7307798 DrawingsAsOne SIGNED.pdf
PDF 18 MB Posted
- Attached to
- CP2311R - Provide Fuselage Trainer
- Solicitation number
- N400857307798
About this file
The provided document appears to be a set of drawings titled "7307798 DrawingsAsOne SIGNED.pdf" related to a federal contract opportunity identified as "CP2311R - Provide Fuselage Trainer" with Solicitation Number N400857307798. This procurement is restricted to the Civil Paving MACC contractors listed on the RFP cover letter, and the attached documents provide the scope of work and any applicable drawings. The contracting agency is the Department of the Navy Naval Facilities Engineering Command.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Amendment 0002 7307798.pdf | ||
| Amendment 0001 7307798.pdf | ||
| RFP 7307798.pdf | ||
| 7307798 SpecsAsOne SIGNED.pdf |
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Text version
7307798
7307798
7/15/2024
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7307798
AS NOTED
4445 Corporation Ln | Suite 239 | Virginia Beach, VA 23452 O: 757-213-6856 | F: 757-687-0702 www.jensenhughes.com
Lic. No. 044409
AARON P FREIDCO
M M
ON
WE
ALTH-OF-VIRGIN
IA
PROFESSIONAL-ENG
IN
EE
R
B U
IL
D
IN
G
C O
D E
/L
IF
E S
A
FE
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A
N A
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IS
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N D
L E
G E
N D
12908132
GI001
LEGEND
1. IBC INTERNATIONAL BUILDING CODE, 2021
2. UFC 1-200-01 GENERAL BUILDING REQUIREMENTS, 12 JUNE 2023
3. UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, 6 MAY 2021
4. NFPA 10 PORTABLE FIRE EXTINGUISHERS, 2024
5. NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS, 2022
6. NFPA 70 NATIONAL ELECTRICAL CODE, 2023
7. NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2022
8. NFPA 90A INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2024
9. NFPA 101 LIFE SAFETY CODE, 2024 (LSC)
APPLICABLE BUILDING CODES
USE GROUP/OCCUPANCY
FIRE PROTECTION SYSTEMS
CONSTRUCTION TYPE
BUILDING AREA & HEIGHT
FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS
EXTERIOR WALLS
INTERIOR FINISH CLASSIFICATION
AREA OCCUPANCY USE APPROX. AREA (SF)
OCCUPANT LOAD
FACTOR
(SF/PERSON)
OCCUPANT LOAD
(PERSONS)
BUSINESS 6,400 150 43
TRAVEL DISTANCES
CAPACITY OF EXITS
ADDITIONAL LIFE SAFETY CRITERIA
MEANS OF EGRESS
LIMITS (BASED ON BUSINESS / STORAGE OCCUPANCIES WITH PERMITTED REDUCTION FOR SPRINKLERS) REQUIRED PROVIDED
EXITS (TABLE A.10.2.2): MINIMUM CLASS C MINIMUM CLASS C
EXIT ACCESS CORRIDORS (TABLE A.10.2.2): MINIMUM CLASS C MINIMUM CLASS C
OTHER SPACES (TABLE A.10.2.2): MINIMUM CLASS C MINIMUM CLASS C
FLOOR FINISH: MINIMUM 0.1 W/CM2 MINIMUM 0.1 W/CM2
TRAINER AREA
7,200 45TOTAL
FLOOR LEVEL REQUIRED EXIT CAPACITY AVAILABLE EXIT CAPACITY NUMBER OF EXITS
REQUIRED
NUMBER OF EXITS
PROVIDED
FIRST FLOOR 3251045
FIRE SEPARATION DISTANCE (FSD)
FSD < 5-FT
GROUP B
1-HR
5-FT < FSD < 10-FT 1-HR
B (IBC 304.1) / BUSINESS (LSC 6.1.11) - ORDINARY HAZARD (LSC 38.1.5)
S-1 (IBC 311.2) / STORAGE (LSC 6.1.13) - ORDINARY HAZARD (LSC 42.1.5.1 & 6.2.2.3)
WET PIPE SPRINKLER SYSTEM
FIRE ALARM SYSTEM
FUSELAGE TRAINER TYPE V-B TENSION FABRIC STRUCTURE (COMBUSTIBLE MATERIAL)
BASED ON SPRINKLERED GROUP S-1 - TYPE V-B TENSION FABRIC STRUCTURE ALLOWABLE PROVIDED
BUILDING AREA (UFC 3-600-01 TABLE 4-6): 24,000-SF 7,200-SF
SEPARATION DISTANCE-CLEAR ZONE (UFC 3-600-01 TABLE 4-6): 20-FT >20-FT
NUMBER OF STORIES (IBC TABLE 504.4): 2-STORIES 1-STORY
BUILDING HEIGHT (IBC TABLE 504.3): 60-FT 30-FT
(IBC TABLE 601, TYPE V-B CONSTRUCTION) REQUIRED PROVIDED
STRUCTURAL FRAME, INCL. COLUMNS, GIRDERS & TRUSSES 0-HR 0-HR
BEARING WALLS, INTERIOR & EXTERIOR 0-HR 0-HR
NON-BEARING WALLS, INTERIOR & EXTERIOR 0-HR 0-HR
FLOOR CONSTRUCTION 0-HR 0-HR
ROOF CONSTRUCTION 0-HR 0-HR
EXTERIOR FIRE-RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE (TYPE VB)
THE DISTANCE BETWEEN THE FACILITY AND THE CLOSEST ADJACENT BUILDING IS AT LEAST 40-FT, WHICH PROVIDES A FIRE SEPARATION DISTANCE OF AT LEAST 10-FT FROM THE FACILITY TO THE IMAGINARY LOT LINE AND AT LEAST 30-FT FROM THE IMAGINARY LOT LINE TO THE ADJACENT BUILDING. THE
FACILITY IS MORE THAN 10-FT FROM THE CENTERLINE OF THE CLOSEST STREET.
OCCUPANT LOADS (LSC TABLE 7.3.1.2)
BUSINESS 150 SF/PERSON
STORAGE 500 SF/PERSON
LIMITS (BASED ON BUSINESS / STORAGE OCCUPANCIES WITH PERMITTED INCREASES FOR SPRINKLERS) REQUIRED PROVIDED
COMMON PATH OF TRAVEL (LSC TABLE A.7.6): 100-FT / 100-FT 81-FT
DEAD END CORRIDOR (LSC TABLE A.7.6): 50-FT / 100-FT 0-FT
TRAVEL DISTANCE (LSC TABLE A.7.6): 300-FT / 400-FT 81-FT
CAPACITY OF EXITS (LSC TABLE 7.3.3.1):
LEVEL COMPONENTS (WIDTH/PERSON) 0.2 IN/PERSON
NUMBER OF EXITS (LSC 7.4)
2 EXITS FOR AREAS WITH AN OCCUPANT LOAD LESS THAN 500
MEANS OF EGRESS MUST BE ILLUMINATED IN ACCORDANCE WITH LSC 7.8 (LSC 38.2.8 & 42.2.8.1). ARTIFICAL LIGHTING IS REQUIRED AT LOCATIONS AND TIMES NECESSARY
TO MAINTAIN ADEQUATE ILLUMINATION (LSC 7.8.1.2.1).
