AM04 DRAWINGS.pdf
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- Solicitation number
- W9127820R0104
About this file
This solicitation is for the construction of a new 105,041 square-foot maintenance hangar, aircraft maintenance unit with shops, and weapons shop at Hurlburt Field, Florida. Supporting facilities include utilities, pavements, site improvements, communications, and demolition of seven existing buildings. Special site conditions require excavation, fill, stabilization and realignment of existing utilities/communications. Airfield pavements are required to provide access to the hangar. The work includes a reinforced concrete foundation and floor slab, steel structure, masonry walls and standing seam metal roof, environmental control, fire detection and protection, and mass notification system. The solicitation number is W9127820R0104 and was issued by the Department of the Army Corps of Engineers Engineering District Mobile.
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Other files
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| AM05 DRAWINGS.pdf | ||
| AM05.pdf | ||
| AM04.pdf | ||
| AM03.pdf | ||
| Minutes-Pre-Bid site visit.pdf | ||
| Minutes-Pre-Bid demo site visit.pdf | ||
| AM03 DRAWINGS.pdf | ||
| AM02.pdf | ||
| APPENDIX F- As Builts of Demo Buildings- 1 of 3.zip | ZIP file | |
| APPENDIX F- As Builts of Demo Buildings- 2 of 3.zip | ZIP file | |
| APPENDIX F- As Builts of Demo Buildings- 3 of 3.zip | ZIP file | |
| AM01 Drawings.pdf | ||
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| RTA DRAWINGS VOL 2.pdf | ||
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| RTA DRAWINGS VOL 1.pdf | ||
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| EM 385-1-1.pdf | ||
| RTA DRAWINGS VOL 3.pdf |
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Text version
US Army Corps of Engineers
MOBILE DISTRICT
109 SAINT JOSEPH STREET
MOBILE AL 36602
FTEV153009 SOF AMU &
WEAPONS HANGAR FACILITY
HURLBURT FIELD, FLORIDA
OKALOOSA COUNTY
AUGUST 2020
MOBILE DISTRICT PROJECT CODE: MEF20004
SOLICITATION NUMBER: W9127820R0104
AMENDMENT NO. 0004
1. GENERAL:
A. THESE NOTES, AND OTHER DRAWING NOTES CONTAINED WITHIN, ARE PROVIDED TO MEET
SPECIFIC REQUIREMENTS AND TO SUPPLEMENT THE CONTRACT SPECIFICATIONS. THESE NOTES
NEITHER REPLACE NOR OVERRIDE THE PROVISIONS AND REQUIREMENTS OF THE CONTRACT
SPECIFICATIONS.
B. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK WITH WORK SHOWN ON ALL OTHER
DRAWINGS.
C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION AND REPORT ANY
DISCREPANCIES FROM THE CONTRACT DRAWINGS TO THE CONTRACTING OFFICER'S
REPRESENTATIVE PRIOR TO COMMENCING WITH WORK. SCALING OF WORKING DIMENSIONS
FROM THE STRUCTURAL DRAWINGS IS PROHIBITED.
D. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION
INCLUDING, BUT NOT LIMITED TO, SHORING AND TEMPORARY BRACING. CONTRACTOR SHALL
UNDERTAKE ALL NECESSARY MEASURES TO ENSURE SAFETY OF ALL PERSONS AND
STRUCTURES AT THE SITE AND ADJACENT TO THE SITE. VISITS TO THE SITE BY THE
CONTRACTING OFFICER'S REPRESENTATIVE SHALL NOT RELIEVE THE CONTRACTOR OF SUCH
RESPONSIBILITY.
E. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE CONTRACT DRAWINGS
OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR
SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR, WITH THE APPROVAL OF THE
CONTRACTING OFFICER'S REPRESENTATIVE. WHERE SECTIONS VARY, CONTRACTOR SHALL
PROVIDE FOR SMOOTH TRANSITIONS BETWEEN THEM, UNLESS NOTED OTHERWISE.
F. ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' WRITTEN
INSTRUCTIONS AND RECOMMENDATIONS, UNLESS NOTED OTHERWISE.
G. ELEVATION 100' - 0" CORRESPONDS TO NAVD 88 ELEVATION 36.67'.
2. DESIGN STANDARDS
A. PRINCIPAL CODE OF RECORD: INTERNATIONAL BUILDING CODE 2015, AS MODIFIED BY THE
FOLLOWING CRITERIA: UNITED FACILITIES CRITERIA: 1-200-01, 3-301-01, 3-310-04, 4-0101-01, 4-211-01.
B. ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2010.
C. ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2014.
D. ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, 2013.
E. AISC 325, STEEL CONSTRUCTION MANUAL, 14th EDITION, 2011.
F. AISC 360-10, SPECIFICATION FOR STRUCTURAL STEEL BUIDLINGS, 14th EDITION, 2010.
G. AISI COLD-FORMED STEEL DESIGN MANUAL, 2013.
5. GEOTECHNICAL INFORMATION
A. SOURCE: TERRACON CONSULTANTS, INC. PENSACOLA, FL (JULY 17, 2019)
B. SITE PREPARATION
1. EXCAVATION, FILL, AND BACKFILL SHALL BE IN ACCORDANCE WITH THE CONTRACT
DRAWINGS AND SPECIFICATIONS, DIVISION 31.
2. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER WHEN LOOSE OR SOFT SOILS
ARE EXPOSED WHERE SLABS, MATS, OR FOOTINGS ARE TO BE PLACED SO THAT A
DETERMINATION MAY BE MADE REGARDING IMPROVEMENT OF THIS POTENTIALLY
UNDESIRABLE CONDITION.
C. SOIL CHARACTERISTICS
1. UNIT WEIGHT: 100 PCF
2. WATER TABLE DEPTH: ~9FT BELOW FINISH FLOOR
D. SLAB, MAT, AND FOOTING DESIGN PARAMETERS
1. MODULUS OF SUBGRADE REACTION: 150 PCI.
2. ALLOWABLE BEARING CAPACITIES
a. GRAVITY LOADS: 3000 PSF.
b. TRANSIENT LOADS: 4000 PSF.
3. CONCRETE-SOIL COEFFICIENT OF FRICTION: 0.35.
4. MINIMUM STABILITY FACTORS OF SAFETY (0.6DL+0.6WL)
a. OVERTURNING: 1.0.
b. UPLIFT: 1.0.
c. SLIDING: 1.0.
3. SPECIAL INSPECTIONS
A. STATEMENT OF SPECIAL INSPECTIONS
1. SEE SPECIFICATION 01 45 35
4. DESIGN LOADS
A. RISK CATEGORY: III (HANGAR), II (ADMIN/SHOP).
B. LIVE LOADS:
1. FLOOR LIVE LOAD:
a. 100 PSF (ADMIN = 6IN SLAB)
b. 250 PSF (SHOP = 8IN SLAB, SNC BAY/HANGAR = 15IN SLAB).
2. ROOF LIVE LOAD: 20 PSF NONREDUCIBLE, CONCENTRATED LOAD OF 1000 POUNDS
(CONCURRENT WITH UNIFORM LIVE LOAD).
C. COLLATERAL LOADS: 10 PSF, 25 PSF PUMP/FOAM ROOM, 25 PSF MECHANICAL EQUIPMENT
D. EQUIPMENT LOADS
1. AS INDICATED FOR EQUIPMENT WEIGHING IN EXCESS OF 1000 LBS. FRAMING AND
FOUNDATIONS ARE DESIGNED FOR EQUIPMENT WHICH SATISFIES THE CONTRACT
SPECIFICATIONS.
2. IF EQUIPMENT FURNISHED IS HEAVIER THAN THE WEIGHTS INDICATED, OR REQUIRES
STRUCTURAL CHANGES FOR ANY OTHER REASON, CONTRACTOR SHALL PROVIDE
ENGINEERING DESIGN CALCULATIONS AND ADDITIONAL STRUCTURAL WORK NECESSARY TO
SUPPORT ALL LOADS IN ACCORDANCE WITH THE DESIGN STANDARDS SPECIFIED ABOVE, AT
NO ADDITIONAL COST TO THE OWNER AND WITH NO INCREASE IN CONTRACT TIME.
E. WHEEL LOADS
1. HANGAR
a. AC130J AIRCRAFT WHEEL AND JACK LOADS
b. GROVE YB5515 ENGINE CRANE
c. MHU-83 AMMUNITION LOADER
d. MODEL MB-2 TOW TRACTOR
e. K LOADER
2. SHOP (8IN SLAB)
a. 3 TON FORKLIFT
3. SNC BAY (15IN SLAB)
a. K LOADER
F. MONORAIL CRANE LOADS
1. 7 TON AT HANGAR BAY
2. 3 TON AT GUN MAINTENANCE SHOP
G. SNOW LOAD
1. GROUND SNOW LOAD: 0 PSF.
H. WIND LOAD
1. ULTIMATE DESIGN WIND SPEED: 157 MPH (HANGAR), 145 MPH (ADMIN/SHOP) 3-SECOND GUST.
2. NOMINAL DESIGN WIND SPEED: 122 MPH (HANGAR), 112 MPH (ADMIN/SHOP) 3-SECOND GUST.
3. EXPOSURE CATEGORY: C.
4. BUILDING CONDITION:
a. HANGAR & SNC BAY: PARTIALLY ENCLOSED.
b. ADMIN/SHOP: ENCLOSED
5. DESIGN PRESSURES FOR COMPONENTS AND CLADDING ARE INDICATED ON
DRAWING S-004 - S-007.
6. HANGAR DOORS SHALL BE CLOSED AT 60 MPH.
J. SEISMIC LOAD
1. MAXIMUM CONSIDERED EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS Ss = 0.080, S1 = 0.05.
2. DESIGN EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS Sds = 0.085, Sd1 = 0.08.
3. RISK CATEGORY: III (HANGAR), II (ADMIN/SHOP).
4. SITE CLASS: D.
5. SEISMIC DESIGN CATEGORY: B.
6. BASIC SEISMIC FORCE RESISTING SYSTEM: STEEL SYSTEMS NOT SPECIFICALLY DETAILED
FOR SEISMIC RESISTANCE (HANGAR), ORDINARY REINFORCED MASONRY SHEAR WALLS
(ADMIN/SHOP).
7. RESPONSE MODIFICATION COEFFICIENT: R = 3 (HANGAR), R = 2 (ADMIN/SHOP).
8. SEISMIC RESPONSE COEFFICIENT: Cs = 0.0356 (HANGAR), Cs = 0.0427 (ADMIN/SHOP)
9. DESIGN BASE SHEAR:
105 KIPS (HANGAR), 707 KIPS (ADMIN/SHOP).
10. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE.
