1430035dwg12of20_Architectural.pdf
PDF 5 MB Posted
- Solicitation number
- N4008521R2524
About this file
This solicitation is for a design-bid-build construction project for the P4040 French Creek Ambulatory Care Clinic at Camp Lejeune, North Carolina. The Navy seeks design and construction services to build a new two-story ambulatory care clinic addition of approximately 40,000 square feet, including exam rooms, treatment spaces, administrative offices, and support spaces. Bids are due by February 11, 2022, with construction to be completed within 540 calendar days of the notice to proceed. The estimated value of the construction contract is $25-30 million. The set-aside is for small businesses only. The Naval Facilities Engineering Command is the contracting agency.
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B
092900.B01
042000.B01
8" 1'-0"
042000.W11
072113.R01
042000.I01
1' -7
/2
1' -0
1/ 2"
1'-8"
072726.A01 092900.B03
092200.D01 092900.B01
092900.M04 051200.B03
054000.D08 072116.R10
092200.D01 092900.B01
XBXB
F
A2
AE512
1'-6" 1'-4 3/8"
092900.B01
092200.D02
092900.B01
042000.W11
079200.Q02
072726.A01
084113.A01
092900.B01
092200.D03
042000.I01
SIM
092900.M04
079200.Q02
A3
AE512
SIM
1/ 2"
1/
2" 4"
084113.M10
051200.A06
079200.Q02
084113.M10
2'-10 3/8"
042000.B01
072113.R01
092900.B03
054000.D08
072116.R10
1' -0
1/ 2"
1'-5" 1"
092900.M04
AE501
B3
TYP
X3X3
A
092200.C02
092900.B01
042000.B01
7 5/8" 10 5/8"
1'-6 1/4"
042000.W11
072113.R01
042000.I01
042000.D03
1'-5 5/8"
7 5/8" 10"
/8
5/
8"
1' -6
/4
072726.A01
042000.B01
042000.W11
081113.D01
072113.R01
072726.A01
092900.B01 092900.M04
079200.Q01
079200.Q02
8" 4"
042000.I01
092900.B03
054000.D08
092900.B04
093010.A04
092900.B01
092200.D03
092900.B01 092200.D03 092900.A01
1/
2"
B
4.1
2" 1"
1/
2"
079200.Q02
042000.B01
042000.W11
072113.R01 072726.A01
079200.Q02
042000.W11
042000.B01
054000.D08
054000.D08
092900.B01
079500.Q12 092200.D01 092900.B01
X3X3 1'-5 5/8"
7 5/8" 7 5/8"
042000.B01
072113.R01
072726.A01
081113.D01
042000.W11
042000.D03
079200.Q02
042000.B01
092900.B03
054000.D08 092900.B01
092200.D01
1/
2"
079200.Q02
072726.A01
X4.5X4.5
A
079200.Q02 042000.B01
042000.W11 072113.R01
072726.A01
042000.D03
079200.Q02
1" 2 5/8" 042000.B01
076000.H01
072726.A01
072726.A01
042000.D03
042000.B015
5/
8"
5/ 8"
1' -3
/4
042000.B01 079200.Q02
072113.R01 072726.A01 042000.D03
042000.W11
3/8" 1
042000.J02
033000.J05
042000.J01
F
084113.A01
042000.B01
072113.R01
042000.W11
092900.B01 092900.M04
092200.D03
092900.B01
092900.B01
072726.A01
072113.R01
042000.W11 042000.B01
8" 1'-0"
1' -0
1/ 2"
AE615
B4
072726.A01
079200.Q02
5' -0
092900.B03
054000.D08
092900.B03
092900.B03
092900.B01
092200.D03
092200.D03
072116.R20
051200.B03
092200.D03
7"
SIM
079200.Q02
042000.D03 042000.J10
042000.B01
079200.Q02
072113.R01 072726.A01
042000.W11
1/2" 1
042000.J02
033000.J05
054000.D08
092900.B03
IROLFF
A R C H
I T E
C
R E
G I S
T E R E D
AR0011911
D
S
TA TE O
AD
T
A
V
W. B O
L D
T
DI
KEY NOTES 00
SHEET NOTES:
NOTES:
30"20"10"2"0
1½" = 1'-0" GRAPHIC SCALE
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F R
E N
C H
C R
E E
K A
M B
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A V
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M A
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M A
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IN
E C
O R
P S
B A
S E
C A
M P
L E
JE
U
N E
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1430035
DRAWFORM REVISION: 10 MARCH 2009
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
FOR OFFICIAL USE ONLY
4750 New Broad Street
Orlando, Florida 32814 www.rlfae.com
LICENSE #AA C000564 #EB 0000629
TBD
JGG / RSF
EJA
Approved by JOANNE KRAUSE, Director of Medical Facilities
Program Office, via Email
C :\U se rs
\m ec
\D oc um en ts \4
0-
B
LD
G -1
-A
_r
_m ec rlf ae .c om .rv t
/2
9/
:3 6:
P
M
1 1/2" = 1'-0"
E X
T E
R
IO
R P
LA
N
D E
T A
IL
S
AE501
TJH RAC CTR
12790567
11/18/20
MATERIAL NOTES
033000.J05 PREFORMED JOINT FILLER
042000.B01 BRICK VENEER MASONRY
042000.D03 CMU 8"
042000.I01 AIR SPACE
042000.J01 CONTROL JOINT
042000.J02 BRICK EXPANSION JOINT
042000.J10 CONTROL JOINT KEY
042000.W11 ADJUSTABLE BRICK TIE
051200.A06 STEEL TUBE
051200.B03 STEEL TUBE COLUMN
054000.D08 METAL STUD 8"
072113.R01 BOARD INSULATION
072116.R10 BLANKET INSULATION, UNFACED
072116.R20 SOUND ATTENUATION BATTS
072726.A01 FLUID-APPLIED AIR BARRIER, VAPOR-RETARDING
076000.H01 METAL FLASHING
079200.Q01 JOINT SEALANT
079200.Q02 BACKSTOP AND SEALANT
079500.Q12 EXPANSION JOINT, INTERIOR METAL FRAME AND PREFORMED SEAL
081113.D01 STEEL DOOR FRAME
084113.A01 GLAZED ALUMINUM STOREFRONT SYSTEM
084113.M10 ALUMINUM TRIM
092200.C02 METAL STUD RUNNER TRACK
092200.D01 METAL STUD 1 5/8"
092200.D02 METAL STUD 2 1/2"
092200.D03 METAL STUD 3 5/8"
092900.A01 GYPSUM BOARD, REGULAR 5/8"
092900.B01 GYPSUM BOARD, GLASS MAT FACED 5/8"
092900.B03 GLASS MAT FACED EXTERIOR GYPSUM SHEATHING 5/8"
092900.B04 GYPSUM BOARD TILE BACKER UNIT, GLASS MAT FACED, 5/8"
092900.M04 CORNERBEAD
093010.A04 PORCELAIN TILE
220070.C22 OVERFLOW ROOF DRAIN PIPING
A REFER TO SHEET GI010 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B REFER TO SHEETS AE801-AE802 FOR PARTITION TYPES.
C REFER TO SHEET SERIES AF FOR FINISH SCHEDULE AND KEY TO FINISHES.
D DIMENSIONS ARE TO COLUMN GRID, FACE OF CONCRETE/PRECAST, FACE OF
METAL STUD, UNO.
E BOARD THERMAL CONTINUOUS INSULATION WITHIN MASONRY WALL CAVITY
TO BE R-9 MINIMUM (1 1/2") UNO.
F REFER TO WALL SECTIONS & ELEVATIONS FOR VERTICAL DIMENSIONS
G PROVIDE A CONTIGUOUS AND CONTINUOUS AIR BARRIER ACROSS THE
ENTIRE BUILDING ENVELOPE AND ENSURE AIR BARRIER IN IN FULL CONTACT
WITH THE CONTINUOUS INSULATION.
H FULLY SEAL ALL SEAMS, GAPS, AND THE PENETRATIONS IN THE AIR BARRIER.