EMERGENCY LIGHTING SYSTEMS MUST BE PROVIDED IN ACCORDANCE WITH LSC 7.9. (LSC 38.2.9.1 & 42.2.9).
MEANS OF EGRESS MUST BE PROVIDED WITH SIGNS IN ACCORDANCE WITH LSC 7.10 AND UFC 3-600-01 2-5.2 (LSC 38.2.10 & 42.2.10). SIGNS MUST HAVE LETTERING ON AN OPAQUE BACKGROUND. INTERNALLY ILLUMINATED SIGNS MUST BE LIGHT EMITTING DIODE (LED) TYPE, ELECTROLUMINESCENCE (LEC), OR COLD CATHODE TYPE.
INCANDESCENT FIXTURES ARE NOT PERMITTED. RADIOLUMINOUS EXIT SIGNS ARE NOT PERMITTED (UFC 3-600-01 10-2.1).
FIRE EXTINGUISHERS MUST BE PROVIDED AND LOCATED IN ACCORDANCE WITH NFPA 10 IN BUSINESS OCCUPANCIES (LSC 38.3.5).
TD = XX FT
CPT = XX FT
X=REQUIRED EGRESS CAPACITY
Y=PROVIDED EGRESS CAPACITY
AREA (SQ. FT.)
OCCUPANT LOAD (SQ. FT./PERSON)
OCCUPANTS (PERSONS)
TRAVEL PATH AND DISTANCE
COMMON PATH OF TRAVEL DISTANCE
EXISTING FIRE EXTINGUISHER
KNOX BOX
XXX
XXX
XXX
Y X
PROVIDED
INTERIOR FIRE RESISTANCE RATINGS
NONE
GROUP S-1
2-HR
1-HR
FSD > 10-FT 0-HR 0-HR0-HR
K
STORAGE 800 500 2BALL-MAT CONVEYOR
FH
FH
FACP
RISER
30' 10'
IPL
SD-CZ
30-FT
NOTES:
FAL - FIRE ACCESS LANE (W - WIDTH)
FACP - FIRE ALARM CONTROL PANEL
FDC - FIRE DEPARTMENT CONNECTION - FREESTANDING
FDE - FIRE DEPARTMENT ENTRANCE
FH - FIRE HYDRANT
HL - HOSE LAY
IPL - IMAGINARY PROPERTY LINE
KB - KNOX BOX
PIV - POST INDICATING VALVE
RISER - SPRINKLER RISER
SD-CZ - SEPARATION DISTANCE-CLEAR ZONE
30-FT - MINIMUM 30-FT FIRE SEPARATION DISTANCE
20'
FAL (
W>2
0-F T)
FDE KB
PIVFDC
39-FT
HL - 235-FT
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7307798
AS NOTED
4445 Corporation Ln | Suite 239 | Virginia Beach, VA 23452 O: 757-213-6856 | F: 757-687-0702 www.jensenhughes.com
Lic. No. 044409
AARON P FREIDCO
M M
ON
WE
ALTH-OF-VIRGIN
IA
PROFESSIONAL-ENG
IN
EE
R
C O
D E
C O
M P
LI
A
N C
E S
IT
E
P
LA
N
12908133
GI002
A1 CODE COMPLIANCE SITE PLAN
SCALE: 1"=20'-0"
N
0 20' 40'
FORKLIFT
CHARGING
TRAINER SHELTER
RESTROOM
6,400
TD = 74-FT
CP / TD = 81-FT
K
REMOTENESS (64'-7")
BUILDING DIAGONAL (134'-2")
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7307798
AS NOTED
4445 Corporation Ln | Suite 239 | Virginia Beach, VA 23452 O: 757-213-6856 | F: 757-687-0702 www.jensenhughes.com
Lic. No. 044409
AARON P FREIDCO
M M
ON
WE
ALTH-OF-VIRGIN
IA
PROFESSIONAL-ENG
IN
EE
R
A1 LIFE SAFETY FLOOR PLAN - FUSELAGE TRAINER ENCLOSURE
SCALE: 1/8"=1'-0" N
LI
FE
S A
FE
TY
F
LO
O R
P
LA
N
FU
S
E
LA
G E
T R
A
IN
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LO
S U
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12908134
GI101
0 4' 8' 16'8'
GRAPHIC SCALE: 1/8"=1'-0"
1. FOR LIFE SAFETY GENERAL NOTES AND LEGEND SEE SHEET GI001.
GENERAL NOTES
CONSTRUCTION KEYNOTES
1. PEDESTAL MOUNTED KNOX BOX.
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7307798
NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
AE PROJECT: 23027
N O
TE
S
, L E
G E
N D
A N
D A
BB
R
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TI
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12908135
C-001
Digitally signed by John K Avolis
TN
PN
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7307798
NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
AE PROJECT: 23027
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N-
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12908136
CD101
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PR
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7307798
NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
AE PROJECT: 23027
SI
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LA
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UT
P
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12908137
CS101
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7307798
NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
AE PROJECT: 23027
SI
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P
LA
N
12908138
CG101
A
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PR
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7307798
NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
AE PROJECT: 23027
SI
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PL
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12908139
CU101
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7307798
NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
AE PROJECT: 23027
D
ET
AI
LS
12908140
CS501
C
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PR
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7307798
NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
AE PROJECT: 23027
D
ET
AI
LS
12908141
CG501
C
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PR
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LA
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7307798
NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
AE PROJECT: 23027
D
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AI
LS
12908142
CU501
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7307798
NEW BERN, NC 28561
PH.(252) 633-0068
P.O. BOX 15564
AE PROJECT: 23027
D
ET
AI
LS
12908143
CU502
24" MIN. DOWEL LENGTH
12" MAX. SPACING, 1" Ø BAR
PAINT AND OIL ONE END
1/2" - 5/8"
3/ 4"
7/
8"
NOTE: NON-ABSORBTIVE
MATERIAL REQUIRED TO
PREVENT BOND.
JOINT SEALANT
H 3"
C
LR
H /2
CONSTRUCTION JOINT @ 10" REINFORCED SLAB
3"
CUT SLOT FOR
JOINT SEALER
ONLY WHERE
SLAB IS
EXPOSED (TYP)
REINFORCEMENT
JOINT SEALER (TYP)
1/8" FIBERBOARD STRIP
SAW CUT OR
PRE-MOLDED
PLASTIC INSERTT/
3/8"
T/
T
3"
CONTROL JOINT
2'-0" MIN. 1'-0" MIN.
TYP. DEPRESSED SLAB
NOTE:
PAD DIMENSIONS, ANCHOR BOLT SIZES AND LOCATIONS,
AND OTHER EMBEDDED ITEMS MUST CONFORM TO
EQUIPMENT MANUFACTURER'S REQUIREMENTS.
6"U.O.N
OR AS
REQ'D (TYP.)