K. FALL PROTECTION SYSTEM
1. CAPACITY: 3 USERS AT EACH FIXED ANCHOR POSITION (3 x 13 = 39 TOTAL).
2. SEE SPECIFICATION SECTION 11 01 50.
L. THERMAL DESIGN TEMPERATURE CHANGE: 28 DEGREES F (HANGAR), 16 DEGREES F (ADMIN/SHOP)
6. MATERIALS: SEE THE CONTRACT SPECIFICATIONS FOR COMPLETE REQUIREMENTS AND COMPLY
WITH ALL APPLICABLE OSHA REGULATIONS
A. REINFORCED CONCRETE:
1. REINFORCED CONCRETE SHALL BE PREPARED AND PLACED IN ACCORDANCE WITH ACI
MANUAL OF CONCRETE PRACTICE.
2. CONCRETE
a. UNLESS NOTED OTHERWISE: MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 4000 PSI, NORMAL WEIGHT.
b. FOUNDATIONS: MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 4000 PSI, NORMAL WEIGHT.
c. SLABS ON GRADE: MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 5000 PSI, NORMAL WEIGHT, WITH A MINIMUM 28-DAY FLEXURAL STRENGTH OF 650 PSI.
d. INTERIOR SLABS WITH TROWEL FINISH SHALL NOT HAVE AIR ENTRAINMENT.
e. HANGAR SLAB CONCRETE SHALL COMPLY WITH SPECIFICATION 32 13 14.13.
3. FORMWORK
a. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, ENGINEERING, STRUCTURAL
ADEQUACY, AND CONSTRUCTION OF ALL CONCRETE FORMWORK IN ACCORDANCE
WITH THE CONTRACT SPECIFICATIONS.
b. COORDINATE ALL CONCRETE WORK WITH THE PLACEMENT OF PIPING, INSERTS, FLOOR DRAINS, AND OTHER EMBEDDED ITEMS INDICATED ON THE CONTRACT
DRAWINGS OR IN THE CONTRACT SPECIFICATIONS.
c. ALL NEW OR EXISTING PIPING OR UTILITIES PASSING THROUGH NEW CONCRETE
SHALL BE SLEEVED 1/2" CLEAR ALL AROUND, UNLESS NOTED OTHERWISE. SEE
OTHER DISCIPLINE DRAWINGS FOR SLEEVE DETAILS. CONTRACTOR SHALL PROVIDE
MEASURES TO ENSURE THAT SLEEVES REMAIN FREE OF DEBRIS AND WATER
DURING CONSTRUCTION.
d. PROVIDE 3/4" CHAMFER STRIPS ON ALL EDGES OF EXPOSED CONCRETE, UNLESS
NOTED OTHERWISE.
e. COLUMN AND WALL FOOTINGS SHALL NOT BE EARTH-FORMED.
f. FOUNDATION STEMWALLS EXPOSED ABOVE SLAB/GRADE SHALL MEET SF-3.0 FINISH.
4. REINFORCING STEEL
a. BARS: ASTM A615 GRADE 60/ASTM A706 GRADE 60.
b. ALL CONCRETE SHALL BE REINFORCED UNLESS SPECIFICALLY MARKED "NOT
REINFORCED" OR "UNREINFORCED".
c. CONTRACTOR SHALL DETAIL AND PLACE ALL REINFORCEMENT IN ACCORDANCE
WITH ACI SP-66, ACI 301, ACI 318, AND CRSI MANUAL OF STANDARD PRACTICE.
d. MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT SHALL BE AS
FOLLOWS, UNLESS NOTED OTHERWISE:
(1) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3".
(2) CONCRETE EXPOSED TO EARTH OR WEATHER: 3".
(3) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:
SLABS AND WALLS - 1"; BEAMS AND COLUMNS, PRIMARY REINFORCEMENT,
TIES, STIRRUPS, SPIRALS - 2".
e. SEE STANDARD CONCRETE DETAILS FOR DEVELOPMENT AND SPLICE LENGTH.
f. PROVIDE ADDITIONAL REINFORCEMENT AT ALL OPENINGS AND CORNER BARS AT ALL
INTERSECTING GRADE BEAMS, WALLS, AND CURBS IN ACCORDANCE WITH THE
STANDARD DETAILS,UNLESS NOTED OTHERWISE.
5. JOINTS
a. LOCATE ALL CONSTRUCTION, CONTRACTION, ISOLATION, EXPANSION, AND OTHER
JOINTS AS INDICATED OR SPECIFIED, OR OTHERWISE APPROVED BY THE
CONTRACTING OFFICER'S REPRESENTATIVE.
b. SURFACES OF ALL HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS SHALL BE
CLEANED OF LAITANCE AND SHALL EXPOSE CLEAN COARSE AGGREGATE SOLIDLY
EMBEDDED IN MORTAR MIX. JUST PRIOR TO DEPOSITING CONCRETE, SURFACE OF
CONSTRUCTION JOINT SHALL BE THOROUGHLY CLEANED AND WETTED.
c. THESE PROVISIONS SHALL ALSO APPLY WHEN NEW CONCRETE IS PLACED AGAINST
EXISTING CONCRETE. IN ADDITION, EXISTING CONCRETE SURFACE SHALL BE
ADEQUATELY PREPARED BY APPLICATION OF A BONDING AGENT.
d. PROVIDE WATERSTOPS AT CONCRETE JOINTS WHERE INDICATED ON THE
CONTRACT DRAWINGS. ALL WATERSTOPS SHALL BE JET FUEL RESISTANT TYPE,
UNLESS NOTED OTHERWISE.
B. REINFORCED MASONRY
1. GENERAL
a. ENGINEERED MASONRY IS DESIGNED IN ACCORDANCE WITH "BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES" ACI 530/ ASCE 5/ TMS 402, 2013.
b. UNITS: ASTM C90, MEDIUM WEIGHT EXCEPT OVEN-DRY WEIGHT SHALL NOT BE LESS
THAN 105 PCF. COMPRESSIVE STRENGTH = 2000 PSI MINIMUM.
c. MORTAR: ASTM C270 TYPE S, PROPORTION METHOD ASSEMBLY/PRISM MINIMUM COMPRESSIVE STRENGTH, f'm = 2000 PSI
d. GROUT: ASTM C476, MINIMUM COMPRESSIVE STRENGTH = 2000 PSI, SLUMP = 8" TO 11".
e. REINFORCING STEEL BARS: ASTM 615 GRADE 60/ASTM A706 GRADE 60.
1. GENERAL: (CONTINUED)
f. FULLY GROUT ALL CELLS. PROVIDE MASONRY UNITS WITH MINIMUM SPACE IN CELLS
TO RECIEVE GROUT OF 3"X3" AND ALIGN THESE CELLS TO PROVIDE UNOBSTRUCTED
OPENINGS.
g. CONSOLIDATE GROUT IN ASSEMBLED WALLS BY MECHANICAL VIBRATION AT THE
TIME OF PLACEMENT. RECONSOLIDATE GROUT BY MECHANICAL VIBRATION AFTER
INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED.
h. PLACE GROUT WITHIN 1 1/2 HOURS AFTER ADDING MIX-DESIGNED WATER AND PRIOR
TO INITIAL SET. GROUT CONTINUOUSLY BETWEEN CONTROL JOINTS USING POUR
HEIGHTS NOT EXCEEDING 12 FT AND LIFTS NOT EXCEEDING 5 FT, WITH NO
INTERRUPTIONS EXCEEDING 1 HOUR.
j. USE FULL CONTACT LAP SPLICES FOR REINFORCING STEEL IN CMU
WALLS AS FOLLOWS:
#4 BARS: MINIMUM 25 INCHES
#5 BARS: MINIMUM 40 INCHES
#6 BARS: MINIMUM 54 INCHES
k. THREADED MECHANICAL COUPLERS SHALL BE USED IN LIEU OF FULL CONTACT LAP
SPLICES WHERE 2 REINFORCING BARS ARE REQUIRED IN ONE CMU CELL AND AT WALL
INTERSECTIONS.
l. MINIMUM CLEAR DISTANCE TO ANY FACE OF MASONRY UNIT OR FORMED SURFACE: 1/2".
m. USE RUNNING BOND PATTERN, UNLESS INDICATED OTHERWISE.
n. PROVIDE LATERAL SUPPORT AT THE TOP OF WALLS, UNLESS INDICATED OTHERWISE.
o. FULL MORTAR BEDDING SHALL BE EMPLOYED WHEN CONSTRUCTING PARTIALLY
GROUTED MASONRY WALLS.
p. ARCHITECTURAL COMPONENTS SUCH AS SEALANT, FLASHING, ETC, ARE NOT
ILLUSTRATED IN DETAILS. SEE ARCHITECTURAL DRAWINGS FOR THESE COMPONENTS.
q. SEE SPECIFICATION SECTION 01 45 35 FOR MASONRY SPECIAL INSPECTION
REQUIRMENTS.
r. SEE ARCHITECTURAL DRAWINGS FOR BRICK EXPANSION JOINT LOCATIONS IF
APPLICABLE FOR PROJECT.
s. MASONRY UNITS SHALL NOT BE FIELD MODIFIED UNLESS INTENDED TO BE MODIFIED.
t. U SHAPED BOND BEAMS SHALL BE USED AT WALL OPENING HEAD LOCATIONS.
u. KNOCK OUT BOND BEAMS SHALL BE USED AT WALL BOND BEAM LOCATIONS.
v. OPEN END MASONRY UNITS MAY BE USED TO FACILITATE WALL CONSTRUCTION.
w. DOUBLE OPEN END UNITS MAY BE USED WHEN WALL IS SOLID GROUTED.
x. CONTRACTOR RESPONSIBLE FOR ALL TEMPORARY WALL BRACING DURING
CONSTRUCTION.
2. VERTICAL REINFORCING
a. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING:
(1) EXTERIOR NON STRUCTURAL 8" CMU = 10FT TALL: (1) #6 @ 40" OC
(2) EXTERIOR NON STRUCTURAL 8" CMU > 10FT TALL: (2) #5 @ 8" OC
(3) INTERIOR NON STRUCTURAL 8"/12" CMU: (1) #6 @ 24" OC
(4) EXTERIOR STRUCTURAL 12" CMU: (1) #6 @ 24" OC
(5) INTERIOR STRUCTURAL 12" CMU: (1) #6 @ 24" OC
(6) INTERIOR STRUCTURAL 8" CMU: (1) #6 @ 40" OC
(7) ALL STRUCTURAL 12" CMU AT SNC BAY: (2) #6 @ 8" OC
b. PROVIDE ADDITIONAL VERTICAL REINFORCEMENT AT EACH SIDE OF CONTROL JOINTS
AND AT INTERSECTION OF WALLS. PROVIDE ADDITIONAL VERTICAL REINFORCMENT AT
EACH SIDE OF ALL MASONRY OPENINGS GREATER THAN 10" IN WIDTH, SEE TYPICAL
MASONRY JAMB DETAILS. ADDED VERTICAL REINFORCEMENT SHALL BE CONTINUOUS
FOR THE FULL HEIGHT OF WALL UNO. SEE ADD BAR DETAIL.
c. PROVIDE FOUNDATION DOWEL SAME SIZE AND LOCATION AS VERTICAL BARS IN THE
WALL ABOVE. DOWELS SHALL BE LOCATED AT EACH VERTICAL WALL REINFORCEMENT.