1 BRICK EXPANSION JOINT
2 LINE OF (EXTERIOR) BRICK ABOVE
3 LINE OF SOFFIT ABOVE
4 BUILDING EXPANSION JOINT
5 EXISTING
6 BELOW
7 COMPRESSED SEALANT JOINT TO CONTINUE HORIZONTALLY AT ROOF
EXPANSION JOINT
8 PLASTIC LAMINATE WALL SYSTEM. REFER TO DETAIL B3/IN501, SIMILAR.
9 WRAP AIR BARRIER INTO WINDOW, LOUVER, AND DOOR OPENINGS.
SCALE: 1 1/2" = 1'-0" AE101-1 D2
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" AE101-1 C4
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" AE101-2 D4
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" AE101-1 A3
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" AE101-1 A4
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" AE101-2 D3
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" AE101-2 D5
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" A5
TYP. MASONRY
EXPANSION JOIN
15"10"5"1"
3" = 1'-0" GRAPHIC SCALE
SCALE: 1 1/2" = 1'-0" AE101-1 A2
PLAN DETAIL
SCALE: 1 1/2" = 1'-0" C3
TYPICAL MASONRY
CONTROL JOINT DETAIL
AE101-1, AE101-3, AE20, AE612
SCALE: 1 1/2" = 1'-0" AE501 B3
PLAN DETAIL
AE101-2, AE203
AE101-1, AE203
DJD
mec Text Box
DSN
B
T.O. CMU
19'-4"
053000.A07
072200.P02
042000.I01 042000.B01
061000.C02
076000.M04
042000.J113
079200.Q01
072200.V06
7 1/2" 1'-0"
18'-4"
075200.A01
075200.H10
BOT OF DECK@
HIGH POINT
052100.A02
072113.R01
072200.P02
072113.R01 072726.A01
092900.B03 054000.D08
072200.P02
072200.R03
092900.B01
F
B
042000.B28
072726.A01
072113.R01
076000.H01 095100.B01
092900.B01
054000.D08
092900.M04 092900.B01 079200.Q01
051200.E01
079200.Q02
084113.A01
3 042000.J11
7 1/2" 1'-0"
042000.B01
079200.Q01
042000.W11
122413.A01
072116.R20
6 1/2" 1'-1"
095100.E01
092900.B03
042000.I02
FIRST FLR
0'-0"
B
042000.D02
076000.H01
042000.J11
042000.I02
042000.B01
072113.R01
072726.H01
033000.B01
079200.Q01
092900.B01
079200.Q01
8" 4'
-0
6 1/2"
033000.V01
042000.G10 072726.H01
042000.G10
079200.Q01 084113.A01
076000.H01
079200.Q01
AE514
A1
079200.Q01 076000.Z01
033000.A07
072726.A0110
042000.W11
072726.A01
054000.C01
054000.D08 072116.R20
066116.S04
054000.C01
092900.B01
092900.B03
7 1/2" 1'-0"11
X1X14
T.O. CMU
19'-4"
T.O. BRICK-EXIST
15'-4"
10 1/4" 6 3/4"
079200.Q01
076000.M04
061000.C02
075200.H10
072200.V06
1'-5"
042000.J11
072113.R01 042000.B01
092900.B03
079200.Q01
1 1/2"
2"
1 1/2"
076000.A02
072113.R01
072200.P02
072113.R01
075200.A01
072200.P02
072200.R03
079200.Q01 075200.H11
042000.J11
079200.Q01
076115.H01
076000.H01
075200.H11
051200.E03
092900.B01
051200.A03
079200.Q01
079200.Q01
042000.I02
072200.P02
075200.H10
079200.Q02
072726.H01
076000.Z01 079200.Q01
051200.E02
072726.A01
FFE
8" 1'-0"
072113.R01
042000.B01
042000.J11
076000.H01
042000.G10 042000.D02
033000.B01
092900.B01
054000.D08
033000.V01
033000.A06
079200.Q01
079200.Q01
042000.I02
AE514
A1
072726.A01
076000.Z01
079200.Q01
042000.W11
072116.R20
IROLFF
A R C H
I T E
C
R E
G I S
T E R E D
AR0011911
D
S
TA TE O
AD
T
A
V
W. B O
L D
T
DI
KEY NOTES 00
SHEET NOTES:
NOTES:
30"20"10"2"0
1½" = 1'-0" GRAPHIC SCALE
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F R
E N
C H
C R
E E
K A
M B
U
LA
T O
R Y
C A
R E
C
LI
N
IC
A D
D
IT
IO
N
A
LT
E
R A
T
V
IR
G
IN
IA
A V
E N
U E
JA
C
K S
O N
V
IL
LE
, N
C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
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E N
G
IN
E E
R
IN
G C
O M
M A
N D
, A T
LA
N
T
IC
N A
V A
L F
A C
IL
IT
IE
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E N
G
IN
E E
R
IN
G C
O M
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
JE
U
N E
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1430035
DRAWFORM REVISION: 10 MARCH 2009
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
FOR OFFICIAL USE ONLY
4750 New Broad Street
Orlando, Florida 32814 www.rlfae.com
LICENSE #AA C000564 #EB 0000629
TBD
JGG / RSF
EJA
Approved by JOANNE KRAUSE, Director of Medical Facilities
Program Office, via Email
C :\U se rs
\m ec
\D oc um en ts \4
0-
B
LD
G -1
-A
_r
_m ec rlf ae .c om .rv t
/2
9/
:3 7:
P
M
1 1/2" = 1'-0"
E X
T E
R
IO
R S
E C
T
IO
N D
E T
A
IL
S
AE511
TJH RAC CTR
12790568
11/18/20
SCALE: 1 1/2" = 1'-0" AE321 D4
SECTION DETAIL
SCALE: 1 1/2" = 1'-0" AE321 C4
SECTION DETAIL
SCALE: 1 1/2" = 1'-0" AE321 A4
SECTION DETAIL
1 BASE AS SCHEDULED
2 FINISHED GRADE 6" BELOW FF, TYPICAL
3 CELL VENTS @ 24" O.C. MAX
4 ROOF MEMBRANE TO LAP OVER FLUID APPLIED AIR BARRIER MEMBRANE
5 BUILDING EXPANSION JOINT
6 PAINT TO MATCH BRICK.
7 EXISTING MODIFIED BITUMEN ROOF SYSTEM
8 EXISTING BRICK VENEER ON SHEATHING OVER STRUCTURAL STUD FRAMING
9 BACKER ROD & SEALANT TO CONTINUE VERTICALLY AT WALL EXPANSION JOINT
10 WRAP AIR BARRIER INTO WINDOW, LOUVER, AND DOOR OPENINGS.
11 DIMENSION TO BE 8" AT WALLS ALONG COLUMN LINE 1.
12 DIMENSION TO BE 7" AT WALLS ALONG COLUMN LINE 1.
13 DIMENSION TO BE 7 1/2" AT WALLS ALONG COLUMN LINES B AND F.
A REFER TO SHEET GI010 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B ARCHITECTURAL ELEVATION FOR LEVEL ONE TOP OF SLAB IS DEFINED AS 0'-0".
REFER TO CIVIL FOR SLAB ELEVATIONS RELATIVE TO NORTH AMERICAN
VERTICAL DATUM (NAVD) SYTEM.
C PARAPET DIMENSIONS ARE TO TOP OF CMU/METAL STUD. COPING AND
NAILERS OCCUR ABOVE THIS DIMENSIONED HEIGHT.
D REFER TO SHEET AE111 SERIES FOR INTERIOR CEILING CONDITIONS.
E BOARD THERMAL CONTINUOUS INSULATION WITHIN MASONRY WALL CAVITY
TO BE R-9 MINIMUM (1 1/2") UNO
F REFER TO STRUCTURAL DRAWINGS FOR TOP OF STEELHEIGHTS.
G REFER TO SHEET AE612 FOR EXTERIOR GLAZING INFORMATION
H REFER TO WALL SECTIONS & ELEVATIONS FOR VERTICAL DIMENSIONS
I ALL EXTERIOR EXPOSED STEEL TO BE PAINTED
J REFER TO SHEET SERIES CS & CG FOR CIVIL INFORMATION.
K ROOF INSULATION UNDER MODIFIED BITUMEN ROOFING SYSTEM TO BE
CONTINUOUS R-20 (4") MINIMUM UNO.
L ROOF INSULATION UNDER METAL ROOFING SYSTEM TO BE CONTINUOUS R-18
(3") MINIMUM UNO.
M PROVIDE A CONTIGUOUS AND CONTINUOUS AIR BARRIER ACROSS THE ENTIRE
BUILDING ENVELOPE AND ENSURE AIR BARRIER IN IN FULL CONTACT WITH THE
CONTINUOUS INSULATION.
N FULLY SEAL ALL SEAMS, GAPS, AND THE PENETRATIONS IN THE AIR BARRIER.