TYP. RAISED SLAB-EQUIPMENT PAD
4"
V. MISCELLANEOUS:
1. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND PME
DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS
INTO THEIR SHOP DRAWINGS AND WORK.
2. NO OPENING MAY BE MADE IN ANY STRUCTURAL MEMBER WITHOUT WRITTEN
APPROVAL OF THE CONTRACTING OFFICER.
3. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS MAY BE MADE
WITHOUT WRITTEN APPROVAL OF THE CONTRACTING OFFICER.
4. OPENINGS 1'-4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE
STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND PME DRAWINGS FOR SUCH
OPENINGS.
5. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION
LOADS APPLIED TO THE STRUCTURAL FRAMING. CONSTRUCTION LOADS MUST NOT
EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE
APPLIED.
6. FIRE PROOFING METHODS AND MATERIALS FOR STRUCTURAL MEMBERS ARE NOT
SHOWN ON STRUCTURAL DRAWINGS, UNLESS NOTED OTHERWISE. REFER TO
ARCHITECTURAL DRAWINGS FOR FIRE PROOFING METHODS AND MATERIALS.
7. DO NOT SCALE THESE DRAWINGS; USE DIMENSIONS.
LAP - SEE
SCHEDULE
90° HOOK -
SEE SCHEDULE
90° HOOK -
SEE SCHEDULE
AT CORNER AT INTERSECTION
#5
#6 #5
#3
CAST-IN-PLACE CONCRETE REINFORCING
BAR LAP & HOOK SCHEDULE
PLACEMENT OF CONTINUOUS REINFORCING FOR
BOND BEAMS, FOOTINGS AND CONCRETE WALLS
I. DESIGN CRITERIA:
1. BUILDING CODES.....................2021 IBC "INTERNATIONAL BUILDING CODE"
UFC 1-200-01, CHANGE 1, 24 FEBRUARY 2023 "GENERAL BUILDING REQUIREMENTS"
UFC 3-301-01, 11 APRIL 2023 "STRUCTURAL ENGINEERING"
UFC 4-010-01, CHANGE 2, 30 JULY 2022 “MINIMUM ANTI-TERRORISM
STANDARDS FOR BUILDINGS”
2. BUILDING OCCUPANCY CATEGORY.......................................... II
3. SUPERIMPOSED DEAD LOADS:
a)ROOF........................................................... 15 PSF
4. DESIGN LIVE LOADS:
a)ROOF........................................................... 20 PSF b)FUSELAGE TRAINER - ROLLING LOAD.............................. 2500 PSF
STATIC LOAD................................ 750 PSF
5. SNOW:
a)GROUND SNOW LOAD .............................................. 10 PSF b)FLAT ROOF SNOW LOAD............................................. 7 PSF c)SNOW EXPOSURE FACTOR, Ce ......................................... 1.0 d)IMPORTANCE FACTOR, Is ........................................... 1.0 e)THERMAL FACTOR, Ct................................................ 1.0
6. WIND:
a)BASIC WIND SPEED (3 SECOND GUST) ............................. 139 MPH b)NOMINAL WIND SPEED ........................................... 107 MPH c)WIND EXPOSURE CATEGORY.............................................. C d)RISK CATEGORY ..................................................... II e)INTERNAL PRESSURE COEFFICIENT................................ +/- 0.18 f)ROOF COMPONENTS AND CLADDING................. SEE TABLE ON SHEET S-003 g)WALL COMPONENTS AND CLADDING................. SEE TABLE ON SHEET S-003
7. SEISMIC:
a)SITE CLASS.......................................................... D b)IMPORTANCE FACTOR, Ie............................................. 1.0 c)MAPPED SPECTRAL RESPONSE ACCELERATION, Ss .................... 0.095 G d)ONE SECOND PERIOD SPECTRAL RESPONSE COEFFICIENT, S1........... 0.048 G e)SHORT PERIOD SPECTRAL RESPONSE COEFFICIENT, SDS .............. 0.102 G f)ONE SECOND PERIOD SPECTRAL RESPONSE COEFFICIENT, SD1.......... 0.077 G g)SEISMIC RESPONSE COEFFICIENT, Cs ................................ 0.07 h)RESPONSE MODIFICATION FACTOR, R i)SEISMIC DESIGN CATEGORY............................................. B j)BASIC SEISMIC FORCE RESISTING SYSTEM....PRECABRICATED CANOPY STRUCTURE i)ANALYSIS PROCEDURE............................ EQUIVALENT LATERAL FORCE j)SEISMIC BASE SHEAR ........................................... V = 1 K
II. ANTI-TERRORISM FORCE PROTECTION
1. FUSELAGE TRAINER PORTION IS CLASSIFIED AS LOW OCCUPANCY (NO ATFP
REQUIREMENTS).
III. FOUNDATIONS:
1. FOUNDATION DESIGN IS BASED ON THE FOLLOWING MAXIMUM NET ALLOWABLE BEARING
PRESSURES AS STATED IN A GEOTECHNICAL SUBSURFACE EXPLORATION AND
GEOTECHNICAL ENGINEERING REPORT BY TERRACON DATED OCTOBER 13, 2023.
1,000 PSF (THICKENED SLAB/TURN-DOWN)
300 PSF (DISTRIBUTED SLAB AREA)
IV. STRUCTURAL CONCRETE:
1. CONCRETE TO HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI,
UNLESS NOTED OTHERWISE.
2. NORMAL-WEIGHT CONCRETE TO HAVE A MAXIMUM UNIT WEIGHT OF 145 PCF, UNLESS
NOTED OTHERWISE.
3. REINFORCING STEEL MUST CONFORM TO ASTM A615, GR60, INCLUDING TIES AND
STIRRUPS, UNLESS NOTED OTHERWISE.
4. MINIMUM CONCRETE COVER MUST BE AS FOLLOWS, UNLESS NOTED OTHERWISE:
b)UNFORMED SURFACES IN CONTACT WITH THE GROUND....................... 3" c)FORMED SURFACES EXPOSED TO EARTH OR WEATHER........................ 2" d)FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER.................1 1/2"
6. REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE FINISHES. WHERE THE FINISH
IS NOT SPECIFIED, CONFORM TO REQUIREMENTS OF ACI 301.
7. PLUMBING, MECHANICAL, AND ELECTRICAL (PME) DRAWINGS MUST BE REFERRED TO
FOR DRAINS, SLEEVES, OUTLET BOXES, CONDUIT, ANCHORS, ETC.
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TYPICAL DETAILS MAY NOT BE SPECIFICALLY REFERENCED ON FOUNDATION PLANS OR FRAMING PLANS.
TYPICAL DETAILS SHOWN ON THIS SHEET APPLY THROUGHOUT THE PROJECT, IN ALL CASES, UNLESS NOTED OTHERWISE.2.
1.
TYPICAL CONSTRUCTION DETAIL NOTESA
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CONCRETE SLAB, SEE PLANS FOR DEPTH AND ADDITIONAL INFORMATION.
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DEPRESSION AREA, SEE ARCH. DWG'S FOR LOCATION AND DEPTH.
