 THRU A-503.
FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT
ILLUSTRATED, REFER TO LARGER SCALE DRAWINGS.
REFERENCE THE REFLECTED CEILING PLANS FOR CEILING
HEIGHTS.
ALL DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CMU
WALL, AND FINISH FACE OF GYPSUM BOARD WALL, UNLESS
NOTED OTHERWISE.
THE FIRST FLOOR 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 TO SUPPORT ELEMENT ATTACHMENT.
TYPICAL DOOR JAMB LOCATION IS 0'-4" FROM ADJACENT
FINISHED WALL UNLESS DIMENSIONED OTHERWISE. REFER
SHEET AG003 FOR ACCESSIBLE DOOR CLEARANCES.
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
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
B L E
G R
E
ID
E L
A F
D R
A W
IN
G
C O
D E
O M
A H
A D
IS
T
R
IC
T C
A P
IT
O
L A
V E
N U
E O
M A
H A
N
E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F
X B
M F
Y
B -2
W
A S
H R
A C
K A
N D
M A
IN
T
E N
A N
C E
H A
N G
A R
W
A S
H R
A C
K
O C
T O
B E
R
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
W F
-2 -R
-0
A
M -0
D E
S
IG
N I S
S U
E D
F O
R P
R
IC
IN
G
O C
T
A-110
O V
E R
A L L G
R O
U N
D F
L O
O R
P L A
N
T K
IM
J C
O B
L E
R
B C
H A
P M
A N
0 16' 32' 48'
SCALE: 3/64" = 1'-0"
B1
OVERALL GROUND FLOOR PLAN
ROOM SCHEDULE
NUMBER ROOM NAME
117 NURSING
118 MULTI-PURPOSE
119 OPEN OFFICE
120 CORRIDOR
121 COMM
122 SECURE VEST
123 SECURE OFFICE
124 STORAGE
125 NOT USED
126 MENS
127 MENS SHOWER
128 WASH BAY EQUIP
129 JAN
130 MECHANICAL PLATFORM
131 MECHANICAL PLATFORM
ROOM SCHEDULE
NUMBER ROOM NAME
101 HANGAR BAY 1
102 SOAP
103 PUMP/FOAM
104 ELEC
105 ENTRY VESTIBULE
106 MECH / AHU
107 BOILER
108 SOAP
109 HANGAR BAY 2
110 VEST 2
111 FLIGHT LINE VESTIBULE
112 STORAGE
113 CORRIDOR
114 VEST 1
115 WOMENS
116 WOMENS SHOWER
SHEET KEYNOTES
1.6 ROOF OVERHANG ABOVE
1.8 CANOPY ABOVE
1.13 DRAFT CURTAIN ABOVE
1.14 FALL PROTECTION RAILING ABOVE
1.19 MEP EQUIPMENT (RE: MECHANICAL
AND ELECTRICAL)
PLAN
NORTH
KEY PLAN
x
C
D
E
F
54321 6 7
AREA A AREA B
AREA A AREA B
29' - 4" 29' - 4" 29' - 4" 30' - 0" 29' - 4" 29' - 4"
1' - 4" 21' - 8"
2'
6'
HANGAR BAY 1
1'
3'
2'
1' - 4"
EQ 3' - 4" EQ
EQ. 3' - 4" EQ.
3' - 4" 5' - 8"
16' - 0"
3'
1.12
1.12 1.8
1.15
M1CB
101C
101B
101A
101G
101F
101E
A10
A-310
A10
A-312
1.6
1.11
99' - 6 1/4"
1.10
2' - 8"
2'
2' - 8" 2' - 8"
1/
/ 1
2"
99' - 6 1/4"
100' - 0"
1.13
99' - 6 3/4"
9' - 8"
9' - 8"
1.7
1.7
K1
A-630
99' - 6 1/4"
L1
A-521
G1
A-521
ABOVE
A1
A-314
2'
/2
A6
A-310
1.10
1.10
1.20 TYP
TYP
1.13
101D
A1
A-623
SIM
UP
A15
A-310
SIM
1.19 1.38
1.29
S
LO
P E
1.18
G13
A-521 A13
A-521
ABOVE
M1CA
M1CA
1.36
1.38
1.7
GENERAL SHEET NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND,
AND ABBREVIATIONS REFER TO SHEET AG001 & AG002.
REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL
LOCATIONS.
FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION
REFER TO PARTITION TYPES SHEET A-501 THRU A-503.
FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT
ILLUSTRATED, REFER TO LARGER SCALE DRAWINGS.
REFERENCE THE REFLECTED CEILING PLANS FOR CEILING
HEIGHTS.
ALL DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CMU
WALL, AND FINISH FACE OF GYPSUM BOARD WALL, UNLESS
NOTED OTHERWISE.
THE FIRST FLOOR 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 TO SUPPORT ELEMENT ATTACHMENT.
TYPICAL DOOR JAMB LOCATION IS 0'-4" FROM ADJACENT
FINISHED WALL UNLESS DIMENSIONED OTHERWISE. REFER
SHEET AG003 FOR ACCESSIBLE DOOR CLEARANCES.
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
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
B L E
G R
E
ID
E L
A F
D R
A W
IN
G
C O
D E
O M
A H
A D
IS
T
R
IC
T C
A P
IT
O
L A
V E
N U
E O
M A
H A
N
E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F
X B
M F
Y
B -2
W
A S
H R
A C
K A
N D
M A
IN
T
E N
A N
C E
H A
N G
A R
W
A S
H R
A C
K
O C
T O
B E
R
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
W F
-2 -R
-0
A
M -0
D E
S
IG
N I S
S U
E D
F O
R P
R
IC
IN
G
O C
T
A-111
G R
O U
N D
F L O
O R
P L A
N
A R
E A
A
T K
IM
J C
O B
L E
R
B C
H A
P M
A N
SCALE: 1/8" = 1'-0"
A1
GROUND FLOOR PLAN - AREA A
0 4' 8' 16'
SHEET KEYNOTES
1.6 ROOF OVERHANG ABOVE
1.7 STRUCTURAL STEEL FRAMING (PAINTED), TYPICAL (RE:
STRUCTURAL)
1.8 CANOPY ABOVE
1.10 EYE WASH STATION (RE: MECHANICAL)
1.11 FLOOR TRENCH DRAIN (RE: STRUCTURAL AND MECHANICAL)
1.12 BOLLARD - RE: A1 / A-521 OR A7 / A-521
1.13 DRAFT CURTAIN ABOVE
1.15 HANGAR DOOR WITH INSULATED METAL PANEL
1.18 MEP EQUIPMENT (RE: MECHANICAL AND ELECTRICAL)
1.19 MEP EQUIPMENT (RE: MECHANICAL AND ELECTRICAL)
1.20 DOWNSPOUT / SPLASH BLOCK RE:CIVIL
1.29 SHIPS LADDER
1.36 DOOR CONTROL PANEL (RE: ELECTRICAL)
1.38 FIRE EXTINGUISHER
PLAN
NORTH
KEY PLAN
C
D
E
F
1615147 8 9
A1
A-313
11 12
AREA A AREA B AREA B AREA C
AREA A AREA B AREA B AREA C
9' - 8" 29' - 4" 22' - 8" 3' - 11" 7' - 10" 21' - 2" 7' - 10" 3" 26' - 4" 29' - 4"
COMM
ELEC
MECH / AHU
106PUMP/FOAM
BOILER
MENS
WASH BAY EQUIP
MULTI-PURPOSE
OPEN OFFICE
SOAP
SECURE OFFICE
SOAP
STORAGE
HANGAR BAY 2
HANGAR BAY 1
CORRIDOR
JAN
VEST 2
110VEST 1
FLIGHT LINE
VESTIBULE
ENTRY VESTIBULE
SECURE VEST
WOMENS
NURSING
STORAGE
26' - 8"
A7
A-311
114A 110A114B 110B
111B
111A
124A
119A
121A 102C