SCALE: 1 1/2" = 1'-0" AE102 C3
SECTION DETAIL
SCALE: 1 1/2" = 1'-0" AE321 A3
SECTION DETAIL
MATERIAL NOTES
072726.A01 FLUID-APPLIED AIR
BARRIER,
VAPOR-RETARDING
072726.H01 MEMBRANE FLASHING
STRIP
075200.A01 MODIFIED BITUMEN
ROOFING SYSTEM
075200.H10 MODIFIED BITUMEN WALL
FLASHING
075200.H11 MODIFIED BITUMEN BASE
FLASHING
076000.A02 ROOF-TO-WALL ROOF
EXPANSION JOINT
SYSTEM
076000.H01 METAL FLASHING
076000.M04 PARAPET COPING
076000.Z01 TERMINATION BAR
076115.H01 METAL FLASHING
079200.Q01 JOINT SEALANT
079200.Q02 BACKSTOP AND SEALANT
084113.A01 GLAZED ALUMINUM
STOREFRONT SYSTEM
092900.B01 GYPSUM BOARD, GLASS
MAT FACED 5/8"
092900.B03 GLASS MAT FACED
EXTERIOR GYPSUM
SHEATHING 5/8"
092900.M04 CORNERBEAD
095100.B01 EXPOSED-GRID
ACOUSTICAL CEILING
SYSTEM
095100.E01 WALL ANGLE
122413.A01 WINDOW SHADES
MATERIAL NOTES
033000.A06 CONCRETE FOOTING
033000.A07 CONCRETE FOUNDATION
033000.B01 CONCRETE SLAB
033000.V01 VAPOR BARRIER
042000.B01 BRICK VENEER MASONRY
042000.B28 LIPPED BRICK
042000.D02 CMU 6"
042000.G10 GROUT SOLID
042000.I01 AIR SPACE
042000.I02 CAVITY DRAINAGE MESH
042000.J11 WEEP HOLE
042000.W11 ADJUSTABLE BRICK TIE
051200.A02 STEEL WIDE FLANGE
BEAM
051200.A03 STEEL TUBE BEAM
051200.E01 STEEL ANGLE
051200.E02 STEEL PLATE
051200.E03 STEEL PLATE, BENT
052100.A02 OPEN WEB STEEL JOIST
053000.A07 STEEL ROOF DECK
054000.C01 METAL STUD RUNNER
TRACK
054000.D08 METAL STUD 8"
061000.C02 CONTINUOUS WOOD
BLOCKING
066116.S04 SOLID SURFACING
WINDOW STOOL
072113.R01 BOARD INSULATION
072116.R20 SOUND ATTENUATION
BATTS
072200.P02 GLASS MAT GYPSUM
PROTECTION BOARD
072200.R03 TAPERED ROOF
INSULATION
072200.V06 VAPOR RETARDER
AE102, AE322, AE521
DJD
mec
XCXC
076115.V04 4 1/2" / 1
'-0"
042000.B01
072113.R01
076115.S03
076115.A02
072200.R02
053000.A05
051200.A05
072200.P02
042000.J11
042000.I02
AE512
B4
042000.W11
8 9
042000.B01
042000.J11
072113.R01
042000.I02
076115.A02
072200.P02
076115.S03
072200.R02
076115.E01
054000.D01
054000.E02
072726.A01
076115.V04
079200.Q02
076115.H01
076115.V04
4"
079200.Q011
042000.B01
072726.H01
076000.H01
072726.H01
072726.A01
079200.Q01
076000.Z01
XBXB F
M A
T C
H E
X
IS
T
076115.A02
076115.E01
076115.S03
072200.R02
076115.P03076115.M03
061000.P01
072113.R01
061000.C02
072726.A01
072726.A01
079200.Q02
084113.A01
8 1/2"
088100.A22
092900.B03
072113.R01
054000.E01
076115.M03
072200.P02
051200.A02
084113.M10
051200.A03
FIRST FLR
0'-0"
XBXB
084113.A01
042000.B01
042000.G10
076000.H01
079200.Q01
072726.H01
042000.D03
042000.D01
042000.D03
042000.B01
072113.R01
042000.D05
1'-6"
079200.Q01
2"
033000.A07
033000.V01
033000.J05
4"
084113.M10 051200.A06
061000.C02
051200.E02
3/ 8"
AE514
A1
AE616
A2
SIM
T.O. CMU
19'-4"
4.1
076000.M04
061000.C02
076000.M04
079200.Q01
042000.J11
072726.A01
042000.W11
092900.B03
054000.D06
072113.R01
075200.A01
072200.P02
053000.A07
092900.B01
079200.Q01
072200.C04
10 1/4" 6 3/4"
072200.P02
072113.R01
BOT OF DECK
VARIES
2 1/8" 6" 6 3/4"
075200.H10
072726.A01
1'-2 7/8"
2 1/8"
X1X14 4.1
076115.V04 076115.A02
6"
7'-10"
042000.B01
092900.B03
042000.J11
072200.P02
051200.E03
042000.D01
051200.E02
092200.D81
092900.A01
092900.B01
10 1/4" 6 3/4"
072200.R02
079200.Q02
079200.Q01
072726.A01
079200.Q01
076115.H01
054000.D06
042000.D01 053000.A05
061000.C02
076115.J10
092900.M04
092200.D02
1'-5"
079200.Q02
076000.H01
042000.G10 079200.Q01
1'-6" 1'-5"
076000.H017
8'-0"
BOT OF STEEL
SOFFIT
051200.A06
092200.D02
079200.Q01
079200.Q01
076000.Z01
042000.I02
1"
092900.B01
092200.D81
092200.D81
IROLFF
A R C H
I T E
C
R E
G I S
T E R E D
AR0011911
D
S
TA TE O
AD
T
A
V
W. B O
L D
T
DI
SHEET NOTES:
NOTES:
30"20"10"2"0
1½" = 1'-0" GRAPHIC SCALE
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F R
E N
C H
C R
E E
K A
M B
U
LA
T O
R Y
C A
R E
C
LI
N
IC
A D
D
IT
IO
N
A
LT
E
R A
T
V
IR
G
IN
IA
A V
E N
U E
JA
C
K S
O N
V
IL
LE
, N
C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
, A T
LA
N
T
IC
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
JE
U
N E
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1430035
DRAWFORM REVISION: 10 MARCH 2009
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
FOR OFFICIAL USE ONLY
4750 New Broad Street
Orlando, Florida 32814 www.rlfae.com
LICENSE #AA C000564 #EB 0000629
TBD
JGG / RSF
EJA
Approved by JOANNE KRAUSE, Director of Medical Facilities
Program Office, via Email
C :\U se rs
\m ec
\D oc um en ts \4
0-
B
LD
G -1
-A
_r
_m ec rlf ae .c om .rv t
/2
9/
:3 7:
P
M
As indicated
E X
T E
R
IO
R S
E C
T
IO
N D
E T
A
IL
S
AE512
TJH RAC CTR
12790569
11/18/20
SCALE: 1 1/2" = 1'-0" AE321 C4
SECTION DETAIL
A REFER TO SHEET GI010 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B REFER TO SHEET SERIES CI FOR CIVIL INFORMATION.
C PARAPET DIMENSIONS ARE TO TOP OF CMU/METAL STUD. COPING AND
NAILERS OCCUR ABOVE THIS DIMENSIONED HEIGHT.
D REFER TO SHEET SERIES AE111 FOR INTERIOR CEILING CONDITIONS.
E ROOF INSULATION TO BE CONTINUOUS R-20 (4") MINIMUM UNO.
F ARCHITECTURAL ELEVATION FOR LEVEL ONE TOP OF SLAB IS DEFINED AS 0'-0".
REFER TO CIVIL FOR SLAB ELEVATIONS RELATIVE TO NORTH AMERICAN
VERTICAL DATUM (NAVD) SYTEM.
G BOARD THERMAL CONTINUOUS INSULATION WITHIN MASONRY WALL CAVITY TO
BE R-9 MINIMUM (1 1/2") UNO
H REFER TO WALL SECTIONS FOR VERTICAL DIMENSIONS
I ALL EXTERIOR EXPOSED STEEL TO BE PAINTED
J PROVIDE A CONTIGUOUS AND CONTINUOUS AIR BARRIER ACROSS THE ENTIRE
BUILDING ENVELOPE AND ENSURE AIR BARRIER IN IN FULL CONTACT WITH THE
CONTINUOUS INSULATION.
K WRAP AIR BARRIER INTO WINDOW, LOUVER, AND DOOR OPENINGS. REFER TO
SHEETS AE615-AE616AND SHEET AE621 FOR EXTERIOR STOREFRONT AND
DOOR DETAILS.
L FULLY SEAL ALL SEAMS, GAPS, AND THE PENETRATIONS IN THE AIR BARRIER.