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SLAB REINFORCING
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#5 BARS @ 12" O.C. E.W. (TYP.) SEE SCHEDULE FOR LAP DIMENSIONS
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CONSTRUCTION JOINT (OPTIONAL)
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SLAB REINFORCING
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ANCHOR BOLTS AS REQ'D
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3/4" CHAMFER ON EXPOSED EDGES
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CONTINUOUS REINFORCING
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OTHER BARS
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LAP SPLICE AND 90° HOOK SCHEDULE
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* "TOP BARS" REFERS TO HORIZONTAL REINFORCING PLACED WITH MORE THAN 12" FRESH CONCRETE CAST BELOW THE REINFORCING.
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TOP BARS*
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TYPICAL CONSTRUCTION DETAILS
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DEPARTMENT OF THE NAVY
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FOUNDATION BY
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(4) #5 CONT.
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CURB SIZE TO BE
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DEPRESSION @ OPENINGS
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BENT TRANS.
#5 LONG @ TOP
ANCHORAGE TO
CONCRETE FOUNDATION
BY FABRIC STRUCTURE
MANUFACTURER
FINAL CURB SIZE TO BE
COORDINATED WITH FABRIC
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FABRIC
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SLAB ON GRADE -
SEE PLAN NOTES
3" C
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1' -6
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CIVIL DWGS.
(3) #5 CONT.
LONG @ BOTT.
#5 @ 2'-0" O.C.
BENT TRANS.
#5 LONG
NOSING BAR
SEE ARCH. DWGS. FOR SLAB
DEPRESSION @ OPENINGS
SLAB ON GRADE -
SEE PLAN NOTES
3" C
LR
A2 FOUNDATION PLAN - FUSELAGE TRAINER ENCLOSURE
SCALE: 1/8"=1'-0" N
GENERAL SHEET NOTES
GRAPHIC SCALE
3/4" = 1'-0"
SECTION
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NEW TOILET ROOM - SEE ARCH. DWGS.
AutoCAD SHX Text SUPPORT CRADLES SHOWN FOR DIAGRAMMATIC PURPOSES ONLY - CRADLES TO BE PROVIDED BY TRAINER MANUFACTURER TO DISTRIBUTE THE WEIGHT TO NOT EXCEED 750 PSF
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1. ENTIRE AREA TO RECEIVE 10" CONCRETE SLAB ON GRADE ENTIRE AREA TO RECEIVE 10" CONCRETE SLAB ON GRADE 10" CONCRETE SLAB ON GRADE REINFORCED WITH #5 BARS @ 1'-0" O.C. EA. WAY, 3" CLEAR FROM TOP OF SLAB. SLAB MUST BEAR ON 4" OF COMPACTED, . SLAB MUST BEAR ON 4" OF COMPACTED, POROUS FILL. PROVIDE VAPOR BARRIER BETWEEN POROUS FILL AND EARTH. 2. CJ (CONSTRUCTION OR CONTROL JOINTS - CONTRACTOR'S CJ (CONSTRUCTION OR CONTROL JOINTS - CONTRACTOR'S OPTION) MUST BE PLACED AT 20'-0" O.C. MAX. AS SHOWN ON PLAN. SEE TYPICAL DETAILS ON SHEET S-001. 3. CONTRACTOR MUST COORDINATE WITH SITE DRAWINGS AND CONTRACTOR MUST COORDINATE WITH SITE DRAWINGS AND PROVIDE FOOTING STEPS AS REQUIRED. SEE TYPICAL DETAIL ON SHEET S-001. 4. SEE TYPICAL CONSTRUCTION DETAILS ON SHEET S-001. SEE TYPICAL CONSTRUCTION DETAILS ON SHEET S-001. 5. SEE GENERAL NOTES ON SHEET S-001.SEE GENERAL NOTES ON SHEET S-001.
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DEPARTMENT OF THE NAVY
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TRAINER
FORKLIFT
CHARGING
BALL-MAT
CONVEYOR
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AC UNIT
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FUT
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FAN
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YARD HYDRANT
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FABRIC STRUCTURE NOTES
KEYED CONSTRUCTION NOTES
1 OVERHEAD INSULATED COILING DOOR AS SPECIFIED WITH STEEL PERIMETER FRAME, INSTALLED ON FABRIC
STRUCTURE MANUFACTURER'S SUPPORT STRUCTURE; SUPPORT STRUCTURE IS PART OF MANUFACTURER'S DELEGATED DESIGN. DOOR IS MOTORIZED; KTR MUST PROVIDE ELECTRICAL INFRASTRUCTURE FOR MOTOR
CONNECTION.
INSULATED STEEL EGRESS DOOR AND FRAME AS SPECIFIED, INSET INTO FABRIC WALL STRUCTURE.
PERIMETER DOORS AND FRAMES ARE INSTALLED / ANCHORED TO FABRIC STRUCTURE MANUFACTURER'S
SUPPORT STRUCTURE; SUPPORT STRUCTURE IS PART OF MANUFACTURER'S DELEGATED DESIGN.
CONTROL ROOM AND PLATFORM, ETC. FOR FUSELAGE TRAINER PROVIDED BY LOCKHEED MARTIN (L-M). NOTE THAT L-M WILL PROVIDE THEIR OWN CONDUIT AND CONDUCTORS FOR CONTROL ROOM ELECTRICAL CONNECTIONS, BUT KTR MUST COORDINATE WITH L-M AND PROVIDE ALL REQUIRED ELECTRICAL
INFRASTRUCTURE AT THE PANEL TO SUPPORT CONTROL ROOM & PLATFORM.
MECHANICAL UNIT & DUCTWORK FOR CONTROL ROOM PROVIDED BY LOCKHEED MARTIN (L-M). KTR MUST PROVIDE A 4" REINFORCED CONCRETE SLAB AS INDICATED, INCLUDING ELECTRICAL INFRASTRUCTURE / DISCONNECT FOR L-M PROVIDED EQUIPMENT. KTR MUST COORDINATE W/ L-M AND FABRIC STRUCTURE MANUFACTURER FOR EXACT SIZE AND LOCATION FOR DUCT OPENINGS IN THE FABRIC EXTERIOR WALL AS INDICATED. FABRIC STRUCTURE MANUFACTURE MUST PROVIDE THEIR STANDARD STEEL REINFORCED EDGE
OPENING DETAIL AND SEALANT DETAIL AT DUCT PENETRATIONS.
RING PAD EYE, SURFACE MOUNTED IN CONCRETE SLAB: PAD EYE IS FOR PULLING THE FUSELAGE TRAINER INTO PLACE VIA WINCH CABLE. PAD EYE MUST BE DESIGNED AND CONSTRUCTED FOR FUSELAGE TRAINER
LOADING, INCLUDING PROPER ANCHORAGE INTO SLAB.
8" PAINTED CMU RESTROOM STRUCTURE, INCLUDING ELECTRIC WATER COOLER, EMERGENCY EYEWASH STATION, AND CORNER MOP SINK W/ CHASE BEHIND FOR PLUMBING. SEE ENLARGED PLAN AS INDICATED.