DOWELS SHALL BE CAST A MINIMUM OF 2" GREATER THAN REQUIRED LAP SPLICE.
AT THICKENED SLABS, EXTEND DOWELS TO WITHIN 2" OF THE BOTTOM OF SLAB AND
PROVIDE A STANDARD 90° HOOK.
d. EXTEND ALL VERTICAL BARS FROM THE BOTTOM COURSE THROUGH THE TOP MOST
BOND BEAM.
3. HORIZONTAL REINFORCING
a. CONSTRUCT BOND BEAMS USING (2) - #5 HORIZONTAL UNO (12" CMU), AND (2) - #4
HORIZONTAL (8" CMU).
b. PROVIDE BOND BEAMS AT 2' - 0" MAX VERTICAL SPACING WHERE NOT INDICATED
ON DRAWING, OR AT OTHER ELEVATIONS AS INDICATED.
c. PROVIDE BOND BEAM AT THE BOTTOM-MOST COURSE AND PROVIDE 2 COURSE BOND
BEAM AT THE TOP-MOST OR AT THE SECOND FROM TOP-MOST COURSES AS PRACTICAL
TO PROVIDE CONT BEAM.
d. PROVIDE BOND BEAM BELOW ALL MASONRY OPENINGS AND EXTEND A MINIMUM OF
24" BEYOND EACH SIDE OF OPENING.
e. BOND BEAM REINFORCEMENT SHALL BE CONTINUOUS AT ALL LOCATIONS.
4. EXPANSION / CONTRACTION JOINTS
a. PROVIDE A MINIMUM 3" GAP BETWEEN TOP OF NON STRUCTURAL CMU WALLS AND
THE BOTTOM OF THE STRUCTURE.
b. WHERE NON STRUCTURAL WALLS INTERSECT STRUCTURAL WALLS, PROVIDE
STRUCUTRAL SEPARATION OF 1" GAP TO ACCOMODATE BUILDING DRIFT.
c. PROVIDE CONTINUOUS COMPRESSIBLE FILLER OR FIRE SAFEING INSULATION AS
REQUIRED (FULL WIDTH AND FULL LENGTH) OF THE SAME THICKNESS AS THE JOINT.
d. STRUCTURAL MASONRY HAS BEEN DESIGNED TO MEET THE AREA OF REINFORCEMENT
STEEL REQUIRED BY THE NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) TEK
10-3 ALTERNATIVE ENGINEERED METHOD TO LIMIT CRACK WIDTH WITHOUT THE USE OF
CONTROL JOINTS. DO NOT INSTALL CONTROL JOINTS IN STRUCTURAL MASONRY.
5. TOP CLIP SUPPORTS:
a. PROVIDE BENT PLATE SUPPORTS OR DIAGONAL BRACING SUPPORT AT EVERY
VERTICAL REINFORCEMENT LOCATION AND AS LISTED BELOW, EXCEPT AT LOAD-
BEARING WALLS.
b. LOCATE AT DISCONTINUOUS ENDS OF WALLS, AT EACH SIDE OF INTERMEDIATE
CONTROL JOINTS, AND AT EACH SIDE ABOVE OPENINGS WIDER THAN 6' - 6".
c. TWO CELLS UNDER EACH TOP CLIP SHALL BE FULLY GROUTED. SOLID MASONRY
UNITS MAY BE PROVIDED.
6. LINTELS:
a. PROVIDE MASONRY LINTELS ABOVE OPENINGS IN MASONRY WALLS AS REQUIRED PER
DRAWINGS.
GENERAL NOTES:
M. STRUCTURAL SEPARATION
1. STRUCTURAL SEPARATION JOINTS ARE LOCATED AT THE FOLLOWING LOCATIONS:
a. 4" STRUCTURAL SEPARATION BETWEEN STEEL STRUCTURE (HANGAR) AND
REINFORCED MASONRY STRUCTURE (ADMIN/SHOPS). ANTICIPATED MOVEMENT +/- 2"
BETWEEN STEEL STRUCTURE AND REINFORCED MASONRY STRUCTURE.
b. COMPONENTS CROSSING THESE JOINTS SHALL ACCOMMODATE THIS MOVEMENT
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AMENDMENT NO. 0004
12/11/2020 3:24:56 PM
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S-001-0004
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CONTRACTION JOINT (CTJ) ADMIN/SHOP
CONSTRUCTION JOINT (CJ) ADMIN/SHOP
VAPOR BARRIER
VAPOR BARRIER
H
H
/4 SEALED (SAWED)
WIDTH PER SCHEDULE,
SEALED (FORMED)
WIDTH PER SCHEDULE,
H /2
H
DOWELS - PAINT AND
GREASE ONE END -
SEE SCHEDULE
D4
S-501
D4
S-501
NOT TO SCALE
SLAB ON GRADE JOINTS
SLAB SCHEDULE
SLAB
THICKNESS H
DIA X LENGTH
(SMOOTH BARS)
SPACING
WIDTH DEPTH OF
SAWCUT
DOWELS JOINT
6"
8"
3/4" X 16" 12" 1/8" TO 1/4" H/4 +/- 1/2"
1" X 16" 12" 1/8" TO 1/4" H/4 +/- 1/2"
1. START DOWELS NO CLOSER THAN 2' - 0" FROM SLAB JOINTS.
2. COORDINATE JOINTS WITH DIVISION 07 SPECS AND FLOOR FINISH REQUIREMENTS.
3. SEE PLANS FOR JOINT LAYOUT.
H /2
SLAB REINFORCEMENT
AS INDICATED
DOWELS - PAINT AND
GREASE ON END -
SEE SCHEDULE
SLAB REINFORCEMENT
AS INDICATED
15" 1 1/4" X 20" 15" 3/8" 3"
3" MAX
H /4
3" MAX
H
U N
O
.5
H
VAPOR
BARRIER
SEE SLAB JOINT
DETAIL
NOTE: DISCONTINUE REINFORCEMENT AT JOINT, UNO
SLOPE 1:10
EXPANSION JOINT (EJ-H) AT HANGAR SLAB EDGE
3/8" EXPANSION
JOINT MATERIAL
2 LAYERS 30# FELT
EJ IJ
TYPICAL ISOLATION JOINTTYPICAL EXPANSION JOINT
NOTES:
4' - 0"
(48) #7 VERT
EQ SPA
#5 TIES
S
P A
O
C
S
P A
O C
LIGHT POLE
AND ANCHORS
PER POLE
SUPPLIER
3/4" CHAMFER
EXPOSED EDGES
LIGHT POLE FOUNDATION NOTES:
1. ALLOWABLE POLE SHEAR = 12 KIP
2. ALLOWABLE POLE MOMENT = 540 KIP-FT
3. ALLOWABLE POLE DEAD LOAD = 10 KIP
4. POLE LOADS SHALL BE REVIEWED PRIOR TO
FOUNDATION CONSTRUCTION.
65' - 0" TALL HIGH MAST POLE FOUNDATION
30' - 0" TALL PARKING POLE FOUNDATION
3/4" CHAMFER
EXPOSED EDGES 3' - 0" Ø
#4 TIES
(24) - #6
EQ SP
S
P A
O
C
S
P A
O C
8'-0" SQR
NOTES:
T/GRADE EL 99' - 4"
LIGHT POLE
AND ANCHORS
PER POLE
SUPPLIER
SECTION SECTION
LIGHT POLE FOUNDATION NOTES:
1. ALLOWABLE POLE SHEAR = 1.7 KIP
2. ALLOWABLE POLE MOMENT = 30 KIP-FT
3. ALLOWABLE POLE DEAD LOAD = 0.5 KIP
4. POLE LOADS SHALL BE REVIEWED
PRIOR TO FOUNDATION CONSTRUCTION.
5. SEE CIVIL/ELEC DRAWINGS FOR
LOCATION.
NOTES:
SEE PLAN
V A
R
IE
S
T/GRADE EL 100' - 0"
T/PED EL 103' - 0"
T/PED EL 103' - 0"
#5 @ 6" OC EW TB
CONSTRUCTION
JOINT, TYP
T/WALL EL 110' - 0"
#5 @ 12" OC,
EW, TYP
#5 @ 12" OC,
EW, TYP
2' - 8" 8" 2' - 8"
#5 @ 12"
OC, EW,TYP
#5 @ 6" OC,
EW, BOT
METAL COPING,
SEE SPCS
8" SPLIT FACE CMU,
#5 @ 24" OC VERT,
(2) - #5 @ 24" OC HORIZ,
SOLID GROUT WALL
#5 @ 12"
OC, EW,TOP
T/GRADE EL 100' - 0"
#5 @ 6" OC,
EW, BOT
TYPICAL DETAILS AT DOORWAY LOCATIONS
NOT TO SCALE
SLAB REINFORCING
PER PLAN
(3) - #4
#4 @ 12" OC
M
IN
SEE PLANS
FOR STEMWALL
SECTION - MAN DOORS
SEE NOTE 9/S-110
CIVIL
PAVEMENT/
SIDEWALK/
SLAB
/2
M
A X
6" MAX
(3) - #4
#4 @ 12" OC
M
IN
SEE PLANS
FOR STEMWALL
VAPOR BARRIER
SHALL EXTEND
OVER STEM WALL
SECTION - OVERHEAD DOORS
SEE NOTE 18/S-110
(SLOPE 1/2" MAX)
PER OH DOOR REQUIREMENTS
M A
X
/2
GALV L2X2X1/4 WITH
1/2"Ø X 4" LONG
HEADED STUDS
CIVIL PAVEMENT/
SIDEWALK/SLAB 1
M
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M
IN
S H
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S
H O
P S
VAPOR BARRIER
SHALL EXTEND
OVER STEM WALL
PUMP, SEE FIRE
SUPPRESION DWGS,
ANCHORAGE BY
EQUIP SUPPLIER
CL PUMP
#5 @ 9" OC
VERT, EF
#4 TIES @ 2", 5", 8",
11" FROM TOP,
REST AT 9" OC MAX
#5 @ 12"
OC, EW, TOP
* CONTRACTOR SHALL
COORDINATE
WITH ACTUAL
EQUIP FURNISHED
EJ, TYP
1' - 0"1' - 0"
1' - 0" * 1' - 0" *
#5 @ 6"
OC, EW, BOT
#5 @ 6"
OC, EW, BOT
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AMENDMENT NO. 0004
12/11/2020 3:24:59 PM
A s in di ca te d
P . M
A N
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Z . A
D A
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S-502-0004
S -5
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S-502
S T
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D A
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C O
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R E
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D E
T A
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SCALE: 1/4" = 1'-0"A2
LIGHT POLE FOUNDATION DETAIL
0 2' 4' 8'
SCALE: 1/2" = 1'-0"B4
SCREEN WALL SECTION
0 1' 2' 4'SCALE: 3/4" = 1'-0"B2
FIRE SUPPRESSION PUMP
0 1' 2' 3'
A
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F D
FINISH REMARKS:
1.
2.