MATERIAL NOTES
076115.E01 CONCEALED PANEL CLIP
076115.H01 METAL FLASHING
076115.J10 EXPANSION JOINT
COVER
076115.M03 FASCIA
076115.P03 METAL SOFFIT PANEL
SYSTEM
076115.S03 MOLDED CLOSURE
STRIPS
076115.V04 HIGH TEMPERATURE
RESISTANT
UNDERLAYMENT
079200.Q01 JOINT SEALANT
079200.Q02 BACKSTOP AND
SEALANT
084113.A01 GLAZED ALUMINUM
STOREFRONT SYSTEM
084113.M10 ALUMINUM TRIM
088100.A22 INSULATING-LAMINATED
GLASS UNIT
092200.D02 METAL STUD 2 1/2"
092200.D81 FURRING CHANNEL,
HAT-SHAPED
092900.A01 GYPSUM BOARD,
REGULAR 5/8"
092900.B01 GYPSUM BOARD, GLASS
MAT FACED 5/8"
092900.B03 GLASS MAT FACED
EXTERIOR GYPSUM
SHEATHING 5/8"
092900.M04 CORNERBEAD
MATERIAL NOTES
033000.A07 CONCRETE FOUNDATION
033000.J05 PREFORMED JOINT
FILLER
033000.V01 VAPOR BARRIER
042000.B01 BRICK VENEER
MASONRY
042000.D01 CMU 4"
042000.D03 CMU 8"
042000.D05 CMU BOND BEAM
042000.G10 GROUT SOLID
042000.I02 CAVITY DRAINAGE MESH
042000.J11 WEEP HOLE
042000.W11 ADJUSTABLE BRICK TIE
051200.A02 STEEL WIDE FLANGE
BEAM
051200.A03 STEEL TUBE BEAM
051200.A05 STEEL CHANNEL
051200.A06 STEEL TUBE
051200.E02 STEEL PLATE
051200.E03 STEEL PLATE, BENT
053000.A05 ACOUSTICAL STEEL
DECK
053000.A07 STEEL ROOF DECK
054000.D01 METAL STUD
054000.D06 METAL STUD 6"
054000.E01 METAL CLIP ANGLE
054000.E02 METAL BACKING PLATE
061000.C02 CONTINUOUS WOOD
BLOCKING
061000.P01 PLYWOOD PANEL
072113.R01 BOARD INSULATION
072200.C04 PREFORMED CANT
072200.P02 GLASS MAT GYPSUM
PROTECTION BOARD
072200.R02 ROOF INSULATION
BOARD
072726.A01 FLUID-APPLIED AIR
BARRIER,
VAPOR-RETARDING
072726.H01 MEMBRANE FLASHING
STRIP
075200.A01 MODIFIED BITUMEN
ROOFING SYSTEM
075200.H10 MODIFIED BITUMEN
WALL FLASHING
076000.H01 METAL FLASHING
076000.M04 PARAPET COPING
076000.Z01 TERMINATION BAR
076115.A02 STANDING-SEAM METAL
ROOF PANEL SYSTEM
SCALE: 3" = 1'-0" AE512 B4
SECTION DETAIL
1 SET ON A BED OF SEALANT
2 FINISHED GRADE 6" BELOW FF, TYPICAL
3 CELL VENTS @ 24" O.C. MAX
4 ROOF MEMBRANE TO LAP OVER FLUID APPLIED AIR BARRIER MEMBRANE
5 LINE OF BRICK BEYOND
6 ALIGN TO EXISTING BRICK BEYOND
7 GROUT POUR STOP
8 REUSE SALVAGED BRICK
9 EXISTING SHEATHING ON STRUCTURAL STUD FRAMING
10 SELF ADHERING HIGH TEMPERATURE UNDERLAYMENT
11 EXISTING
12 BUILDING EXPANSION JOINT
13 PLASTIC LAMINATE SOFFIT SYSTEM. REFER TO DETAIL C3/IN501, SIMILAR.
SCALE: 1 1/2" = 1'-0" AE201 B3
SECTION DETAIL
SCALE: 1 1/2" = 1'-0" AE321 A3
SECTION DETAIL
SCALE: 1 1/2" = 1'-0" AE321 C2
SECTION DETAIL
SCALE: 1 1/2" = 1'-0" AE102 A2
SECTION DETAIL
15"10"5"1"
3" = 1'-0" GRAPHIC SCALE
KEY NOTES 00
AE102, AE111-1, AE111-3, AE201, AE321, AE501
AE201, AE321
AE321, AE501
DJD
mec
T.O. CMU
19'-4"
7 5/8" 7 5/8"
2 1/8"
1'-5 3/8"
076000.M04
079200.Q01
042000.J11
042000.B01
072113.R01
072726.A01
042000.D03
075200.H10
075200.A01
072200.P02
072200.P02
072113.R01
053000.A07
052100.A02
072200.C04
072200.V06
042000.I01
042000.W11
042000.D05
072726.A01
16'-10 3/4"
BOT OF DECK@
LOW POINT
061000.C02
072200.P02
072113.R01
061000.C02 075200.H10
FIRST FLR
0'-0"
MECH
-4'-0"
092900.B01
079200.Q01
033000.V01
033000.B01
033000.J07
033000.A04
042000.D03
033000.V01
071700.A02
079200.Q01
092200.D02
033000.A07
X3X3
T.O. CMU
19'-4"
7 5/8" 7 5/8"
2 1/8"
1'-5 3/8"
1/4"
076000.M04
061000.C02
079200.Q01
042000.J11
042000.B01 072113.R01
042000.W11
075200.H10
075200.A01
072200.P02
072113.R01
072200.P02
053000.A07
051200.E01
042000.D05
061000.C02
072200.C04
BOT OF DECK
VARIES
072200.P02 072113.R01
042000.W11
042000.I01 072726.A01
042000.B01
042000.B28
072726.A01 092900.B03
054000.D03
042000.J11
072113.R01
8" 1'-0"
076115.P03076115.M01 079200.Q01
092900.B03
054000.D08 072116.R20
051200.E01
076000.H01
072726.A01
092900.B01 054000.D08
095100.B01
092900.M04 092900.B01
084113.A03
051200.E01
079200.Q02
042000.B28
042000.J11
042000.B01
072726.A01 092900.B03
054000.D03
054000.C01
079200.Q01
072116.R10
076115.P03
6 1/2"
095100.E01
072116.R10
092900.B03 072726.A01
7 1/2"
A
042000.D03
072113.R01
042000.W11
042000.D05
042000.J12
076000.H01
042000.I02
072726.A01
3"
051200.E03
042000.B28
083323.A02
7 5/8" 7 5/8"
1'-3 1/4"
042000.B01
042000.B015
MECH
-4'-0"
A
033000.J05
079200.Q01
083323.A02
033000.V01
3/ 8"
033000.B01
072113.R01
FIRST FLR
0'-0"
084113.A01
033000.V01
079200.Q01
TYP.
2'-0"
072113.R01
IROLFF
A R C H
I T E
C
R E
G I S
T E R E D
AR0011911
D
S
TA TE O
AD
T
A
V
W. B O
L D
T
DI
KEY NOTES 00
SHEET NOTES:
NOTES:
30"20"10"2"0
1½" = 1'-0" GRAPHIC SCALE
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F R
E N
C H
C R
E E
K A
M B
U
LA
T O
R Y
C A
R E
C
LI
N
IC
A D
D
IT
IO
N
A
LT
E
R A
T
V
IR
G
IN
IA
A V
E N
U E
JA
C
K S
O N
V
IL
LE
, N
C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
, A T
LA
N
T
IC
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
JE
U
N E
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1430035
DRAWFORM REVISION: 10 MARCH 2009
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
FOR OFFICIAL USE ONLY
4750 New Broad Street
Orlando, Florida 32814 www.rlfae.com
LICENSE #AA C000564 #EB 0000629
TBD
JGG / RSF
EJA
Approved by JOANNE KRAUSE, Director of Medical Facilities
Program Office, via Email
C :\U se rs
\m ec
\D oc um en ts \4
0-
B
LD
G -1
-A
_r
_m ec rlf ae .c om .rv t
/2
9/
:3 7:
P
M
1 1/2" = 1'-0"
E X
T E
R
IO
R S
E C
T
IO
N D
E T
A
IL
S
AE513
TJH RAC CTR
12790570
11/18/20
MATERIAL NOTES
072726.A01 FLUID-APPLIED AIR
BARRIER,
VAPOR-RETARDING
075200.A01 MODIFIED BITUMEN
ROOFING SYSTEM
075200.H10 MODIFIED BITUMEN WALL
FLASHING
076000.H01 METAL FLASHING
076000.M04 PARAPET COPING
076115.M01 METAL TRIM
076115.P03 METAL SOFFIT PANEL
SYSTEM
079200.Q01 JOINT SEALANT
079200.Q02 BACKSTOP AND SEALANT
083323.A02 INSULATED OVERHEAD
COILING DOOR
084113.A01 GLAZED ALUMINUM
STOREFRONT SYSTEM
084113.A03 FULL GLAZED STILE AND
RAIL DOOR
092200.D02 METAL STUD 2 1/2"
092900.B01 GYPSUM BOARD, GLASS
MAT FACED 5/8"
092900.B03 GLASS MAT FACED
EXTERIOR GYPSUM
SHEATHING 5/8"
092900.M04 CORNERBEAD
095100.B01 EXPOSED-GRID
ACOUSTICAL CEILING
SYSTEM
095100.E01 WALL ANGLE
MATERIAL NOTES
033000.A04 CONCRETE WALL
033000.A07 CONCRETE FOUNDATION
033000.B01 CONCRETE SLAB
033000.J05 PREFORMED JOINT
FILLER
033000.J07 WATERSTOP
033000.V01 VAPOR BARRIER
042000.B01 BRICK VENEER MASONRY
042000.B28 LIPPED BRICK
042000.D03 CMU 8"
042000.D05 CMU BOND BEAM
042000.I01 AIR SPACE
042000.I02 CAVITY DRAINAGE MESH
042000.J11 WEEP HOLE
042000.J12 CELLULAR PLASTIC WEEP
VENT
042000.W11 ADJUSTABLE BRICK TIE
051200.E01 STEEL ANGLE
051200.E03 STEEL PLATE, BENT
052100.A02 OPEN WEB STEEL JOIST
053000.A07 STEEL ROOF DECK
054000.C01 METAL STUD RUNNER
TRACK
054000.D03 METAL STUD 3 5/8"
054000.D08 METAL STUD 8"
061000.C02 CONTINUOUS WOOD
BLOCKING
071700.A02 COMPOSITE
POLYETHYLENE/BENTONI
TE WATERPROOFING
SYSTEM
072113.R01 BOARD INSULATION
072116.R10 BLANKET INSULATION,
UNFACED
072116.R20 SOUND ATTENUATION
BATTS
072200.C04 PREFORMED CANT
072200.P02 GLASS MAT GYPSUM
PROTECTION BOARD
072200.V06 VAPOR RETARDER
A REFER TO SHEET GI010 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B ARCHITECTURAL ELEVATION FOR LEVEL ONE TOP OF SLAB IS DEFINED AS 0'-0".