YARD HYDRANT.
KNOX BOX LOCATION: MOUNT ON CUSTOM BUILT STEEL PEDESTAL ON CONCRETE BASE. SEE DETAIL B1/A-601.
MECHANICAL UNIT & DUCTWORK FOR OVERALL STRUCTURE: SEE MECHANICAL DRAWING SET.
KTR-PROVIDED EXHAUST FAN AND DUCTWORK FOR FUSELAGE TRAINER.
NITROGEN GENERATOR PROVIDED BY LOCKHEED MARTIN (L-M). KTR MUST COORDINATE W/ L-M TO PROVIDE APPROPRIATE ELECTRICAL INFRASTRUCTURE AND DISCONNECT FOR EQUIPMENT, INCLUDING ANY REQUIRED
SUPPORT STRUCTURES FOR PANELS, ETC. SEE ENLARGED LAYOUT PLAN A1/A-401.
KTR MUST PROVIDE INDICATED BALL MAT CONVEYOR SYSTEM AS SPECIFIED, AS DIMENSIONED.
PEDESTAL MOUNTED BATTERY CHARGING EQUIPMENT BY LOCKHEED MARTIN (L-M). KTR MUST COORDINATE W/ L-M TO PROVIDE APPROPRIATE ELECTRICAL INFRASTRUCTURE AND DISCONNECT FOR EQUIPMENT. KTR MUST PROVIDE STANDARD GALVANIZED STEEL UNISTRUT-TYPE PEDESTAL MOUNT FOR EQUIPMENT, COORDINATE WITH L-M FOR SIZE.
FABRIC STRUCTURE MANUFACTURER MUST INCLUDE AN INDUSTRIAL AIR CURTAIN IN THEIR DELEGATED DESIGN FOR INSTALLATION AT OVERHEAD COILING DOOR 101A. COORDINATE THIS REQUIREMENT WITH THE OVERALL MECHANICAL DESIGN PORTION OF THE DELEGATED DESIGN IN ORDER TO PROVIDE THE REQUIREMENT AS A BID OPTION. THE OVERALL OPENING HEIGHT OF DOOR 101A AS INDICATED MUST REMAIN AS DESIGNED EVEN IF THE AIR CURTAIN IS INCLUDED - FABRIC STRUCTURE MANUFACTURER MUST COORDINATE AIR CURTAIN INSTALLATION W/ OVERHEAD COILING DOOR INSTALLATION AND ALL STRUCTURAL
SUPPORT REQUIREMENTS.
1. FABRIC STRUCTURE IS PROVIDED BY THE KTR AS A DELEGATED DESIGN: PLANS, SECTIONS AND OTHER DETAILS SHOWN HERE ARE REPRESENTATIONAL DEPICTIONS BASED ON THE OVERALL SIZE AND REQUIREMENTS. ACTUAL TRUSS CHORD AND WEB MEMBERS, DEPTH OF TRUSS SECTION, SPACING OF WEB MEMBERS, BRACING, ANCHORAGE, ETC. ARE DETERMINED THROUGH THE SELECTED AND APPROVED MANUFACTURER'S DELEGATED DESIGN. DESIGN MUST INCORPORATE AND CONFORM TO ALL SPECIFICATION REQUIREMENTS PER SECTION 13 31
33 "FRAME SUPPORTED MEMBRANE STRUCTURES FOR PROTECTION OF AIRCRAFT".
NOTE: THE FABRIC TENT STRUCTURE HAS BEEN DESIGNED USING THE PRODUCTS OF BIG TOP FABRIC STRUCTURES AS A BASIS OF DESIGN. PROPOSED ALTERNATE PRODUCTS MUST MEET THE REQUIRED PERFORMANCE SPECIFICATIONS PER SPECIFICATION SECTION 13 31 33 "FRAME SUPPORTED MEMBRANE STRUCTURES FOR PROTECTION OF AIRCRAFT" AND PROVIDE AN EQUIVALENT QUALITY PRODUCT AS DESCRIBED IN THE CONTRACT DOCUMENTS, INCLUDING A 10-YEAR WARRANTY AND R-30 THERMAL RESISTANCE FACTOR FOR EXTERIOR ENCLOSURE. ANY ADJUSTMENT IN LAYOUT OR DIMENSIONS WHICH DIFFER FROM THOSE INDICATED ON THE PLANS MUST BE APPROVED BY THE GOVERNMENT DURING THE POST-AWARD TECHNICAL SUBMITTAL REVIEW/APPROVAL PROCESS. ALL COSTS ASSOCIATED WITH EQUIPMENT AND/OR DESIGN CHANGES MUST BE THE
RESPONSIBILITY OF THE OFFEROR AND MUST BE REFLECTED IN THEIR PROPOSAL.
2. MANUFACTURER'S DESIGN CALCULATIONS MUST BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER. NOTE THAT STRUCTURAL CALCULATIONS MUST ACCOUNT FOR ALL PROPOSED STRUCTURAL LOADING, INCLUDING LOADS IMPOSED BY OVERHEAD SUPPORTED MECHANICAL DUCTWORK AND RELATED ITEMS, SPRINKLER PIPING AND RELATED ITEMS, ETC.
3. SEE DOOR SCHEDULE SHEET A-601, IN RELATION TO ALL DOORS INDICATED IN PLAN.
D2 A-201
A2 A-201
B1 A-201
B4 A-201
120'-0"
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0"
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10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 120'-0"
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14'-0"
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C5 A-401
C4 A-301
NOTE: MANUFACTURER'S EXTERIOR
FABRIC ENCLOSURE MUST HAVE R-30
THERMAL RESISTANCE RATING. TYPICAL
FOR ROOF AND WALLS
A1 A-401
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DES
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SYM
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DESCRIPTION
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DATE
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DRAWFORM REVISION: 10 MARCH 2009
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CHK
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APPROVED
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DATE
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SEAL
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EPROJECT NO.
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IPT MARINE CORPS
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A-201
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7307798
M A.
P.
STCETIHCRAFB
BERN N.C.NEW
CERT. NO.