PAINT HANGAR BAY STEEL STRUCTURE ACCORDING
TO SPECIFICATION 09 97 13.27 EXTERIOR COATING
OF STEEL STRUCTURES.
BID OPTION: 5 COAT FUEL RESISTIVE RESINOUS
FLOORING (EF-2).
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US Army Corps of
Engineers ®
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IDENTIFICATION
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AMENDMENT NO. 0004
12/11/2020 5:16:40 PM
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ROOM FINISH SCHEDULE
ROOM
NUMBER ROOM NAME FLOOR
BASE WALLS
CEILING REMARKSMATERIAL NORTH EAST SOUTH WEST
224 ENGINES, ELECTRIC, & HYDRO NCOIC RF-2 RB-1 PA-1 PA-1 PA-1 PA-1 ACT-1
225 SECURE CLASSIFIED STORAGE VAULT RF-2 RB-1 PA-1 PA-1 PA-1 PA-1 ACT-1
226 COMNAV, INTEGRATED, AVIONICS, &
ELECTRONIC WAREFARE NCOIC
RF-2 RB-1 DP-1 DP-1 PA-2 PA-2 ACT-1
227 ASSISTANT SECTION CHIEFS RF-2 RB-1 PA-2 DP-1 DP-1 PA-2/DP-1 ACT-1
228 SENIOR SUPERINTENDENT RF-2 RB-1 DP-1 DP-1 DP-1 PA-2 ACT-1
230 WEAPONS TEAM ROOM RF-1,2 RB-1 PA-2 PA-2 DP-1 - ACT-1
230A WEAPONS PRODUCTION ROOM RF-1,2 RB-1 PA-2 - DP-1 PA-2 ACT-1
231 SENIOR SUPERINTENDENT RF-2 RB-1 DP-1 DP-1 PA-2 PA-2 ACT-1
232 NCOIC & ASST NCOIC RF-2 RB-1 DP-1 DP-1 PA-2 DP-1 ACT-1
233 SEC CHIEF & ASST SEC CHIEF RF-2 RB-1 DP-1 PA-2 PA-2 DP-1 ACT-1
234 WOMENS TOILET TLP-1 TLP-1 /
TLC-1,2
TLC-2/PA-1/SSF-
TLC-1,2/PA-1 TLC-2/PA-1 TLC-2/PA-1/SSF-
PA-8
235 JAN RF-2 RB-1 PE-1 FRP-1 FRP-1 FRP-1 PE-1
236 MENS TOILET TLP-1 TLP-1 /
TLC-1,2
TLC-1,2/PA-1/SS
F-3
TLC-2/PA-1/SS
F-3
TLC-1,2/PA-1/SS
F-3
TLC-1,2/PA-1 PE-1
237 MECH CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
238 VEST WOM-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-8
240 CORRIDOR RF-2 RB-1 RE: ELEV. RE: ELEV. RE: ELEV. RE: ELEV. ACT-1
241 VEST RF-2 RB-1 PA-2,7 PA-2 PA-2 PA-2 ACT-1
301 CTK CH-1/RF-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-8
301A OFFICE SUPPLY & MISC STORAGE CH-1/RF-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-8
301B TOOL INSPECTION REPAIR AREA CH-1/RF-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-8
301C EXPENDABLES SPARE/BROKEN TOOL AREA CH-1/RF-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-8
301D EQUIPMENT MANAGER / SUPPORT / TODO CH-1/RF-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-8
301E ENGINE STORAGE CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-8
302 SUPPORT NCOIC RF-1 RB-1 PA-2 PA-2 PA-2/DP-1 PA-2/DP-1 ACT-1
303 PRIVATE SUPPORT NCOIC RF-1 RB-1 DP-1 DP-1 PA-2 PA-2 ACT-1
304 LASER ETCHER ROOM CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
305 DASH21 EQUIPMENT STORAGE CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
306 WOMENS TOILET TLP-1 TLP-1 /
TLC-1,2
TLC-2/PA-1 TLC-2/PA-1 TLC-2/PA-1 TLC-2/PA-1 PE-1
307 MENS TOILET TLP-1 TLP-1 /
TLC-1,2
TLC-2/PA-1 TLC-2/PA-1 TLC-2/PA-1 TLC-2/PA-1 PE-1
308 COMM CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
310 JAN RF-2 RB-1 TLC-2 PE-1 PE-1 TLC-2 PE-1
311 FIRE PUMP / FOAM ROOM CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
312 ELEC CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
313 MECH CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
314 VEST WOM-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-8
315 CORRIDOR RF-1 RB-1 PA-1 PA-1 PA-1 PA-1 ACT-1
316 VEST RF-1 RB-1 PA-1 PA-1 PA-1 PA-1 ACT-1
317 CORRIDOR RF-1 RB-1 PA-1 PA-1 PA-1 PA-1 ACT-1
401 OPEN-FLOOR GUN MAINTENANCE CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
401A ARMAMENT EQUIPMENT STORAGE CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
402 CRANE SECURE WEAPONS STORAGE CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
403 SNC BAY CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
404 SNC EXTERIOR COVERED STORAGE - - - - - - -
405 SNC EXTERIOR COVERED STORAGE - - - - - - -
501 HANGAR BAY EF-1 - PA-1 PA-1 PA-1 PA-1 PA-8 1, 2
502 CREW CHIEFS TEAM ROOM RF-1,2 RB-1 PA-2 PA-2/DP-1 PA-2 PA-2 ACT-1
503 SENIOR SUPERINTENDENT RF-2 RB-1 DP-1 PA-2 PA-2 PA-2/DP-1 ACT-1
504 ASST SEC CHIEF RF-2 RB-1 DP-1 PA-2 DP-1 DP-1 ACT-1
505 ASST SEC CHIEF AND NCOIC RF-2 RB-1 PA-2 PA-2 DP-1 DP-1 ACT-1
506 PRODUCTION TEAM ROOM RF-1,2 RB-1 PA-2/DP-1 PA-2/DP-1 PA-2 PA-2/DP-1 ACT-1
506A PRODUCTION SUPERINTENDENT RF-1,2 RB-1 PA-2 DP-1 PA-2 DP-1 ACT-1
507 SPO RF-2 RB-1 DP-1 PA-2/DP-1 PA-2 PA-2 ACT-1
508 AFETS RF-2 RB-1 PA-2 DP-1 DP-1 PA-2 ACT-1
510 LEAD PRODUCTION SUPERINTENDENT RF-2 RB-1 PA-2 DP-1 DP-1 DP-1 ACT-1
511 FSR RF-2 RB-1 PA-2 DP-1 DP-1 DP-1 ACT-1
512 PLANNING AND SCHEDULING RF-2 RB-1 DP-1 DP-1 PA-2 PA-2/DP-1 ACT-1
513 DEBRIEF / JOB CONTROL RF-1 RB-1 PA-2 PA-2 PA-2 DP-1 ACT-1
514 CORRIDOR RF-2 RB-1 RE: ELEV. RE: ELEV. RE: ELEV. RE: ELEV. ACT-1
515 COVERED TUG DOOR - - - - - - -
516 CORRIDOR EF-1 - PA-1 PA-1 PA-1 PA-1 PA-8 1, 2
601 SUPPLY ROOM RF-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-8
602 HAZARDOUS STORAGE CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
603 COVERED LAUNCH PIT - - - - - - -
604 EXTERIOR COVERED STORAGE - - - - - - -
605 CORRIDOR RF-1 RB-1 PA-1 PA-1 PA-1 PA-1 ACT-1
606 CORRIDOR EF-1 - PA-1 PA-1 PA-1 PA-1 PA-8 1, 2
ROOM FINISH SCHEDULE
ROOM
NUMBER ROOM NAME FLOOR
BASE WALLS
CEILING REMARKSMATERIAL NORTH EAST SOUTH WEST
GROUND FLOOR
101 SNC SUPPORT RF-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-8
102 BREAK RF-1,2 RB-1 PA-1 PA-1 PA-1 PA-1 ACT-1
103 SNC LOGISTICS SUPPORT RF-1 RB-1 PA-1 PA-1 PA-1 PA-1 ACT-1
103A LOGISTICS OFFICE RF-1 RB-1 PA-2 PA-2 PA-2 PA-2 ACT-1
104 SNC LOGISTICS MANAGER RF-1 RB-1 PA-2 PA-2 PA-2 PA-2 ACT-1
105 SNC CLS READY ROOM RF-1,2 RB-1 PA-2/DP-1 PA-2/DP-1 PA-2/DP-1 PA-2 ACT-1
106 SNC FIELD MANAGER RF-1 RB-1 PA-2 DP-1 DP-1 PA-2 ACT-1
107 SNC FIELD MANAGER RF-1 RB-1 PA-2 PA-2 DP-1 DP-1 ACT-1
108 SNC FIELD MANAGER RF-1 RB-1 DP-1 PA-2 DP-1 DP-1 ACT-1
109 SNC AIRCRAFT MAINTENANCE MANAGER RF-1 RB-1 DP-1 PA-2 DP-1 DP-1 ACT-1
110 SNC QUALITY ASSURANCE RF-1 RB-1 DP-1 PA-2 DP-1 DP-1 ACT-1
111 SNC STORAGE RF-1 RB-1 PA-1 PA-1 PA-1 PA-1 ACT-1
112 MENS TOILET TLP-1 TLP-1 /
TLC-1,2
TLC-2/PA-1 TLC-2/PA-1 TLC-2/PA-1 TLC-1,2/PA-1 PA-8
113 WOMENS TOILET TLP-1 TLP-1 /
TLC-1,2
TLC-2/PA-1 TLC-1,2/PA-1 TLC-2/PA-1 TLC-2/PA-1 PA-8
114 SHARED CONF CPT-1 RB-1 PA-2/FWP-1 PA-2 PA-2 PA-2 ACT-1
115 POTFF CPT-1 RB-1 PA-2 PA-2 PA-2 PA-2 ACT-1
116 LOGISTICS WAREHOUSE CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-1
117 ARMAMENT SUPPORT SECTION CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
118 SUPPORT SECTION NCOIC RF-1 RB-1 PA-2 PA-2 PA-2 PA-2 ACT-1
120 COMMON OFFICE / READY ROOM / CRANE
OPEN OFFICE
RF-1,2 RB-1 PA-2 PA-2 PA-2/DP-1 PA-2 ACT-1
121 ARMAMENT NCOIC RF-2 RB-1 DP-1 PA-2 PA-2 DP-1 ACT-1
122 CRANE FIELD SERVICE LEAD RF-2 RB-1 DP-1 DP-1 PA-2 DP-1 ACT-1
123 ARMAMENT FLIGHT CHIEF RF-2 RB-1 DP-1 DP-1 PA-2 PA-2 ACT-1