REFER TO CIVIL FOR SLAB ELEVATIONS RELATIVE TO NORTH AMERICAN
VERTICAL DATUM (NAVD) SYTEM.
C PARAPET DIMENSIONS ARE TO TOP OF CMU/METAL STUD. COPING AND
NAILERS OCCUR ABOVE THIS DIMENSIONED HEIGHT.
D REFER TO SHEET AE111 SERIES FOR INTERIOR CEILING CONDITIONS.
E BOARD THERMAL CONTINUOUS INSULATION WITHIN MASONRY WALL CAVITY
TO BE R-9 MINIMUM (1 1/2") UNO
F REFER TO STRUCTURAL DRAWINGS FOR TOP OF STEELHEIGHTS.
G REFER TO SHEET AE612 FOR EXTERIOR GLAZING INFORMATION
H REFER TO WALL SECTIONS & ELEVATIONS FOR VERTICAL DIMENSIONS
I ALL EXTERIOR EXPOSED STEEL TO BE PAINTED
J REFER TO SHEET SERIES CS & CG FOR CIVIL INFORMATION.
K ROOF INSULATION UNDER MODIFIED BITUMEN ROOFING SYSTEM TO BE
CONTINUOUS R-20 (4") MINIMUM UNO.
L ROOF INSULATION UNDER METAL ROOFING SYSTEM TO BE CONTINUOUS R-18
(3") MINIMUM UNO.
M PROVIDE A CONTIGUOUS AND CONTINUOUS AIR BARRIER ACROSS THE ENTIRE
BUILDING ENVELOPE AND ENSURE AIR BARRIER IN IN FULL CONTACT WITH THE
CONTINUOUS INSULATION.
N FULLY SEAL ALL SEAMS, GAPS, AND THE PENETRATIONS IN THE AIR BARRIER.
SCALE: 1 1/2" = 1'-0" AE321 D4
SECTION DETAIL
SCALE: 1 1/2" = 1'-0" AE301 A2
SECTION DETAIL
SCALE: 1 1/2" = 1'-0" AE322 D2
SECTION DETAIL
1 BASE AS SCHEDULED
2 FINISHED GRADE 6" BELOW FF, TYPICAL
3 CELL VENTS @ 24" O.C. MAX
4 ROOF MEMBRANE TO LAP OVER FLUID APPLIED AIR BARRIER MEMBRANE
5 SOLDIER
6 DRAINAGE BOARD
7 PAINT TO MATCH BRICK.
8 WRAP AIR BARRIER INTO WINDOW, LOUVER, AND DOOR OPENINGS.
9 HEMMED METAL WITH DRIP EDGE
10 DIMENSION TO BE 7 1/2" AT WALLS ALONG COLUMN LINES B AND F.
SCALE: 1 1/2" = 1'-0" AE111-1 B2
SECTION DETAIL
SCALE: 1 1/2" = 1'-0" AE321 B3
SECTION DETAIL
SCALE: 1 1/2" = 1'-0" AE321 B4
SECTION DETAIL
SCALE: 1 1/2" = 1'-0" AE321 A4
SECTION DETAIL
SCALE: 1 1/2" = 1'-0" AE201 A3
SECTION DETAIL
AE111-1, AE203, AE321
AE201, AE321
DJD
mec
X3X3
MECH
-4'-0"
072726.H01
042000.D03
072726.A01
072113.R01
076000.H01
042000.J11
042000.B01
079200.Q01
076000.H01
076000.Z01
071700.A02
079200.Q01
076000.Z01
079200.Q01
033000.A06
042000.Z01
AE514
A1
076000.Z01
079200.Q01
042000.I02
4'-0"
051200.E01
033000.V01
076000.Z01
071700.W12
071700.A02
071700.W12
071700.A02
033000.A01
033000.B01
055013.T03
055013.W01
033000.A04
033000.J07
MECH
-4'-0"
-10'-0"
055013.E01
033000.V01
033000.B01
079200.Q01
042000.A12
IROLFF
A R C H
I T E
C
R E
G I S
T E R E D
AR0011911
D
S
TA TE O
AD
T
A
V
W. B O
L D
T
DI
KEY NOTES 00
SHEET NOTES:
NOTES:
30"20"10"2"0
1½" = 1'-0" GRAPHIC SCALE
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F R
E N
C H
C R
E E
K A
M B
U
LA
T O
R Y
C A
R E
C
LI
N
IC
A D
D
IT
IO
N
A
LT
E
R A
T
V
IR
G
IN
IA
A V
E N
U E
JA
C
K S
O N
V
IL
LE
, N
C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
, A T
LA
N
T
IC
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
JE
U
N E
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1430035
DRAWFORM REVISION: 10 MARCH 2009
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
FOR OFFICIAL USE ONLY
4750 New Broad Street
Orlando, Florida 32814 www.rlfae.com
LICENSE #AA C000564 #EB 0000629
TBD
JGG / RSF
EJA
Approved by JOANNE KRAUSE, Director of Medical Facilities
Program Office, via Email
C :\U se rs
\m ec
\D oc um en ts \4
0-
B
LD
G -1
-A
_r
_m ec rlf ae .c om .rv t
/2
9/
:3 7:
P
M
As indicated
E X
T E
R
IO
R S
E C
T
IO
N D
E T
A
IL
S
AE514
TJH RAC CTR
12790571
11/18/20
SCALE: 1 1/2" = 1'-0" AE322 A3
SECTION DETAIL
SCALE: 3/4" = 1'-0" AE101-2 A4
SECTION DETAIL
4"
3/4" = 1'-0" GRAPHIC SCALE
0 1' 2' 3' 5'4'
MATERIAL NOTES
033000.A01 CAST-IN-PLACE CONCRETE
033000.A04 CONCRETE WALL
033000.A06 CONCRETE FOOTING
033000.B01 CONCRETE SLAB
033000.J07 WATERSTOP
033000.V01 VAPOR BARRIER
042000.A12 MASONRY
042000.B01 BRICK VENEER MASONRY
042000.D03 CMU 8"
042000.I02 CAVITY DRAINAGE MESH
042000.J11 WEEP HOLE
042000.Z01 PARGE COAT
051200.E01 STEEL ANGLE
055013.E01 STEEL ANGLE
055013.T03 EXPANSION BOLT
055013.W01 STEEL BAR GRATING
071700.A02 COMPOSITE POLYETHYLENE/BENTONITE WATERPROOFING
SYSTEM
071700.W12 DRAINAGE PANEL
072113.R01 BOARD INSULATION
072726.A01 FLUID-APPLIED AIR BARRIER, VAPOR-RETARDING
072726.H01 MEMBRANE FLASHING STRIP
076000.H01 METAL FLASHING
076000.Z01 TERMINATION BAR
079200.Q01 JOINT SEALANT
A REFER TO SHEET GI010 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B ARCHITECTURAL ELEVATION FOR LEVEL ONE TOP OF SLAB IS DEFINED AS 0'-0".
REFER TO CIVIL FOR SLAB ELEVATIONS RELATIVE TO NORTH AMERICAN
VERTICAL DATUM (NAVD) SYTEM.
C PARAPET DIMENSIONS ARE TO TOP OF CMU/METAL STUD. COPING AND
NAILERS OCCUR ABOVE THIS DIMENSIONED HEIGHT.
D REFER TO SHEET AE111 SERIES FOR INTERIOR CEILING CONDITIONS.
E BOARD THERMAL CONTINUOUS INSULATION WITHIN MASONRY WALL CAVITY
TO BE R-9 MINIMUM (1 1/2") UNO
F REFER TO STRUCTURAL DRAWINGS FOR TOP OF STEELHEIGHTS.