50679
AS NOTED
01 JUL 2024
DE A CHI
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N O
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CAH R
T C
OHJ
NE
A D
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RE
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NC
NEW
NREB
III
A2 EXTERIOR ELEVATION
SCALE: 1/8"=1'-0"
B1 EXTERIOR ELEVATION
SCALE: 1/8"=1'-0" B4 EXTERIOR ELEVATION
SCALE: 1/8"=1'-0"
D2 EXTERIOR ELEVATION
SCALE: 1/8"=1'-0"
MECHANICAL UNIT & DUCTWORK FOR FUSELAGE
TRAINER CONTROL ROOM BY LOCKHEED MARTIN
(NOT IN CONTRACT). KTR MUST COORDINATE
WITH FABRIC STRUCTURE MANUFACTURER FOR
CORRECT PENETRATION SIZES, LOCATIONS AND
EDGE DETAIL
MECHANICAL UNIT & DUCTWORK FOR
FUSELAGE TRAINER ENCLOSURE: SEE
MECHANICAL DRAWINGS
MECHANICAL UNIT & DUCTWORK FOR
FUSELAGE TRAINER ENCLOSURE: SEE
MECHANICAL DRAWINGS
MECHANICAL UNIT & DUCTWORK FOR
FUSELAGE TRAINER ENCLOSURE: SEE
MECHANICAL DRAWINGS
MECHANICAL UNIT & DUCTWORK FOR FUSELAGE
TRAINER CONTROL ROOM BY LOCKHEED MARTIN
(NOT IN CONTRACT). KTR MUST COORDINATE
WITH FABRIC STRUCTURE MANUFACTURER FOR
CORRECT PENETRATION SIZES, LOCATIONS AND
EDGE DETAIL
MECHANICAL UNIT & DUCTWORK FOR FUSELAGE
TRAINER CONTROL ROOM BY LOCKHEED MARTIN
(NOT IN CONTRACT). KTR MUST COORDINATE
WITH FABRIC STRUCTURE MANUFACTURER FOR
CORRECT PENETRATION SIZES, LOCATIONS AND
EDGE DETAIL
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DES
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DESCRIPTION
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DATE
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IPT MARINE CORPS
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NAVAL STATION - NORFOLK, VA
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PM/DM
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CHIEF ENG/ARCH
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A-301
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7307798
M A.
P.
STCETIHCRAFB
BERN N.C.NEW
CERT. NO.
50679
AS NOTED
01 JUL 2024
DE A CHI
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CAH R
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NEW
NREB
III
A2 DETAIL SECTION
SCALE: 3/4"=1'-0"
8"
2'-0"
FABRIC STRUCTURE MANUFACTURER'S
DELEGATED DESIGN FOR BENTS
FABRIC COVERING BY FABRIC
STRUCTURE MANUFACTURER
SEE STRUCTURAL DRAWINGS FOR FULL
FOUNDATION DESIGN INCLUDING
REINFORCING AND ANCHORAGE OF
STRUCTURAL BENTS
'-0
8'-
0"
'-0 " 21'-0"
'-0
2'-0" 2'-0"
30'-0" 30'-0" 60'-0"
A2 A-301
C2 BUILDING SECTION
SCALE: 1/4"=1'-0"
SEE A-601 FOR HEAD, JAMB AND SILL
DETAILS FOR OVERHEAD COILING DOOR
C4 PARTIAL SECTION
SCALE: 1/4"=1'-0"
FABRIC STRUCTURE MANUFACTURER'S
STANDARD PERIMETER FRAMING / TRUSS
MEMBER(S) FOR DOOR FRAME SUPPORT:
ENGINEERING IS INCLUDED IN THE
DELEGATED DESIGN BY THE FABRIC
STRUCTURE MANUFACTURER
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DES
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SYM
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DESCRIPTION
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DATE
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RESTROOM
UNISEX
2A
RESTROOM
WH
BFP
1D
NITROGEN
GENERATOR
EQUIPMENT
SP
KR
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2A
RESTROOM
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7307798
M A.
P.
STCETIHCRAFB
BERN N.C.NEW
CERT. NO.
50679
AS NOTED
01 JUL 2024
DE A CHI
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N O
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CAH R
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OHJ
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RE
UE
NC
NEW
NREB
III
C3 INTERIOR ELEVATION
SCALE: 1/4"=1'-0"
A3 SECTION
SCALE: 1/4"=1'-0" A5 INTERIOR ELEVATION
SCALE: 1/4"=1'-0"
C2 A-401
C2 WALL SECTION
SCALE: 1/4"=1'-0"
'-0
TOP OF CMU
'-0
TOP OF CMU
'-0
10'-8" 3'-4" M.O. 2'-0"
8'- 0"
8'-8" 2'-0" 3'-0"
1'- 6"
1'- 6"
C5 ENLARGED PLAN
SCALE: 1/4"=1'-0" N
2'- 0"
PERIMETER CURB
4" 10'-8"
4"
CORNER FLOOR
MOUNTED MOP SINK
EWC: SEE PLUMBING
DRAWINGS
EYEWASH: SEE
PLUMBING DRAWINGS
C3 A-401
A5 A-401
A3 A-401
5 6
10'-0"
1'-0"
1'- 6"
1'-0" 1'-
6"
6"
6"
1'- 0"
1'-0"
6" 3'-
0"
B1 KNOX BOX MOUNTING DETAIL
SCALE: 3"=1'-0"
PLAN
ELEVATION ELEVATION
KNOX BOX AS SPECIFIED
2' SQUARE STEEL TUBING
POST WELDED TO 1/4" x 6" x 6" STEEL BASEPLATE
CONCRETE FOUNDATION
KNOX BOX AS SPECIFIED
STEEL BASEPLATE WELDED TO
STEEL TUBING: PROVIDE MOUNTING
HOLES FOR APPROVED KNOX BOX
PRODUCT
2' SQUARE STEEL TUBING
POST WELDED TO 1/4" x 6" x 6" STEEL BASEPLATE
MITERED / WELDED
CONNECTION
5"
4"
COORDINATE DIMENSIONS W/
APPROVED KNOX BOX PRODUCT
NOTE: ALL CONNECTIONS MUST BE
COPED, WELDED & GROUND
SMOOTH PRIOR TO FINISH PAINT
APPLICATION: PROVIDE PER
SPECIFICATION PAINT TABLES
FOUR 3/8" GALVANIZED
BOLTS W/ WASHERS &
NUTS, EMBEDDED IN
CONCRETE
CONCRETE FOUNDATION AS
DIMENSIONED W/ 1" CHAMFER AT
TOP EDGE. PROVIDE #4 BAR
REINFORCING AS INDICATED, EA
WAY T&B W/ #4s VERTICAL @ EA
CORNER
'-0
TOP OF CMU
3/4" PLYWOOD CAP: PAINT
1x PAINTED WOOD TRIM
2x8 CAP/CEILING FRAMING @ 16" O.C. W/ 2x8 EDGE BAND AND SILL.
ANCHOR SILL TO CMU BOND BEAM
W/ 1/2" x 10" ANCHOR BOLTS @ 48"
MAX. O.C.
8" CMU BOND BEAM: FILL W/ PEA
GRAVEL CONCRETE W/ #4 BAR
CONTINUOUS
ACOUSTICAL TILE CEILING SYSTEM
AS SPECIFIED AT 8'-0" A.F.F.