108C
128B
128A
128C
109A 101E
118A
123A
101H
109H
112B
112A
122A
1' - 4" 20' - 8"
1' - 4"
3'
0"
10' - 0"
8"
18' - 0"
6'
1'
M5CA
M5CA
M5CA
M1CA
S2CA
M1CA
M1CD
M1CA
M1CD
M1CB
M1CB
M1CB
M1CA
M1CA M1CA
M1DB M5CA
M1CD
M1CD
M1CA
M1CB
S1CA
M1CA
M1CA
S1AB
M1CA
M1DB
S1CA
M1CA
M1CD
M1CD
S1CA
M1CB
S2CA
8' - 8" 6' - 3" 6' - 9 3/8" 11"
1' - 4" 29' - 4"
1' - 4"
9'
6'
7' - 7"
5'
8'
0"
11' - 4 3/8" 13' - 4" 5' - 4" 3' - 4" 6'
9'
8'
11' - 0" 3' - 3"
1' - 4" 9' - 6" 9' - 0" 1' - 4"
1'
1'
1.12 1.12
1.12
1.20
3'
0"
1' - 4"
1' - 4"
102A
102B 103A 104A 105A
6'
2'
A15
A-310
A1
A-310
A1
A-311
A1
A-312
1.6 1.6
1.30
99' - 6 1/4"
1.8
99' - 6 1/4"
E1
A-421
A1
A-422
2' - 8" 1.2
1.2
2' - 8"
1.7
A1
A-401
1.27
1.27
3' - 4"
M5CA
S2CA
M1CB
11' - 0" 1' - 4"
1.12
1.12
MENS SHOWER
WOMENS SHOWER
99' - 6 1/4"
1/
/ 1
2"
1.13
1/
/ 1
2"
99' - 6 1/4"
1.13
8' - 0"
M5CA
115A
129A
117A
EQ EQ
12' - 4" 2' - 7" 3' - 6"
1' - 9" 10"
4' - 11"
2' - 7"2' - 11"
9' - 8" 8' - 0"
1'
120A
1.11 1.11
1.10
1.151.15
1.28 1.28
1.301.30
1.30
10' - 0"
1.16 126A
126B
A1
A-403
K1
A-630
A5
A-312
L8
A-402
10 13
1.27
99' - 6 1/4" 99' - 6 1/4"
6' - 8"
10' - 0" 9' - 4" 4' - 8"
4' - 5"
3' - 8"
1' - 4" 12' - 8" 10' - 0"
6' - 4"
S1AC
1:20
1:
1:
1:20
A1
A-314
12' - 1"
A13
A-311
1:
20 1:
100' - 0"
100' - 0"
100' - 0"
105B
106A 107A
108A 108B
M5CA
A8
A-313
1.11
A16
A-313
1.3
116A
3' - 7"
M1DB
M5CA
3' - 7"
127A
M1CA
C13
A-411
C13
A-411
OPP
ABOVE
ABOVE
A8
A-314
1.10
G13
A-521
A13
A-521
ABOVE
1.29
UP
G13
A-521
A13
A-521
100' - 0"
100' - 0"
1.10
1.12 TYP
1.8
M1CA
M1CA
1.10
1.29
26' - 8" 3' - 4"
UP
OPP
ABOVE
OPP
1.18
1.34
1.34
1.10
E1
A-402
E8
A-402
A1
A-420
1.38
F1
A-420
K14
A-41299' - 10"
1.301.30
100' - 0" 100' - 0"
1.301.30
99' - 10"
M1CA
S2CA
M1CA
M1CD
S1ABS1AB
S1AB
M1CA
M1CA
M1DA
M1CA
100' - 0"
100' - 0"
1.12
M1CB
1.38
S2CA
M1CA
GENERAL SHEET NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND,
AND ABBREVIATIONS REFER TO SHEET AG001 & AG002.
REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL
LOCATIONS.
FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION
REFER TO PARTITION TYPES SHEET A-501 THRU A-503.
FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT
ILLUSTRATED, REFER TO LARGER SCALE DRAWINGS.
REFERENCE THE REFLECTED CEILING PLANS FOR CEILING
HEIGHTS.
ALL DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CMU
WALL, AND FINISH FACE OF GYPSUM BOARD WALL, UNLESS
NO…
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