124 STORAGE CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
125 ELEC CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
126 COMM CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
127 VEST WOM-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-8
128 CORRIDOR RF-2 RB-1 RE: ELEV. RE: ELEV. RE: ELEV. RE: ELEV. ACT-1
129 VEST WOM-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-8
130 FIRE PROTECTION ROOM CH-1 - PA-1 PA-1 PA-1 PA-1 PA-8
131 STORAGE CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 ACT-1
201 CCS COMMANDER SUPPORT SECTION CPT-1 RB-1 PA-2 PA-2 PA-2 PA-1 ACT-1
202 COMMANDER SUITE CPT-2 RB-1 DP-1 PA-2 DP-1 DP-1 ACT-1
202A RECEPTION CPT-2 RB-1 PA-2 DP-1 DP-1 DP-1 ACT-1
203 COMMANDER OFFICE CPT-2 RB-1 PA-2 DP-1 DP-1 PA-2 ACT-1
204 CONF CPT-2 RB-1 DP-1 DP-1 PA-2 PA-2 ACT-1
205 SECTION COMMANDER CPT-2 RB-1 DP-1 DP-1 PA-2 DP-1 ACT-1
206 MAINTENANCE OFFICER CPT-2 RB-1 DP-1 DP-1 PA-2 DP-1 ACT-1
207 SUPERINTENDENT (CHIEF MASTER
SERGEANT)
CPT-2 RB-1 PA-2/DP-1 PA-2 PA-2 DP-1 ACT-1
208 FIRST SERGEANT CPT-2 RB-1 PA-2 PA-2 PA-2/DP-1 DP-1 ACT-1
210 FIRST SERGEANT CPT-2 RB-1 PA-2 DP-1 DP-1 DP-1 ACT-1
211 AMU CONF CPT-1 RB-1 PA-1 PA-1 PA-1 PA-2 ACT-1
212 OIC CPT-1 RB-1 PA-2 PA-2 PA-2 PA-2 ACT-1
212A AMU SUPERINTENDENT CPT-1 RB-1 PA-2 PA-2 PA-2 PA-2 ACT-1
213 ASST OIC CPT-1 RB-1 PA-2 PA-2 PA-2 PA-2 ACT-1
213A ASST AMU SUPERINTENDENT CPT-1 RB-1 PA-2 PA-2 PA-2 PA-2 ACT-1
214 COPY RF-2 RB-1 PA-2 PA-2 PA-2 PA-5 ACT-1
215 NURSING CPT-1 RB-1 PA-1 PA-1 PA-1 PA-1 ACT-1
216 AUDITORIUM RF-1 RB-1 PA-2 PA-2 PA-2 PA-4 ACT-1
217 MULTI-PURPOSE RF-1,2 RB-1 PA-1 PA-1 PA-1,4 PA-1 ACT-1/PA-8
217A RECYCLE RF-1,2 RB-1 PA-1 PA-1 PA-1 PA-1 ACT-1
218 SECURE COMM CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 PA-8
220 MOBILITY SECTION & TRAINING MANAGERS CPT-1 RB-1 PA-2 PA-2 PA-2 PA-2 ACT-1
221 MENS TOILET TLP-1 TLP-1 /
TLC-1,2
TLC-1,2/PA-1 TLC-2/PA-1 TLC-2/PA-1 TLC-2 PA-8
222 WOMENS TOILET TLP-1 TLP-1 /
TLC-1,2
TLC-1,2/PA-1 TLC-2/PA-1 TLC-1,2/PA-1 TLC-2 PA-8
223 SPECIALISTS TEAM ROOM RF-1,2 RB-1 PA-2 PA-2 PA-2 PA-2/DP-1 ACT-1
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GENERAL ROOM FINISH SCHEDULE NOTES:
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
22.
23.
24.
REFER TO SPECIFICATION 09 06 00 SCHEDULE OF FINISHES FOR EXTERIOR AND INTERIOR
FINISH MATERIALS. BASIS OF DESIGN OR EQUIVALENT COLOR AND FINISH CODES ARE AS
INDICATED ON THE ROOM FINISH SCHEDULE.
REFER TO INTERIOR ELEVATIONS, REFLECTED CEILING DRAWINGS, FINISH
DRAWINGS ,ENLARGED PLAN DRAWINGS AND INTERIOR DETAIL DRAWINGS FOR ADDITIONAL
FINISH PLACEMENT INFORMATION.
REFER TO ELECTRICAL DRAWINGS, MECHANICAL DRAWINGS, STRUCTURAL DRAWINGS AND
COMMUNICATION DRAWINGS FOR COORDINATION OF BUILDING FINISHES TO BUILDING
SYSTEMS.
REFER TO FINISH DRAWINGS FOR PLACEMENT OF FLOOR FINISHES, FLOOR PATTERNS AND
FLOOR MATERIAL CHANGES. REFER TO FLOORING TRANSITION DETAILS FOR TRANSITIONS
BETWEEN ADJOINING FLOORING MATERIALS.
REFER TO FINISH DRAWINGS AND INTERIOR ELEVATIONS FOR WALL FINISH EXTENTS,
CORNER GUARD LOCATIONS, SIGNAGE, AND SPECIALTY WALL FINISH LOCATIONS.
REFER TO REFLECTED CEILING DRAWINGS FOR CEILING HEIGHTS AND CEILING MATERIAL
EXTENTS.
REFER TO ENLARGED TOILET DRAWINGS, WALL FINISH PLANS AND INTERIOR ELEVATIONS
FOR PLACEMENT OF INTERIOR FINISHES IN TOILET/LOCKER ROOMS.
REFER TO MILLWORK DETAIL DRAWINGS AND INTERIOR ELEVATIONS FOR ASSIGNMENT OF
SOLID SURFACE AND PLASTIC LAMINATE FINISHES AND ADDITIONAL INFORMATION.
PROVIDE BLOCKING AS REQUIRED TO SECURE ALL WALL MOUNTED ITEMS INCLUDING
TOILET FIXTURES, TOILET ACCESSORIES, TOILET PARTITIONS, MILLWORK, SHELVES,
COUNTERTOP SUPPORTS, MARKERBOARDS, TACKBOARDS, FLAT PANEL DISPLAYS,
CAMERAS, ACOUSTICAL WALL PANELS, AND ANY OTHER WALL MOUNTED OBJECT.
UNLESS NOTED OTHERWISE, ALL EXPOSED STRUCTURAL STEEL TO BE PAINTED PA-8. ALL
EXTERIOR STEEL TO BE PAINTED IN ACCORDANCE WITH SPECIFICATION 09 97 13.27
EXTERIOR COATING OF STEEL STRUCTURE.
ALL WINDOW STOOLS TO BE SSF-2.
ALL DOOR FRAMES AND HOLLOW METAL DOORS TO BE PA-3.
ALL METAL FABRICATIONS AND HANDRAILS TO BE PA-3.
INTERIOR CAULKING TO MATCH ADJACENT WALL FINISH COLOR.
NO FINISHES REQUIRED ON CONCRETE WALLS OR CONCRETE CEILINGS UNLESS NOTED
OTHERWISE.
ALL EXPOSED CONCRETE FLOORS SHALL BE SEALED.
WALL CORNER GUARDS TO BE INSTALLED STARTING AT THE TOP OF THE SCHEDULED WALL
BASE.
AT GYPSUM BOARD SOFFITS AND BULKHEADS, PAINT ALL EXPOSED SURFACES.
PAINT ALL EXPOSED STRUCTURAL STEEL ELEMENTS, MISCELLANEOUS STEEL, PIPING,
HANGERS, VALVES AND CONDUITS EXCEPT PRE-FINISHED LINER PANELS AND FOAM
GENERATORS. THE PAINT COLOR SHALL BE AS INDICATED ON SCHEDULE. ALL FIRE
PROTECTION PIPING COLOR SHALL BE SAFETY RED.
ALL EXPOSED MECHANICAL AND ELECTRICAL EQUIPMENT AND ASSOCIATED SUPPORTING
EQUIPMENT TO BE PAINTED PA-8 UNLESS OTHERWISE REQUIRED BY CODE. COORDINATE
WITH MECHANICAL / ELECTRICAL FOR FINISHES ON MECHANICAL OR ELECTRICAL
EQUIPMENT.
DO NOT PAINT PRE-FINISHED ITEMS, FINISHED METAL SURFACES, OPERATING PARTS,
LABELS OR WARNINGS.
REFER TO AND COORDINATE WITH FURNITURE DRAWINGS AND TYPICAL MOUNTING HEIGHTS
DRAWING FOR WALL MOUNTING HEIGHTS OF FF&E, VISUAL DISPLAYS AND AUDIO VISUAL
EQUIPMENT.
PROVIDE HORIZONTAL WINDOW BLINDS ON ALL EXTERIOR WINDOWS, W1.
RESILIENT TILE
5 COATS FLOOR
COATING SYSTEM
STAINLESS STEEL
EDGE STRIP
CONCRETE FLOOR SLAB
RE: SPECIFICATION
ABA COMPLIANT SLOPING
RESILIENT REDUCER
RESILIENT FLOORING
/4
M
A X
CONCRETERESINOUS FLOORING
CONCRETE FLOOR SLAB
RESINOUS FLOORING
(NOT TO EXCEED 1:20
SLOPE)
SAW-CUT KERF (DEPTH AND
WIDTH SUFFICIENT TO ALLOW
RESINOUS FLOORING TO
TAPER AT FULL SPECIFIED
THICKNESS OR GREATER)
FACE OF FLOOR SLAB
RESINOUS FLOORING SYSTEM
RE: ROOM FINISH SCHEDULE
COVED CORNER -
COVER MORTAL JOINT
CMU - RE: PLANS
MORTAR JOINT
CARPETINGPORCELAIN TILE
ABA COMPLIANT SLOPING
METAL EDGE TRIM
CONCRETE FLOOR SLAB
PORCELAIN TILE
CARPET
FEATHER TOPPING AT CARPET-
TO-TILE TRANSITION IF
REQUIRED TO ENSURE 1/4" MAX
TRANSITION
/4
M
A X
RESILIENT FLOORINGCARPETING
ABA COMPLIANT SLOPING
METAL EDGE TRIM
CONCRETE FLOOR SLAB
CARPETING
RESILIENT FLOORING
/4
M
A X
RESILIENT FLOORINGPORCELAIN TILE
ABA COMPLIANT SLOPING
METAL EDGE TRIM
CONCRETE FLOOR SLAB
PORCELAIN TILE
RESILIENT FLOORING
/4
M
A X
FACILITY/SPACE
TYPE
CONFERENCE ROOM
CLASSROOM
OPEN OFFICE
PRIVATE OFFICE
SPACE ACOUSTIC REQUIREMENTS
SOUND ISOLATION
PARTITIONS DOORS
BACKGROUND
NOISE LEVEL
REVERBERATION
TIME
NIC 45 OR GREATER
NIC 45
NIC N/A
NIC 30-45 NIC 20
NIC n/a
NIC 25
NIC 25 OR GREATER 30
35 N/A
< 1.0 SEC
< 0.6 SEC
< 0.8 SEC
1. CONFERENCE ROOMS, CLASSROOMS, OPEN OFFICE AND PRIVATE OFFICES
SHALL BE TESTED ACCORDING TO ASTM E336 AND MEET NOISE ISOLATION
CLASS (NIC) REQUIRMENTS AS STATED IN UFC 3-101-01 28 NOVEMBER 2011
CHANGE 4, 6 MARCH 2019.