TOP OF CMU
8" CMU WALL: SEE STRUCTURAL
DRAWINGS FOR REINFORCING IN
CMU WALL AND THICKENED SLAB
SIGN TYPE S1
WALL BASE AS SCHEDULED
SIGN TYPE S1
FLOOR MOUNTED CABINET
PRESSURE CYLINDER
FLOOR
MOUNTED CAGE
RACK MOUNTED CABINET: KTR TO
PROVIDE STEEL RACK FOR CABINET
MOUNTING
A1 NITROGEN GENERATION EQUIPMENT
SCALE: 1/4"=1'-0" N
COORDINATE WATER SUPPLY
FOR NITROGEN GENERATION
EQUIPMENT
TTD SND
PTDWR
B5 ACCESSORIES PLAN
SCALE: 1/4"=1'-0" N
SD
NOTE: SEE ACCESSORIES
SCHEDULE SHEET A-602
WATER HEATER: SEE
PLUMBING DRAWINGS
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WHITBY
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C_SINKS
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CAST IRON
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F OC A B
DOOR SCHEDULE
NOTE: SILL DETAIL OMITTED WHERE FLOORING IS CONTINUOUS ON EACH SIDE OF THE DOOR, OR SEE INTERIORS DRAWING SET FOR TRANSITION AT FLOORING MATERIAL CHANGE. SEE SPECIFICATION SECTION 08 71 00 FOR HARDWARE SETS. WHERE EXISTING DOORS AND FRAMES ARE TO BE
DEMOLISHED AND REPLACED, FIELD VERIFY ALL DOOR AND FRAME SIZES.
MARK
DOOR FRAME FIRE
RATING
REMARKS
TYPE WIDTH HT. THK. MATERIAL STC TYPE HEAD JAMB SILL MAT.
101A OC 21'-0" 18'-0" MFR STEEL N/A MFR STEEL INSULATED SLAT - MFR. STEEL FRAME
101B F 3'-0" 7'-0" 1-3/4" STEEL N/A A STEEL INSULATED - LEVEL 4 FRAME
101C F 3'-0" 7'-0" 1-3/4" STEEL N/A A STEEL INSULATED - LEVEL 4 FRAME
101D F 3'-0" 7'-0" 1-3/4" STEEL N/A A STEEL INSULATED - LEVEL 4 FRAME
102A F 3'-0" 7'-0" 1-3/4" STEEL N/A B STEEL INSULATED - LEVEL 4 FRAME
D O
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A-601
DOOR TYPES FRAME TYPES NOTE: INSIDE 'X' AND 'Y' FRAME DIMENSIONS PER
SPECIFIC DOORS: SEE SCHEDULE
NOTE: DOOR DIMENSIONS PER SPECIFIC DOORS: SEE
SCHEDULE
A
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7307798
M A.
P.
STCETIHCRAFB
BERN N.C.NEW
CERT. NO.
50679
AS NOTED
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2"
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X 2" JAMB2" JAMB
4"
HE
AD
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X 2" JAMB2" JAMB
PLANE OF FABRIC COVERING:
TERMINATION AT OPENINGS PER
MANUFACTURER'S STANDARD
DETAILING
FABRIC STRUCTURE
MANUFACTURER'S STANDARD
PERIMETER FRAMING MEMBER
FOR DOOR FRAME SUPPORT
DOOR AND FRAME AS SCHEDULED
NOTE: PROVIDE WELDED FRAMES ONLY:
KNOCK-DOWN FRAMES ARE NOT ACCEPTABLE
A5 HEAD/JAMB DETAIL
1-1/2"=1'-0"A3 HEAD/JAMB/SILL DETAIL
1-1/2"=1'-0"
NOTE: PROVIDE WELDED FRAMES ONLY:
KNOCK-DOWN FRAMES ARE NOT ACCEPTABLE
PLANE OF FABRIC COVERING:
TERMINATION AT OPENINGS PER
MANUFACTURER'S STANDARD
DETAILING
FABRIC STRUCTURE
MANUFACTURER'S STANDARD
PERIMETER FRAMING MEMBER
FOR DOOR FRAME SUPPORT
DOOR AND FRAME AS SCHEDULED
MANUFACTURER'S STANDARD CLIP:
ATTACH TO TOP OF CONCRETE
CURB
PROVIDE FRAME WITH WELDED
STEEL TAB AT CORRECT ELEVATION
IN ORDER TO BOLT TO CLIP
MANUFACTURER'S STANDARD CLIP:
ATTACH TO TOP OF CONCRETE
CURB
PROVIDE FRAME WITH WELDED
STEEL TAB AT CORRECT ELEVATION
IN ORDER TO BOLT TO CLIP
8"
TOP OF CURB
1 2" M
AX
SILL
JAMB
HEAD
HEAD
JAMB
B2 HEAD/JAMB/SILL DETAIL
1-1/2"=1'-0"
8"
TOP OF CURB
1 2" M
AX
HEAD
JAMB
SILL
PLANE OF FABRIC COVERING: TERMINATION
AT OPENINGS PER MANUFACTURER'S
STANDARD DETAILING
FABRIC STRUCTURE MANUFACTURER'S
STANDARD PERIMETER FRAMING / TRUSS
MEMBER(S) FOR DOOR FRAME SUPPORT:
ENGINEERING IS INCLUDED IN THE
DELEGATED DESIGN BY THE FABRIC
STRUCTURE MANUFACTURER
PLANE OF FABRIC COVERING, EXTENDING
THROUGH UNDERSIDE OF FRAMED OPENING
FOR OVERHEAD COILING DOOR:
TERMINATION AT OPENINGS PER
MANUFACTURER'S STANDARD DETAILING
INSULATED SLAT OVERHEAD COILING DOOR
AS SPECIFIED: ATTACH TO STRUCTURE AS
PROVIDED/DESIGNED BY FABRIC
STRUCTURE MANUFACTURER
INSULATED SLAT OVERHEAD COILING DOOR
AS SPECIFIED: ATTACH JAMB GUIDE ANGLES
TO PERIMETER STRUCTURE PROVIDED BY
FABRIC STRUCTURE MANUFACTURER
PLANE OF FABRIC COVERING: EXTENDING
THROUGH JAMB OF FRAMED OPENING FOR
OVERHEAD COILING DOOR: TERMINATION AT
OPENINGS PER MANUFACTURER'S
STANDARD DETAILING
FABRIC STRUCTURE MANUFACTURER'S
STANDARD PERIMETER FRAMING / TRUSS
MEMBER(S) FOR DOOR FRAME SUPPORT:
ENGINEERING IS INCLUDED IN THE
DELEGATED DESIGN BY THE FABRIC
STRUCTURE MANUFACTURER
SEE STRUCTURAL DRAWINGS FOR SLAB
EDGE DETAILING INCLUDING DIMENSIONS &
REINFORCING
PROVIDE 2x2x1/4" STEEL ANGLE EMBEDDED
IN SLAB EDGE TO FORM DOOR BOTTOM
DEPRESSION: 1/2" MAX DROP AT EDGE
SLOPE CONCRETE AS INDICATED
1"
TBD
NOTE: DEPTH DETERMINED BY RESULTING
DEPTH OF OPENING PERIMETER STEEL
TRUSS SUPPORTS, AS ENGINEERED BY
FABRIC STRUCTURE MANUFACTURER
1/2" EXPANSION JOINT BETWEEN EDGE OF
BUILDING SLAB AND PERIMETER PAVING
8" CMU WALL: SEE STRUCTURAL
DRAWINGS FOR REINFORCING IN
CMU WALL AND BOND BEAM LINTEL
STEEL DOOR AND FRAME AS
SCHEDULED
4" 2"
2" 2"
73 4"
73 4"
73 4"
PROVIDE "T" TYPE MASONRY
ANCHORS AT JAMB, MIN. (3) PER
JAMB
STEEL DOOR AND FRAME AS
SCHEDULED
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DEPARTMENT OF THE NAVY
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SCALE:
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STA. PROJ. NO.