G REFER TO SHEET AE612 FOR EXTERIOR GLAZING INFORMATION
H REFER TO WALL SECTIONS & ELEVATIONS FOR VERTICAL DIMENSIONS
I ALL EXTERIOR EXPOSED STEEL TO BE PAINTED
J REFER TO SHEET SERIES CS & CG FOR CIVIL INFORMATION.
K ROOF INSULATION UNDER MODIFIED BITUMEN ROOFING SYSTEM TO BE
CONTINUOUS R-20 (4") MINIMUM UNO.
L ROOF INSULATION UNDER METAL ROOFING SYSTEM TO BE CONTINUOUS R-18
(3") MINIMUM UNO.
M PROVIDE A CONTIGUOUS AND CONTINUOUS AIR BARRIER ACROSS THE ENTIRE
BUILDING ENVELOPE AND ENSURE AIR BARRIER IN IN FULL CONTACT WITH THE
CONTINUOUS INSULATION.
N FULLY SEAL ALL SEAMS, GAPS, AND THE PENETRATIONS IN THE AIR BARRIER.
1 PERFORATED PIPE. REFER TO PLUMBING DRAWINGS
2 TROWEL APPLIED SEALANT
3 COMPRESSABLE MATERIAL
4 BRICK/ BLOCK TO STEP WITH GRADE - DO NOT EXPOSE CMU BLOCK
5 SUMP PIT - REFER TO STRUCUTRAL AND PLUMBING DRAWINGS
SCALE: 6" = 1'-0" AE322 A1
SECTION DETAIL
6"4"2"1"
6" = 1'-0" GRAPHIC SCALE
0 8"
AE322, AE511
DJD
mec
42" ABOVE
FINISHED ROOF
099000.A01
077200.R01
077200.A01
1" 12"
220070.C23
072200.P02
053000.A07
072200.R03
SUMP EXTENTS
M
IN2"
075200.Q02075200.Q02 075200.A01
075200.H11
3 8
220070.C21
M
IN2"
SUMP EXTENTS
072200.P02
053000.A07
072200.R03
1" 12"
1/2" 12"
075200.A01
075200.H11 075200.Q02075200.Q02
3"
077200.A01
075200.A01
072200.C04
072200.P02
072200.R02
053000.A07
054000.E01
1' -4
055133.L01
077200.C01
077200.R01
A B
O V
E F
IN
IS
H E
D R
O O
F
051200.E03
4'-0"
1'-0" 2'-0" 1'-0"
1' -0
1'
-0
2' -0
220070.C23
076000.H09
220070.C21
B4
AE520
C4
AE520
M A
X
M
IN
055100.R08 055200.R01
055200.R45
055200.R42
MAX
4'-0"
055200.R11
M A
X
055100.R08
055200.R11
055200.R42
055200.R45
5"
1'-0"
3"
SLOPE 1/4" FT MIN.
SLOPE
076000.H02
075200.A01
072200.C04
072200.P02
072200.R03
053000.A07
051200.E01
061000.C11
072116.R10
IROLFF
A R C H
I T E
C
R E
G I S
T E R E D
AR0011911
D
S
TA TE O
AD
T
A
V
W. B O
L D
T
DI
KEY NOTES 00
SHEET NOTES:
NOTES:
15"10"5"1"
3" = 1'-0" GRAPHIC SCALE
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F R
E N
C H
C R
E E
K A
M B
U
LA
T O
R Y
C A
R E
C
LI
N
IC
A D
D
IT
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N
A
LT
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R A
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V
IR
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IN
IA
A V
E N
U E
JA
C
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IN
IA
N A
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A C
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IT
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E N
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IN
E E
R
IN
G C
O M
M A
N D
, A T
LA
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N A
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L F
A C
IL
IT
IE
S
E N
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IN
E E
R
IN
G C
O M
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
JE
U
N E
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1430035
DRAWFORM REVISION: 10 MARCH 2009
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
FOR OFFICIAL USE ONLY
4750 New Broad Street
Orlando, Florida 32814 www.rlfae.com
LICENSE #AA C000564 #EB 0000629
TBD
JGG / RSF
EJA
Approved by JOANNE KRAUSE, Director of Medical Facilities
Program Office, via Email
C :\U se rs
\m ec
\D oc um en ts \4
0-
B
LD
G -1
-A
_r
_m ec rlf ae .c om .rv t
/2
9/
:3 7:
P
M
As indicated
R O
O F
D E
T A
IL
S
AE520
TJH RAC CTR
12790572
11/18/20
SCALE: 1 1/2" = 1'-0" AE411 A3
ROOF HATCH GUARD
1 MIN. 30" SQ. SET IN COMPATIBLE ROOF CEMENT.
2 TAPERED INSULATION SYSTEM MAX. DEPTH 12.5".
3 AT OVERFLOW DRAIN ONLY
4 ROLL LEAD PIPE FLASHING OVER TOP & FOLD DOWN INTO PIPE EVENLY.
5 PIPE STRAP AT ROUND PIPE ONLY.
7 BELOW
8 INSTALL OVERFLOW ROOF DRAIN SO THAT INLET IS 2" TO 4" ABOVE THE
PRIMARY ROOF DRAIN INLET.
9 RAILING SYSTEM GATE WITH HINGE POST
10 INTEGRAL CURB WITH ROOF HATCH
11 PROVIDE CUSTOM HEIGHT AS REQUIRED BY INSULATION THICKNESS.
12 REFER TO SHEET AE411 FOR ROOF ACCESS LADDER INFORMATION.
13 SEE STRUCTURAL FOR MOUNTING DETAILS
14 PRE-MANUFACTURED ALUMINUM HOLD ASSEMBLY.
15 PAINT TO MATCH EXISTING
MATERIAL NOTES
051200.E01 STEEL ANGLE
051200.E03 STEEL PLATE, BENT
053000.A07 STEEL ROOF DECK
054000.E01 METAL CLIP ANGLE
055100.R08 STEEL GUARDRAIL POST
055133.L01 STEEL LADDER
055200.R01 STEEL GUARDRAIL
055200.R11 STEEL PIPE 1 1/2" OD NOM
055200.R42 WALL BRACKET FILLER PLATE
055200.R45 STEEL PIPE SLEEVE
061000.C11 PRESSURE TREATED WOOD BLOCKING
072116.R10 BLANKET INSULATION, UNFACED
072200.C04 PREFORMED CANT
072200.P02 GLASS MAT GYPSUM PROTECTION BOARD
072200.R02 ROOF INSULATION BOARD
072200.R03 TAPERED ROOF INSULATION
075200.A01 MODIFIED BITUMEN ROOFING SYSTEM
075200.H11 MODIFIED BITUMEN BASE FLASHING
075200.Q02 MASTIC SEALANT
076000.H02 COUNTERFLASHING
076000.H09 ROOF DRAIN FLASHING
077200.A01 ROOF HATCH
077200.C01 ROOF CURB
077200.R01 ROOF ACCESS RAILING SYSTEM
099000.A01 PAINT FINISH
220070.C21 PRIMARY ROOF DRAIN
220070.C23 OVERFLOW ROOF DRAIN
A REFER TO SHEET GI010 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B ROOF INSULATION MUST ACHIEVE A MINIMUM R-VALUE OF R-20.
C PARAPET DIMENSIONS ARE TO TOP OF CMU/METAL STUD. COPING AND
NAILERS OCCUR ABOVE THIS DIMENSIONED HEIGHT.
D NEW LOW-SLOPE ROOF IS A MODIFIED BITUMEN ROOFING SYSTEM REFER TO
SPEC SECTION 07500.
E NEW SLOPED ROOF IS STANDING SEAM METAL PANEL TO MATCH EXISTING.
F PROVIDE A CONTIGUOUS AND CONTINUOUS AIR BARRIER ACROSS THE ENTIRE
BUILDING ENVELOPE AND ENSURE AIR BARRIER IN IN FULL CONTACT WITH
THE CONTINUOUS INSULATION.
SCALE: 3" = 1'-0" AE520 B4
ROOF DRAIN DETAIL IN SUMP
SCALE: 3" = 1'-0" AE520 C4
PRIMARY ROOF DRAIN DETAIL IN SUMP /
ROOF INSULATION
SCALE: 1 1/2" = 1'-0" AE102 A4
ROOF HATCH
SCALE: 3/4" = 1'-0" AE102 B3
ROOF OVERFLOW / DRAIN
SUMP PLAN
30"20"10"2"0
1½" = 1'-0" GRAPHIC SCALE
4"
3/4" = 1'-0" GRAPHIC SCALE
0 1' 2' 3' 5'4'
SCALE: 1" = 1'-0" AE102 A2
FALL PROTECTION SAFETY GUARDRAIL
DETAIL
1'0
1" = 1'-0" GRAPHIC SCALE
2' 3' 4'6"
SCALE: 3" = 1'-0" B2
MULTIPLE PIPE/ CONDUIT PENETRATION BOX
AE102, AE411
DJD
mec
DISTANCE BETWEEN DRAINS
X
M
IN
. W
ID
T H
O F
S A
D D
LE
X
220070.C21
220070.C23
SLOPE
3/4" MIN.