NOISE ISOLATION CLASS (NIC) REQUIREMENTS:
H U
R L
B U
R T
F
IE
L D
F
L O
R
ID
A H
A N
G A
R
A M
U P
R O
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C T
N O
F
T E
V
M O
B
IL
E D
IS
T
R
IC
T M
O B
IL
E
A
L A
B A
M A
Mobile District
US Army Corps of
Engineers ®
M A
R K
D E
S C
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IP
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N D
A T
E A
P P
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O
U S
A R
M Y
C O
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IN
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SHEET
IDENTIFICATION
1 2 3 4 5
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C
B
A
FILE:
DATE:
W
A R
D P
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A S
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M O
B U
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M c D
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D R
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B Y
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P R
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A
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AMENDMENT NO. 0004
12/11/2020 5:11:11 PM
A s in d ic a te d
E . A
L L
E N
E . A
L L
E N
A
C O
H E
N
A-702-0004
A -7
-0
A-702
R O
O M
F
IN
IS
H
L E
G E
N D
G
E N
E R
A L
N O
T E
S
FINISH LEGEND - BASIS OF DESIGN OR EQUIVALENT
MATERIAL MANUF. PRODUCT NUMBER COLOR DESCRIPTION REMARKS
ACOUSTICAL CEILING TILE
ACT-1 ARMSTRONG ULTIMA TEGULAR #1942 WHITE 24" x 24" - ACOUSTICAL CEILING TILE
CONCRETE
CH-1 - - - HARDENED/SEALER RE: 03 30 00. 00 10
CORNER GUARD
CG-1 - - - STAINLESS STEEL SURFACE
MOUNTED
FLOORING
CPT-1 INTERFACE DETOURS AHEAD # 1472302500 105159 ONYX/ TONAL CARPET TILE
CPT-2 INTERFACE AE 3111 #138830AK00 104674 SMOKE CARPET TILE
EF-1 - - LIGHT GRAY WITH SHARKGRIP FUEL RESISTIVE RESINOUS
FLOORING - 3 COAT SYSTEM
EF-2 - - LIGHT GRAY WITH SHARKGRIP FUEL RESISTIVE RESINOUS
FLOORING - 5 COAT SYSTEM
RF-1 JOHNSONITE MINERALITY RUBBER TILE MRLR-XX PA9 BECKA RUBBER TILE
RF-2 JOHNSONITE MINERALITY RUBBER TILE MRLR-XX PA7 DOLO RUBBER TILE
WOM-1 CONSTRUCTION
SPECIALITIES
PEDITRED G4 7325 WROUGHT IRON WALK-OFF MAT
GROUT
GR-1 TEC SPECIALTY POWER GROUT 939 MIST LATEX GROUT
PAINT
PA-1 SHERWIN WILLIAMS SW7070 SITE WHITE LATEX
PA-2 SHERWIN WILLIAMS SW7066 GRAY MATTERS LATEX
PA-3 SHERWIN WILLIAMS SW7075 WEB GRAY LATEX
PA-4 SHERWIN WILLIAMS SW6531 INDIGO LATEX
PA-5 SHERWIN WILLIAMS SW6747 ARGYLE LATEX
PA-6 SHERWIN WILLIAMS SW6682 JUNE DAY LATEX
PA-7 SHERWIN WILLIAMS SW6258 TRICORN BLACK LATEX
PA-8 SHERWIN WILLIAMS SW7007 CEILING BRIGHT WHITE LATEX
PE-1 SHERWIN WILLIAMS SW7007 CEILING BRIGHT WHITE EPOXY
PLASTIC LAMINATE
PLAM-1 WILSONART 4882-38 OILED SOAPSTONE CASEWORK
PLAM-2 NEVAMAR MXT003-T SILVER ALU METALX CASEWORK
RESILIENT BASE
RB-1 JOHNSONITE TRADITIONAL WALL BASE 71 STORM CLOUD CG
SOLID SURFACE FABRICATION
SSF-1 CORIAN SILVER BIRCH COUNTERTOPS
SSF-2 WILSONART 9115GS ZEN GREY COUNTERTOPS AND WINDOWSILLS
SSF-3 INPRO CORP. BIOPRISM SOLID SURFACE GLACIER P9055 SHOWER WALL PANELS
TILE
TLC-1 CROSSVILLE COLOR BY NUMBERS A PERFECT TEN - MATTE CERAMIC 4X8
TLC-2 CROSSVILLE COLOR BY NUMBERS SIXTH SENSE - MATTE CERAMIC 4X8
TLP-1 MARAZZI SISTEM P PROJECT GRIGIO SCURA, UNPOLISHED PORCELAIN 12X24
WALLS
DP-1 - - - DEMOUNTABLE PARTITION
FRP-1 CRANE COMPOSITES GLASBORD 636 SMOOTH GRAY FIBERGLASS REINFORCED PANEL
FWP-1 KNOLL TEXTILES ELEMENT W1077/12 COBALT FABRIC WRAPPED ACOUSTICAL
PANEL
MWP-1 - - WHITE PREFINISHED METAL WALL PANEL
WM-1 - - - WIRE MESH PARTITION
NTSSCALE:A1
FLOOR TRANSITION
NTSSCALE:A2
FLOOR TRANSITION
NTSSCALE:A3
FLOORING DETAIL
NTSSCALE:B1
FLOOR TRANSITION
NTSSCALE:B2
FLOOR TRANSITION
NTSSCALE:B3
FLOOR TRANSITION
A
M E
N D
U
P D
A T
E D
P L
A N
A N
D S
C H
E D
U L
E
/1
K
L
M
N
P
8 9 10 11 12 13 14
A-751
A3
A-751C3
A-751
D4
A-751 B4
HANGAR BAY
SPECIALISTS TEAM
ROOM
ASSISTANT SECTION
CHIEFS
COMNAV,
INTEGRATED,
AVIONICS, &
ELECTRONIC
WAREFARE NCOIC
ENGINES, ELECTRIC,
& HYDRO NCOIC
SECURE CLASSIFIED
STORAGE VAULT
MOBILITY SECTION &
TRAINING
MANAGERS
WOMENS TOILET
MENS TOILET
AUDITORIUM
RECYCLE
217A
SECURE COMM
MULTI-PURPOSE
WEAPONS TEAM
ROOM
WEAPONS
PRODUCTION ROOM
230A
SENIOR
SUPERINTENDENT
NCOIC & ASST NCOIC
SEC CHIEF & ASST
SEC CHIEF
MENS TOILET
JAN
WOMENS TOILET
MECH
COMMANDER OFFICE
RECEPTION
202A
CONF
SECTION
COMMANDER
MAINTENANCE
OFFICER
SUPERINTENDENT
(CHIEF MASTER
SERGEANT)
FIRST SERGEANT
FIRST SERGEANT
COMMANDER SUITE
CCS COMMANDER
SUPPORT SECTION
COPY
NURSING
ASST AMU
SUPERINTENDENT
213A
ASST OIC
OIC
AMU
SUPERINTENDENT
212A
AMU CONF
CORRIDOR
VEST
VEST
CRANE SECURE
WEAPONS STORAGE
SUPPORT SECTION
NCOIC
CREW CHIEFS TEAM
ROOM
SENIOR
SUPERINTENDENT
CORRIDOR
A-422
D1
B1
C1
A1
TLC-1
TLC-1
TLC-1
TLC-1
TLC-1
TLC-1
12' - 0" 4' - 0"
3' - 8 3/8" 4' - 0"
24' - 0" 3' - 7"
TLC-2/
PA-1
TLC-2/PA-1
SSF-3
SSF-3 TLC-2/PA-1
TLC-2/
PA-1
TLC-2/
PA-1
PA-2,7
RE: TYP. DETAIL A-712
PA-2,7
RE: TYP. DETAIL A-712
P A
-2 ,4
R E
T
Y P
D
E T
A
IL
A -7
P A
-2 ,7
P A
-2 ,4
R E
T
Y P
D
E T
A
IL
A -7
PA-2,5
RE: TYP. DETAIL A-712
PA-2,5
RE: TYP. DETAIL A-712
PA-2,5
RE: TYP. DETAIL A-712
P A
-2 ,6
R E
T
Y P
D
E T
A
IL
A -7
-2 ,6
R E
T
Y P
D
E T
A
IL
A -7
-4
PA-2,5
PA-5
PA-5
PA-5
P A
-4
A1
A-702
CORRIDOR
12' - 0"
CG-1
CG-1CG-1
CG-1
CG-1
CG-1
CG-1CG-1
CG-1
CG-1
A-402
C4
A-402C3
A4
GENERAL FLOOR FINISH PLAN NOTES:
1. REFER TO A-711 FOR NOTES.
RF-1, RUBBER TILE
RF-2, RUBBER TILE
WOM-1, WALK-OFF MAT
TLP-1, PORCELAIN TILE
FINISH & SIGNAGE PLAN LEGEND
3" 1' - 0" 3"
**TYPICAL PAINT CONDITION AT DOOR
ALCOVES
** TYPICAL PAINT CONDITION AT
DOORS FLUSH IN WALL
INTERIOR ROOM
SIGNAGE, RE: MOUNTING
DETAIL A-742, TYP.
REFERENCE FINISH PLANS AND
ELEVATIONS FOR ACCENT COLOR CODE
N
H U
R L
B U
R T
F
IE
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F
L O
R
ID
A H
A N
G A
R
A M
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O J E
C T
N O
F
T E
V
M O
B
IL
E D
IS
T
R
IC
T
M O
B
IL
E A
L A
B A
M A
Mobile District
US Army Corps of
Engineers ®
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R N
O
U S
A R
M Y
C O
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S
G
IN
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R S
SHEET
IDENTIFICATION
1 2 3 4 5
D
C
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FILE:
DATE:
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M c D
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D R
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C K
D B
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D A
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A
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N N
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P R
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C T
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C A
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C O
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F T
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JU
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A B C
D E F
KEY PLAN
NOT TO SCALE
A
M A
S H
E K
AMENDMENT NO. 0004
12/11/2020 5:11:47 PM
A s in d ic a te d
E A
L L
E N
E A
L L
E N
A
C O
H E
N
A-712-0004
A -7
-0
A-712
F
IN
IS
H
P L A
N A
R E
A
B
SCALE: 1/8" = 1'-0"A1
FINISH PLAN AREA - B
0 4' 8' 16'
N
SCALE: 1/4" = 1'-0"B4
TYP. ACCENT STRIPE DETAIL
0 2' 4' 8'
A
M E
N D
U
P D
A T
E D
P L
A N
A N
D S
C H
E D
U L
E
/1
J
D
5 6 7 8
OPEN-FLOOR GUN
MAINTENANCE
ARMAMENT
EQUIPMENT
STORAGE
401A
ARMAMENT
SUPPORT SECTION
SNC BAY
LOGISTICS
WAREHOUSE
SNC CLS READY
ROOM
SNC AIRCRAFT
MAINTENANCE
MANAGER
SNC FIELD MANAGER
SNC FIELD MANAGER
SNC FIELD MANAGER
SNC QUALITY
ASSURANCE
SNC STORAGE
SNC LOGISTICS
SUPPORT
SNC LOGISTICS
MANAGER
CORRIDOR
SNC EXTERIOR
COVERED STORAGE
C
4' - 0" 32' - 0"
PA-2,7
RE: TYP. DETAIL A-712
P A
-2 ,7
PA-7
G
H
GENERAL FLOOR FINISH PLAN NOTES:
1. REFER TO A-711 FOR NOTES.
RF-1, RUBBER TILE
RF-2, RUBBER TILE
WOM-1, WALK-OFF MAT
TLP-1, PORCELAIN TILE
FINISH & SIGNAGE PLAN LEGEND
N
H U
R L
B U
R T
F
IE
L D
F
L O
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ID
A H
A N
G A
R
A M
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P R
O J E
C T
N O
F
T E
V
M O
B
IL
E D
IS
T
R
IC
T
M O
B
IL
E A
L A
B A
M A
Mobile District
US Army Corps of
Engineers ®
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R N
O
U S
A R
M Y
C O
R P
S
G
IN
E E
R S
SHEET
IDENTIFICATION
1 2 3 4 5
D
C
B
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FILE:
DATE:
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A R
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A S
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M O
B U
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M c D
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D E
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D B
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D R
A W
N B
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S B
M T
B Y
P L
O T
S C
A L E
S
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E x
F
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E N
A M
E
C K
D B
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P L
O T
D A
T E
D A
T E
S O
L
IC
IT
A
T
IO
N N
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B E
R
P R
O J E
C T
N U
M B
E R
C A
D D
C O
D E
J U
L Y
W
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-R
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F T
E V
M E
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JU
L
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A B C
D E F
KEY PLAN
NOT TO SCALE
A
M A
S H
E K
AMENDMENT NO. 0004
12/11/2020 5:12:24 PM
/8
'-0
E A
L L
E N
E A
L L
E N
A
C O
H E
N
A-714-0004
A -7
-0
A-714
F
IN
IS
H
P L
A N
A R
E A
D
SCALE: 1/8" = 1'-0"A1
FINISH PLAN AREA - D
0 4' 8' 16'
N
A
M E
N D
U
P D
A T
E D
P L
A N
A N
D S
C H
E D
U L
E
/1
GENERAL SIGNAGE SCHEDULE NOTES:
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
REFER TO SIGNAGE PLACEMENT DRAWINGS FOR LOCATION
OF INTERIOR SIGNS.
REFER TO EXTERIOR BUILDING ELEVATIONS, SIGNAGE
SCHEDULE AND SIGNAGE DRAWINGS FOR LOCATION OF ALL
EXTERIOR SIGNAGE.
REFER TO SIGNAGE DETAILS FOR SIGNAGE CONSTRUCTION
AND MOUNTING ELEVATION.
REFER TO ARCHITECTURAL DRAWINGS FOR COORDINATION
OF SIGNAGE INSTALLATION TO WALL CONSTRUCTION.
SIGNAGE MUST BE ANCHORED THRU THE SURFACE APPLIED
WALL FINISHES TO THE SUBSTRATE WALL.
ALL HARDWARE/MOUNTING ATTACHMENTS TO BE CONCEALED
AND APPROPRIATE FOR THE RECEIVING BUILDING SURFACE.
ALL SIGNAGE SHALL COMPLY WITH THE MOST CURRENT
VERSION OF THE ARCHITECTURAL BARRIERS ACT (ABA).
ALL SIGNAGE MOUNTED ON GLASS SHALL HAVE A MATCHING
BACK PLATE TO CONCEAL ATTACHMENT METHOD OF SIGN.
CONSTRUCT EXTERIOR GRADE SIGNAGE WITH MATERIAL
APPROPRIATE FOR EXTERIOR USAGE.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING WITH SIGNAGE MANUFACTURER(S) TO
PROVIDE ANY ADDITIONAL SIGNAGE AS REQUIRED BY
GOVERNING MUNICIPALITY AT THE SITE LOCATION.
REFER TO INTERIOR ELEVATIONS, MURAL IMAGES, AND
SPECIFICATION SECTION 12 10 00 ENVIRONMENTAL GRAPHIC
ART MURAL SYSTEM FOR ADDITIONAL INFORMATION. MURAL
IMAGES ARE PLACE HOLDERS ONLY. FINAL ARTWORK FOR
MURAL IMAGES TO BE PROVIDED BY END USER PRIOR TO
SHOP DRAWING DOCUMENTATION.
ALL MESSAGE TEXT AS SHOWN ON THE SIGN SCHEDULE IS A
PLACE HOLDER ONLY AND IS NOT THE FINAL TEXT MESSAGE.
ALL MESSAGE TEXT SHALL BE CONFIRMED BY GOVERNMENT
END USER PRIOR TO SIGNAGE SHOP DRAWINGS. ALLOW FOR
MAXIMUM 4 DIGIT ROOM NUMBERS AND MINIMUM 25
CHARACTER ROOM NAMES TYPICAL FOR ALL SIGNS.
PROVIDE EXTERIOR BUILDING NUMBER SIGN PER BASE
STANDARDS AND IN ACCORDANCE WITH SIGN STANDARDS
UFC 3-120-1.
REFER TO 09 06 00 SCHEDULE OF FINISHES FOR BASIS OF DESIGN
OR EQUIVALENT MANUFACTURER, PRODUCT STYLE,
MATERIALS AND COLOR.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING LOGO IMAGES FROM APPROVED GOVERNMENT
REPRESENTATIVE AND PROVIDING TO SIGNAGE
MANUFACTURER(S). SIGNAGE MANUFACTURER(S) SHALL BE
RESPONSIBLE FOR CREATING VECTOR IMAGES FOR
INCORPORATION INTO SIGNAGE BACKGROUND INSERTS AND
LOGO MEDALLION SIGNAGE.
PROVIDE MESSAGE INSERTS FOR WINDOW SIGNS WHERE
INDICATED IN THE SIGNAGE DRAWINGS OR SPECIFICATIONS.
H U
R L
B U
R T
F
IE
L D
F
L O
R
ID
A H
A N
G A
R
A M
U P
R O
J E
C T
N O
F
T E
V
M O
B
IL
E D
IS
T
R
IC
T M
O B
IL
E
A
L A
B A
M A
Mobile District
US Army Corps of
Engineers ®
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R N
O
U S
A R
M Y
C O
R P
S
G
IN
E E
R S
SHEET
IDENTIFICATION
1 2 3 4 5
D
C
B
A
FILE:
DATE:
W
A R
D P
A R
K W
A Y
K A
N S
A S
C
IT
Y
M O
B U
R N
S
M c D
O N
N E
L L
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
S B
M T
B Y
P L
O T
S C
A L E
S
IZ
E x
F
IL
E N
A M
E
C K
D B
Y
P L
O T
D A
T E
D A
T E
S O
L
IC
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A
T
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N N
U M
B E
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P R
O J E
C T
N U
M B
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C A
D D
C O
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A
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S H
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AMENDMENT NO. 0004
12/11/2020 5:13:03 PM
/8
'-0
E . A
L L
E N
E . A
L L
E N
A
C O
H E
N
A-741-0004
A -7
-0
A-741
S
IG
N A
G E
S C
H E
D U
L E
SIGN TAG
SIGN
TYPE
MESSAGE TEXT
REMARKSNUMBER WORDING
S210 A 123 ARMAMENT FLIGHT CHIEF
S211 A 117 ARMAMENT SUPPORT SECTION
S212 A 118 SUPPORT SECTION NCOIC
S213 A 103 SNC LOGISTICS SUPPORT
S214 A 116 LOGISTICS WAREHOUSE
S215 A 104 SNC LOGISTICS MANAGER
S216 A 105 SNC CLS READY ROOM
S217 A 103 SNC LOGISTICS SUPPORT
S218 A 105 SNC CLS READY ROOM
S219 A 111 SNC STORAGE
S220 B 403 SNC BAY
S221 A 110 SNC QUALITY ASSURANCE
S222 A 109 SNC AIRCRAFT MAINTENANCE MANAGER
S223 A 108 SNC FIELD MANAGER
S224 A 107 SNC FIELD MANAGER
S225 A 106 SNC FIELD MANAGER
S226 A 105 SNC CLS READY ROOM
S227 A 401 OPEN-FLOOR GUN MAINTENANCE
S228 A 117 ARMAMENT SUPPORT SECTION
S229 A 105 SNC CLS READY ROOM
S230 A 401 OPEN-FLOOR GUN MAINTENANCE
S231 A 402 CRANE SECURE WEAPONS STORAGE
S232 A 502 CREW CHIEFS TEAM ROOM
S233 A 503 SENIOR SUPERINTENDENT
S234 A 504 ASST SEC CHIEF
S235 A 505 ASSISTANT SEC CHIEF & NCOIC
S236 A 401 OPEN-FLOOR GUN MAINTENANCE
S237 A 506 PRODUCTION TEAM ROOM
S238 A 507 SPO
S239 A 508 AFETS
S240 A 510 LEAD PRODUCTION SUPERINTENDENT
S241 A 511 FSR
S242 A 512 PLANNING AND SCHEDULING
S243 A 506 PRODUCTION TEAM ROOM
S244 A 513 DEBRIEF / JOB CONTROL
S245 A 301 CTK
S246 B 501 HANGAR BAY
S247 B 501 HANGAR BAY
S248 A 301 CTK
S249 A 301 CTK
S250 A 601 SUPPLY ROOM
S251 A 601 SUPPLY ROOM
S252 A 601 SUPPLY ROOM
S253 G - "SEE DETAIL"
S254 G - "SEE DETAIL"
S255 H - "SEE DETAIL"
S256 EXT2 - "SEE DETAIL"
S257 EXT2 - "SEE DETAIL"
S258 EXT2 - "SEE DETAIL"
S259 EXT2 - "SEE DETAIL"
S260 EXT2 - "SEE DETAIL"
S261 EXT2 - "SEE DETAIL"
S262 E - EMERGENCY EXIT
S263 J - NO ENTRY
S264 J - NO ENTRY