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SHEET
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NAVFAC DRAWING NO.
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NAVAL FACILITIES ENGINEERING COMMAND
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DES
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DRW
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SYM
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DESCRIPTION
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DATE
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APPR
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DRAWFORM REVISION: 10 MARCH 2009
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CHK
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SATISFACTORY TO
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APPROVED
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DATE
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FOR COMMANDER NAVFAC
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SEAL
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A/E INFO
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OF
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EPROJECT NO.
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IPT MARINE CORPS
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NAVAL STATION - NORFOLK, VA
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PM/DM
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SIGN LINE 2
SIGN LINE 1
RESTROOM
SIGN TYPE S1
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7307798
M A.
P.
STCETIHCRAFB
BERN N.C.NEW
CERT. NO.
50679
AS NOTED
01 JUL 2024
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ROOM FINISH SCHEDULE SEE FINISH COLOR & MATERIAL NOTES BELOW FOR MATERIAL DESCRIPTIONS FOR NEW FINISHES.
ROOM
FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH FINISH NOTES
# NAME
101 TRAINER SHELTER CONCRETE - SEALER RESILIENT BASE (RB-1)
(EXTERIOR OF RESTROOM BLOCK)
PAINTED CMU @ EXT. OF RESTROOM (PNT-1)
PAINTED WOOD TRIM AT EDGE OF RESTROOM CAP
(PNT-2)
PAINT PER SPECIFICATION PAINT TABLES
NONE 1,2
102 RESTROOM CONCRETE - SEALER RESILIENT BASE (RB-1) PAINTED CMU (PNT-1)
PAINT PER SPECIFICATION PAINT TABLES
ACOUSTICAL CEILING TILE (ACT-1) 1,2
FINISH NOTES:
1.
2.
FABRIC STRUCTURE ELEMENTS (BENTS, TRUSSES, BRACING, ETC.) WILL HAVE FACTORY FINISHES NOT REQUIRING APPLIED
FINISHES BY KTR.
PROVIDE (PNT-2) PAINT FINISH ON STEEL DOORS AND DOOR FRAMES.
FINISH COLOR & MATERIAL NOTES:
1 MATERIAL COLOR SELECTIONS ARE MADE HEREIN TO ESTABLISH A BASELINE BASIS OF DESIGN AND ARE FOR THE
PURPOSES OF COLOR / PATTERN / TEXTURE SELECTIONS ONLY; MANUFACTURERS LISTED HEREIN ARE NOT LISTED FOR THE PURPOSE OF PRODUCT SELECTIONS. APPROVED PRODUCTS MUST MEET ALL SPECIFICATION REQUIREMENTS AND
CLOSELY APPROXIMATE COLOR SELECTIONS.
ACT-1 ARMSTRONG 'LUMAWASH' 973, 24"x 24" SQUARE EDGE.
RB-1 ARMSTRONG 'ALMOST NAVY' R48AN, RESILIENT FLOOR BASE, 4".
PNT-1 SW 6267 'SENSITIVE TINT'.
PNT-2 SW 7077 'ORIGINAL WHITE'.
5'- 0"
B4 SIGNAGE INSTALLATION
1"=1'-0" B5 SIGN TYPES
3"=1'-0"
6"
3" 3"
6"
1" RAISED TYPE
BRAILLE
5/8" RAISED TYPE
BRAILLE
1. SIGNAGE MUST HAVE LIGHT COLORED COPY
ON DARKER BACKGROUND FOR CONTRAST.
2. SEE CONSTRUCTION FLOOR PLANS FOR SIGN
LOCATIONS AND TYPES.
SIGNAGE NOTES
1. CLEARANCES AND HEIGHTS OF FIXTURES AND COMPONENTS MUST BE IN COMPLIANCE WITH
THE ABA ACCESSIBILITY STANDARD FOR DEPARTMENT OF DEFENSE FACILITIES, AS ADOPTED
BY DOD POLICY MEMORANDUM DATED OCTOBER 21, 2008.
2. ACCESSORIES SPECIFIED APPEAR ON DESIGNATED PLANS, HOWEVER NOT ALL
ACCESSORIES SHOWN HERE MAY BE SPECIFIED. COORDINATE WITH PLAN DESIGNATIONS.
TOILET ACCESSORIES SCHEDULE
TOILET TISSUE DISPENSER
GRAB BAR: 36"
GRAB BAR: 42"
GRAB BAR: L-SHAPED 24" X 18"
SANITARY NAPKIN DISPOSAL
TOILET SEAT COVER DISPENSER
SANITARY NAPKIN VENDOR
INTEGRAL TOWEL DISP. & TRASH RECEPTACLE
PAPER TOWEL DISPENSER: "C" FOLD TYPE
PAPER TOWEL DISPENSER: ROLL TYPE
ELECTRIC HAND DRYER
WALL MOUNTED MIRROR: 18" X 36"
WALL MOUNTED DIAPER CHANGING STATION
SHELF / MOP AND BROOM HOLDER
WALL MOUNTED FOLDING SHOWER SEAT
TOWEL BAR: 18"
ROBE HOOK
DESCRIPTIONMARK
TTD
GB36
GB42
LGB
SND
TCD
SNV
CTD
RTD
EHD
WMM
DCS
MH
FSS
TB
RH
PTDWR
RECESSED SOLID SURFACE SHOWER SHELFRSS
SOAP DISPENSERSD
WALL MOUNTED MIRROR (CUSTOM): SEE ELEV.WMM1
SHOWER CURTAIN RODSCR
3. SEE SPECIFICATION FOR DETAILED PRODUCT INFORMATION INCLUDING FINISHES, ETC.
4. ACCESSORIES MUST BE MOUNTED SO THAT THE DISPENSER OR OPERATING MECHANISM IS
WITHIN ACCESSIBLE FORWARD REACH RANGES AS DEFINED BY THE ABA ACCESSIBILITY
STANDARD, SECTION 308.
DESCRIPTIONMARK DESCRIPTIONMARK
SHOWER CURTAINSC
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DEPARTMENT OF THE NAVY
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SCALE:
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STA. PROJ. NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NAVFAC DRAWING NO.
AutoCAD SHX Text
NAVAL FACILITIES ENGINEERING COMMAND
AutoCAD SHX Text
DES
AutoCAD SHX Text
DRW
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
DRAWFORM REVISION: 10 MARCH 2009
AutoCAD SHX Text
CHK
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SATISFACTORY TO
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APPROVED
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ACTIVITY
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DATE
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FOR COMMANDER NAVFAC
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
A/E INFO
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OF
AutoCAD SHX Text
EPROJECT NO.
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IPT MARINE CORPS
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NAVAL STATION - NORFOLK, VA
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PM/DM
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BRANCH MANAGER
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CHIEF ENG/ARCH
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FIRE PROTECTION
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