076000.M08
079200.Q11 (TYP)
076000.E04
1" 1'-2"
1/
2"
3"
1"
1"
1' -2
7"
S C
U P
P E
R F
LA
N
G E
S
4"
M
IN
053000.A07
072200.P02
061000.C11 075200.A01
076000.U03
076000.U02
075200.Q02075200.Q02075200.Q02
054000.E01
072200.R03
076000.H01
1" 1'-4"
1"
5" 6" 5"
ELEVATIONISOMETRIC
1'-2"
8" MIN
4" MIN
4" M
IN
1'-4"
1" 1'
-2
7"
1'-0"
1' -2
1"
1"
1'-4"
3" 1"
EQEQ
076000.H01
076000.U03
076000.U02
076000.U02
076000.U03 2" 2"
D4
AE521
076000.H01
10"
5" 3"
3' -8
/8
1'
-0
M A
X
T Y
P
M A
X
1' -0
3"
3' -6
24"
076115.V04 076115.A02
076115.A02
072113.R01
053000.A07
076115.E01
061000.C02
072200.P02 072200.R02
053000.A07
076115.V04
MIN
8"
076115.E01
EXISTINGNEW
076000.A03
061000.C12
072116.R10
092900.B03
054000.D06
078400.A02
2"
076000.A01
1"
072200.P02
072200.R03
053000.A07
079200.Q02
XM.05XM.05
4 4.1
1" 4"
1' -3
1'-3"
4"
1"
10"
076000.M08
079200.Q11 (TYP)
076000.E04076000.E04 15
076000.E04076000.E04
079200.Q11 (TYP)
C3
AE521
C3
AE511
SIM
076000.A02
18 19
IROLFF
A R C H
I T E
C
R E
G I S
T E R E D
AR0011911
D
S
TA TE O
AD
T
A
V
W. B O
L D
T
DI
KEY NOTES 00
SHEET NOTES:
NOTES:
30"20"10"2"0
1½" = 1'-0" GRAPHIC SCALE
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F R
E N
C H
C R
E E
K A
M B
U
LA
T O
R Y
C A
R E
C
LI
N
IC
A D
D
IT
IO
N
A
LT
E
R A
T
V
IR
G
IN
IA
A V
E N
U E
JA
C
K S
O N
V
IL
LE
, N
C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
, A T
LA
N
T
IC
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
JE
U
N E
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1430035
DRAWFORM REVISION: 10 MARCH 2009
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
FOR OFFICIAL USE ONLY
4750 New Broad Street
Orlando, Florida 32814 www.rlfae.com
LICENSE #AA C000564 #EB 0000629
TBD
JGG / RSF
EJA
Approved by JOANNE KRAUSE, Director of Medical Facilities
Program Office, via Email
C :\U se rs
\m ec
\D oc um en ts \4
0-
B
LD
G -1
-A
_r
_m ec rlf ae .c om .rv t
/2
9/
:3 7:
P
M
As indicated
R O
O F
D E
T A
IL
S
AE521
TJH RAC CTR
12790573
11/18/20
1 TOOL SEALANT TO FACILITATE WATER RUN-OFF.
2 INTEGRAL CONDUCTOR HEAD CLOSURE FLANGES WELDED TO SCUPPER AND
TOP PLATE EXTENSION.
3 SEMI-CIRCULAR CONDUCTOR HEAD OVERFLOW (FOLD LIP DOWN 90d).
4 8"x12" SCUPPER COPING BEYOND.
5 SEMI-CIRCULAR CONDUCTOR HEAD OVERFLOW (FOLD LIP DOWN 90d).
6 6"X6" DOWNSPOUT
7 ALUMINUM PLATFORM - 1 1/4" X 4 1/8" SERRATED TREAD ON 1" X 3" CHANNEL
FRAME
8 1 1/4" SQUARE ALUMINUM SERRATED RUNG
9 3/16" ALUMINUM BRACKET
10 SAFETY CAP
11 UNREINFORCED EPDM WATERPROOFING MEMBRANE. CLOSURE MUST BE
SIZED AND DRAPED TO PROVIDE UNRESTRICTED MOVEMENT OF THE
BELLOWS (SPLICE MUST BE PROPERLY SEAMED)
12 COMPRESSIBLE INSULATION WITH INSULATION RETAINER AND FASTENER
13 BACKER ROD & SEALANT TO CONTINUE VERTICALLY AT WALL EXPANSION
JOINT
14 ALUMINUM SERRATED GRAB BAR
15 SPLICE PLATE WITH CONTINUOUS CLEATS
16 BUILDING EXPANSION JOINT
17 METAL COPING EXPANSION JOINT
18 SECURED SIDE
19 FREE SIDE
A REFER TO SHEET GI010 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B ROOF INSULATION MUST ACHIEVE A MINIMUM R-VALUE OF R-20.
C PARAPET DIMENSIONS ARE TO TOP OF CMU/METAL STUD. COPING AND
NAILERS OCCUR ABOVE THIS DIMENSIONED HEIGHT.
D NEW LOW-SLOPE ROOF IS A MODIFIED BITUMEN ROOFING SYSTEM REFER TO
SPEC SECTION 07500.
E NEW SLOPED ROOF IS STANDING SEAM METAL PANEL TO MATCH EXISTING.
F PROVIDE A CONTIGUOUS AND CONTINUOUS AIR BARRIER ACROSS THE ENTIRE
BUILDING ENVELOPE AND ENSURE AIR BARRIER IN IN FULL CONTACT WITH
THE CONTINUOUS INSULATION.
MATERIAL NOTES
053000.A07 STEEL ROOF DECK
054000.D06 METAL STUD 6"
054000.E01 METAL CLIP ANGLE
061000.C02 CONTINUOUS WOOD BLOCKING
061000.C11 PRESSURE TREATED WOOD BLOCKING
061000.C12 CONTINUOUS PRESSURE TREATED WOOD BLOCKING
072113.R01 BOARD INSULATION
072116.R10 BLANKET INSULATION, UNFACED
072200.P02 GLASS MAT GYPSUM PROTECTION BOARD
072200.R02 ROOF INSULATION BOARD
072200.R03 TAPERED ROOF INSULATION
075200.A01 MODIFIED BITUMEN ROOFING SYSTEM
075200.Q02 MASTIC SEALANT
076000.A01 ROOF-TO-ROOF ROOF EXPANSION JOINT SYSTEM
076000.A02 ROOF-TO-WALL ROOF EXPANSION JOINT SYSTEM
076000.A03 CURB-TO-CURB ROOF EXPANSION JOINT SYSTEM
076000.E04 CONCEALED SPLICE PLATE
076000.H01 METAL FLASHING
076000.M08 PARAPET COPING SYSTEM
076000.U02 DOWNSPOUT
076000.U03 CONDUCTOR HEAD
076115.A02 STANDING-SEAM METAL ROOF PANEL SYSTEM
076115.E01 CONCEALED PANEL CLIP
076115.V04 HIGH TEMPERATURE RESISTANT UNDERLAYMENT
078400.A02 FIRESAFING SYSTEM
079200.Q02 BACKSTOP AND SEALANT
079200.Q11 SEALANT BED
092900.B03 GLASS MAT FACED EXTERIOR GYPSUM SHEATHING 5/8"
220070.C21 PRIMARY ROOF DRAIN
220070.C23 OVERFLOW ROOF DRAIN
SCALE: 1/4" = 1'-0" AE102 A4
TYPICAL SADDLE GEOMETRY PLAN
SCALE: 3" = 1'-0" B3
COPING SPLICE DETAIL
SCALE: 1 1/2" = 1'-0" AE521 D4
SCUPPER & CONDUCTOR HEAD DETAIL
SCALE: 1 1/2" = 1'-0" AE102 B4
SCUPPER SUPPORTED CONDUCTOR HEAD DETAIL
1/4" = 1'-0" GRAPHIC SCALE
15'10'5'1'0
15"10"5"1"
3" = 1'-0" GRAPHIC SCALE
SCALE: 1/2" = 1'-0" AE102 D3
PARAPET ACCESS LADDER
SCALE: 3" = 1'-0" AE102 A3
SECTION DETAIL
SCALE: 1 1/2" = 1'-0" AE102 C3
ROOF EXPANSION JOINT
1/2" = 1'-0" GRAPHIC SCALE
1' 2' 4' 8'6'
SCALE: 1 1/2" = 1'-0" AE102 A2
METAL COPING DETAIL AT ROOF
EXPANSION JOINT JUNCTION
AE102, AE201
AE102, AE521
DJD
mec
077200.C02
053000.A07
072200.P02
072200.R03
061000.C02
076000.H02
079200.Q01
051200.E03
051200.E01
075200.H11
075200.A01
072200.C04
076000.Z01
079200.Q01
8" M
IN
072200.V06 072200.P02
077200.C02
053000.A07
072200.C04
075200.A01
072200.P02
051200.E01
061000.C11
076000.H02
072200.R03
075200.H11
075200.A01
072200.V06
072200.P02
077200.C02
053000.A07
072200.P02
072200.R03
051200.E03