S265 E - EMERGENCY EXIT
S266 K - CONTROLLED AREA - FIRE DEPARTMENT
ACCESS ONLY
S267 B 124 STORAGE
S268 B 241 VESTIBULE TO HANGAR BAY
S268 L - NOT AN EXIT
S269 L NOT AN EXIT
S270 B 501 TO HANGAR BAY
S271 A 301 CTK
SIGN TAG
SIGN
TYPE
MESSAGE TEXT
REMARKSNUMBER WORDING
S155 B 501 HANGAR BAY
S156 B 310 JANITOR
S157 B 305 DASH21 EQUIPMENT STORAGE
S158 B 602 HAZARDOUS STORAGE
S159 A 217 MULTI-PURPOSE ROOM
S160 B 218 SECURE COMMUNICATION ROOM
S161 A 220 MOBILITY SECTION & TRAINING
MANAGERS
S162 C - MEN A
S163 C - WOMEN A
S164 A 216 AUDITORIUM
S165 F - BUILDING DIRECTORY B
S167 A 201 CCS COMMANDER SUPPORT SECTION
S168 A 211 AMU CONFERENCE ROOM
S169 A 230 WEAPONS PRODUCTION ROOM
S170 A 212 OIC / AMU SUPERINTENDENT
S171 A 213 ASSISTANT OIC / AMU SUPERINTENDENT
S172 A 215 NURSING
S173 A 201 CCS COMMANDER SUPPORT SECTION
S174 A 202 COMMANDER SUITE
S175 A 203 COMMANDER OFFICE
S176 A 204 CONFERENCE ROOM
S177 A 205 SECTION COMMANDER
S178 A 206 MAINTENANCE OFFICER
S179 A 210 FIRST SERGEANT
S180 A 207 SUPERINTENDENT
S181 A 208 FIRST SERGEANT
S182 A 202 COMMANDER SUITE
S183 C - MEN A
S184 B 235 JANITOR
S185 C - WOMEN A
S186 A 502 CREW CHIEFS TEAM ROOM
S187 A 230 WEAPONS TEAM ROOM
S188 A 233 SEC CHIEF & ASSISTANT SEC CHIEF
S189 A 232 NCOIC & ASSISTANT NCOIC
S190 A 231 SENIOR SUPERINTENDENT
S191 A 223 SPECIALISTS TEAM ROOM
S192 A 502 CREW CHIEFS TEAM ROOM
S193 A 223 SPECIALISTS TEAM ROOM
S194 B 501 HANGAR BAY
S195 A 224 ENGINES, ELECTRIC, & HYDRO NCOIC
S196 A 225 SECURE CLASSIFIED STORAGE VAULT
S197 A 226 COMNAV, INTEGRATED AVIONICS, &
ELECTRONIC WAREFARE NCOIC
S198 A 227 ASSISTANT SECTION CHIEFS
S199 A 228 SENIOR SUPERINTENDENT
S200 A 102 BREAK ROOM
S201 C - MEN A
S202 A 101 SNC SUPPORT
S203 C - WOMEN A
S204 A 114 CONFERENCE ROOM
S205 A 114 CONFERENCE ROOM
S206 A 115 POTFF
S207 A 120 COMMON OFFICE / READY ROOM
S208 A 121 ARAMENT NCOIC
S209 A 122 CRANE FIELD SERVICE LEAD
SIGN TAG
SIGN
TYPE
MESSAGE TEXT
REMARKSNUMBER WORDING
S100 D - NO SMOKING WITHIN 50' OF BUILDING
S101 EXT4 - "SEE DETAIL"
S102 EXT1 - BUILDING NUMBER
S103 EXT4 - "SEE DETAIL"
S104 B 237 MECHANICAL ROOM
S105 B 126 COMMUNICATION ROOM
S106 D - NO SMOKING WITHIN 25' OF BUILDING
S107 EXT4 - "SEE DETAIL"
S108 B 125 ELECTRICAL ROOM
S109 E 120 EMERGENCY EXIT ONLY
S110 D - NO SMOKING WITHIN 50' OF BUILDING
S111 EXT4 - "SEE DETAIL"
S112 B 101 SNC SUPPORT
S113 B 116 LOGISTICS WAREHOUSE
S114 EXT1 - BUILDING NUMBER
S115 E - EXIT ONLY
S116 B 403 SNC BAY
S117 B 403 SNC BAY
S118 EXT1 - BUILDING NUMBER
S119 B 401 OPEN-FLOOR GUN MAINTENANCE
S120 B 514 ADMIN & SHOPS
S121 B 501 HANGAR BAY
S122 G - "SEE DETAIL"
S123 G - "SEE DETAIL"
S124 EXT1 - BULIDING NUMBER
S125 B 501 HANGAR BAY
S126 B 301 CTK
S127 B 601 SUPPLY ROOM
S128 EXT1 - BUILDING NUMBER
S129 B 601 SUPPLY ROOM
S130 B 602 HAZARDOUS STORAGE
S131 A DASH21 EQUIPMENT STORAGE
S132 EXT1 - BUILDING NUMBER
S133 B 305 DASH21 EQUIPMENT STORAGE
S134 B - EMERGENCY EXIT
S135 E - EMERGENCY EXIT
S136 EXT1 - BUILDING NUMBER
S137 B 313 MECHANICAL ROOM
S138 B 312 ELECTRICAL ROOM
S139 EXT4 - "SEE DETAIL"
S140 D - NO SMOKING WITHIN 50' OF BUILDING
S141 B 311 FIRE PUMP / FOAM ROOM
S142 B 501 HANGAR BAY
S143 E - EMERGENCY EXIT
S144 B 240 MULTI-PURPOSE / AUDITORIUM
S145 EXT1 - BUILDING NUMBER
S146 B 217 MULTI-PURPOSE ROOM
S147 B 216 AUDITORIUM
S148 A 304 LASER ETCHER ROOM
S149 A 302 SUPPORT NCOIC
S150 A 303 PRIVATE SUPPORT NCOIC
S151 C - MEN A
S152 C - WOMEN A
S153 A 301 CTK
S154 B 308 COMMUNICATION ROOM
A. PROVIDE PICTOGRAM PER SIGN REQUIREMENTS.
B. COORDINATE WITH APPROVED GOVERNMENT REPRESENTATIVE
THE ROOM NAMES TO BE LISTED ON DIRECTIONAL AND
DIRECTORY SIGN TYPE(S).
SIGNAGE REMARKS:
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GENERAL FURNITURE PLAN NOTES:
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
REFER TO ARCHITECTURAL FLOOR PLANS FOR BUILDING LAYOUT,
DIMENSIONS, AND COORDINATION TO BUILDING SYSTEMS AND
STRUCTURE.
REFER TO ELECTRICAL DRAWINGS FOR COORDINATION OF LIGHTING,
POWER, DATA, COMMUNICATIONS, AND LOCATIONS OF OTHER WALL AND
FLOOR MOUNTED ELECTRICAL DEVICES AND EQUIPMENT FOR
COORDINATION TO FURNITURE LAYOUTS. CONTRACTOR SHALL IDENTIFY
ANY CONFLICTS WITH FURNITURE LAYOUTS.
REFER TO MECHANICAL DRAWINGS FOR COORDINATION OF PLUMBING
AND HVAC SYSTEMS TO FURNITURE LAYOUTS. THERMOSTATS,
DIFFUSERS AND ACCESS PANELS SHALL NOT CONFLICT WITH FURNITURE
LAYOUTS. CONTRACTOR SHALL IDENTIFY ANY CONFLICTS WITH
FURNITURE LAYOUTS.
REFER TO FF&E PACKAGE FOR FURNITURE PROCUREMENT
INFORMATION AND BASIS OF DESIGN OR EQUIVALENT SPECIFICATIONS.
FIELD VERIFY ALL BUILDING CONDITIONS PRIOR TO INSTALLATION OF
FF&E.
FURNITURE INSTALLER/CONTRACTOR SHALL COORDINATE
POWER/COMM/DATA CONNECTIONS WITH ELECTRICAL CONTRACTOR
PRIOR TO INSTALLATION OF ELECTRIFIED FURNISHINGS.
PROVIDE BLOCKING AS REQUIRED FOR ALL WALL MOUNTED
MARKERBOARDS, TACKBOARDS, STORAGE UNITS OR AV EQUIPMENT
INCLUDING FLAT PANEL DISPLAYS OR PROJECTION SCREENS.
INSTALL MARKERBOARDS AND TACKBOARDS AT 3'-0" TO THE BOTTOM OF
THE UNIT UNLESS NOTED OTHERWISE.
INSTALL CLOCKS AT 8'-0" AFF TO CENTER OF CLOCK UNLESS OTHERWISE
NOTED.
ALL FLAT PANEL DISPLAYS TO BE INSTALLED WITH ADJUSTABLE WALL
MOUNT BRACKETS TO ALLOW FOR CONCEALMENT OF ALL CORDS AND
ELECTRICAL/COMMUNICATIONS OUTLETS BEHIND THEM. COORDINATE
FLAT PANEL DISPLAY PLACEMENTS WITH WALL BLOCKING AND
ELECTRICAL DRAWINGS.
SYSTEMS FURNISHINGS ACCESSORIES SHALL BE PROCURED AS A KIT OF
PARTS. REFER TO FF&E DOCUMENTS FOR DETAILS.
FURNITURE, FIXTURES AND EQUIPMENT (FF&E) DRAWINGS PROVIDED
FOR COORDINATION WITH BUILDING SYSTEMS ONLY.
FOR TIME ZONE CLOCK MOUNTING HEIGHTS, REFER TO THE FF&E
PACKAGE ACCESSORIES SECTION. CENTER CLOCKS HORIZONTALLY ON
WALLS UNLESS NOTED OTHERWISE.
INSTALL ARTWORK AT LOCATIONS DESIGNATED ON DRAWINGS AND IN
ROOMS SPECIFIED IN THE FF&E DOCUMENTS.
PERSONAL TRASH AND RECYCLING BASKETS NOT SHOWN ON DRAWINGS
TO BE PROVIDED AT EACH WORKSTATION AND PRIVATE OFFICE DESK.
REFER TO FF&E SPECIFICATION PACKAGE FOR QUANTITIES AND
ADDITIONAL LOCATIONS.
FURNITURE AND EQUIPMENT SHOWN DASHED AND HALFTONED SHALL BE
GOVERNMENT FURNISHED, GOVERNMENT INSTALLED (GFGI). GFGI ITEMS
ARE NOT INCLUDED IN THE FF&E PACKAGE AND ARE SHOWN FOR
COORDINATION PURPOSES ONLY. GFGI ITEMS MAY INCLUDE PRINTERS,
COPIERS, FAX MACHINES, SHREDDERS, DIGITAL SENDERS, VENDING
MACHINES AND OTHER ITEMS AS INDICATED.
FF&E CONTRACTOR TO FIELD VERIFY ALL MEASUREMENTS AND SITE
CONDITIONS TO ENSURE PROPER FIT OF ALL FF&E. FURNISHINGS SHALL
NOT OVERLAP OR OBSTRUCT DOOR FRAMES, WALL SWITCHES,
THERMOSTATS, OR OTHER WALL MOUNTED ITEMS. MODIFICATIONS TO
FURNISHINGS LAYOUTS REQUIRED TO MEET BUILDING CONDITIONS AT
THE TIME OF INSTALLATION SHALL BE THE RESPONSIBILITY OF THE FF&E
CONTRACTOR. ALL MODIFICATIONS MUST BE APPROVED IN WRITING BY A
GOVERNMENT APPROVED REPRESENTATIVE PRIOR TO INSTALLATION OF
THE FURNISHINGS.
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Mobile District
US Army Corps of
Engineers ®
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IDENTIFICATION
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