051200.E01
075200.H11
075200.A01
072200.C04
10"
075200.H10 10
072200.V06
072200.P02
077200.C02
053000.A07
072200.R03
051200.E03
051200.E01
075200.H11
075200.A01
072200.C04
075200.H10 10
061000.C02
061000.P01
072200.V06
072200.P02
SLOPE
077200.C02
053000.A07
072200.P02
072200.R03
051200.E03
051200.E01
075200.H11
075200.A01
072200.C04
075200.H10 10
072116.R11
072200.V06
072200.P02
2" M
IN
053000.A07
076000.H23
072200.R02
072200.P02
075200.A01
220070.C31 075200.Q02
6"8" M
IN
072200.V06
072200.P02
IROLFF
A R C H
I T E
C
R E
G I S
T E R E D
AR0011911
D
S
TA TE O
AD
T
A
V
W. B O
L D
T
DI
KEY NOTES 00
SHEET NOTES:
NOTES:
15"10"5"1"
3" = 1'-0" GRAPHIC SCALE
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F R
E N
C H
C R
E E
K A
M B
U
LA
T O
R Y
C A
R E
C
LI
N
IC
A D
D
IT
IO
N
A
LT
E
R A
T
V
IR
G
IN
IA
A V
E N
U E
JA
C
K S
O N
V
IL
LE
, N
C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
, A T
LA
N
T
IC
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
JE
U
N E
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1430035
DRAWFORM REVISION: 10 MARCH 2009
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
FOR OFFICIAL USE ONLY
4750 New Broad Street
Orlando, Florida 32814 www.rlfae.com
LICENSE #AA C000564 #EB 0000629
TBD
JGG / RSF
EJA
Approved by JOANNE KRAUSE, Director of Medical Facilities
Program Office, via Email
C :\U se rs
\m ec
\D oc um en ts \4
0-
B
LD
G -1
-A
_r
_m ec rlf ae .c om .rv t
/2
9/
:3 7:
P
M
3" = 1'-0"
R O
O F
D E
T A
IL
S
AE522
TJH RAC CTR
12790574
11/18/20
MATERIAL NOTES
051200.E01 STEEL ANGLE
051200.E03 STEEL PLATE, BENT
053000.A07 STEEL ROOF DECK
061000.C02 CONTINUOUS WOOD BLOCKING
061000.C11 PRESSURE TREATED WOOD BLOCKING
061000.P01 PLYWOOD PANEL
072116.R11 BLANKET INSULATION, FACED
072200.C04 PREFORMED CANT
072200.P02 GLASS MAT GYPSUM PROTECTION BOARD
072200.R02 ROOF INSULATION BOARD
072200.R03 TAPERED ROOF INSULATION
072200.V06 VAPOR RETARDER
075200.A01 MODIFIED BITUMEN ROOFING SYSTEM
075200.H10 MODIFIED BITUMEN WALL FLASHING
075200.H11 MODIFIED BITUMEN BASE FLASHING
075200.Q02 MASTIC SEALANT
076000.H02 COUNTERFLASHING
076000.H23 LEAD FLASHING
076000.Z01 TERMINATION BAR
077200.C02 EQUIPMENT SUPPORT CURB
079200.Q01 JOINT SEALANT
220070.C31 VENT PIPING
SCALE: 3" = 1'-0" AE102 C4
EQUIPMENT CURB DETAIL
1 TAPERED INSULATION SYSTEM MAX. DEPTH 12.5".
2 REMOVABLE LIPPED COUNTER FLASHING.
3 EXHAUST FAN/GRAVITY VENTILATOR CURB (REFER TO MECHANICAL
DRAWINGS).
4 ROOF TOP EQUIPMENT (REFER TO MECHANICAL DRAWINGS).
5 SEALANT BEAD OVER FASTENER HEAD, TYPICAL.
6 EXISTING
7 EXTEND MULTI-PLY BASE FLASHINGS UP CURB AND UNDER REMOVABLE
COUNTER FLASHING.
8 MANUFACTURED PIPE SEAL ASSEMBLY
9 STEEL FRAMING @ 16" O.C.
10 FLEXIBLE FLASHING
11 MANUFACTURED CURB COVER ASSEMBLY (SLOPED)
12 2X6 PT WOOD BLOCKING @ 24" O.C.
13 SET IN CONTINUOUS SEALANT BED.
A REFER TO SHEET GI010 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B ROOF INSULATION MUST ACHIEVE A MINIMUM R-VALUE OF R-20.
C PARAPET DIMENSIONS ARE TO TOP OF CMU/METAL STUD. COPING AND
NAILERS OCCUR ABOVE THIS DIMENSIONED HEIGHT.
D NEW LOW-SLOPE ROOF IS A MODIFIED BITUMEN ROOFING SYSTEM REFER TO
SPEC SECTION 07500.
E NEW SLOPED ROOF IS STANDING SEAM METAL PANEL TO MATCH EXISTING.
F PROVIDE A CONTIGUOUS AND CONTINUOUS AIR BARRIER ACROSS THE ENTIRE
BUILDING ENVELOPE AND ENSURE AIR BARRIER IN IN FULL CONTACT WITH
THE CONTINUOUS INSULATION.
SCALE: 3" = 1'-0" A4
EQUIPMENT CURB SUPPORT DETAIL
SCALE: 3" = 1'-0" A3
LARGE PIPE PENETRATION CURB FLASHING DETAIL
SCALE: 3" = 1'-0" AE102 A2
CURB COVER DETAIL
SCALE: 3" = 1'-0" AE102 C2
PIPE PENETRATION CURB FLASHING DETAIL
SCALE: 3" = 1'-0" AE102 C3
VENT STACK PENETRATION DETAIL
DJD
mec
XFXF
X4X4
092900.M04
092900.A01
092200.D03
092900.M04
051200.B04 1
6" 6"
6" 6"
C
092200.D03
092900.A01
092900.A01
092900.M04
051200.B03
092900.A01
E Q
E Q
092200.D02
D
4 1/4"
5/
8"
092200.D03 092900.A01
092900.A01
092900.M04
051200.B03
092200.D03 092900.A01
EQ EQ
092200.D02
092200.D01
C
1.8
051200.B03
092200.D03
092900.A01
072116.R20
E Q
E Q
092900.A01
092900.M04 092900.A01
092200.D02
X1X1
XCXC
4 4.1
7/
8" 1'
-2
/8
1'-5 3/8"
3/
4"
092200.D03 092900.A01
092200.D03 092900.A01 072116.R20
092900.A01
092900.A01
092900.M04
1" E.J.
1" E.J.
079500.Q12
079500.Q12 092200.D03 092900.A01092900.M04
081113.D03
092200.D02 092900.A01
092200.D02 092200.D02 092900.A01
092900.M04
1'-6" 1'-4 3/8"
2'-10 3/8"
051200.B04 1
X1X14.1
081113.D01 092900.A01
079500.Q12
8 1/2" 1" E.J.
9"
1'-6 1/2"
092200.D03
072116.R20
092900.A01
092200.D03
092900.B04
072116.R20
X1X14.1
092900.A01
6 7/8"
3" 2'-7"
092200.D03 092900.A02
072116.R20
092200.D03 072116.R20 092900.A02
092200.D03 092900.A01
1" E.J.
1" E
.J
092200.D03 072116.R20 092900.A02
079500.Q12
092900.B01 092200.D03 092900.B04
B3.S B3.S
051200.B041
X1X1 1'-3" 1'-7"2 3/8"
092900.A01 072116.R20 092200.D03
092900.A01 092200.D03
072116.R20 092900.A01
079500.Q12
1"
092200.D03 092900.B04
092900.B01 092200.D03
072116.R20 092900.A01
X1X1
XKXK
4.1
2"
1" E.J.
092200.C02 092200.D03
092900.A01 072116.R20
079500.Q12 092200.D03
092900.A01 092200.D03 072116.R20
092900.A01 092200.D03
092900.A01 072116.R20
092900.A01
051200.B04 1
IROLFF
A R C H
I T E
C
R E
G I S
T E R E D
AR0011911
D
S
TA TE O
AD
T
A
V
W. B O
L D
T
DI
KEY NOTES 00
SHEET NOTES:
NOTES:
30"20"10"2"0
1½" = 1'-0" GRAPHIC SCALE
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F R
E N
C H
C R
E E
K A
M B
U
LA
T O
R Y
C A
R E
C
LI
N
IC
A D
D
IT
IO
N
A
LT
E
R A
T
V
IR
G
IN
IA
A V
E N
U E
JA
C
K S
O N
V
IL
LE
, N
C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
, A T
LA
N
T
IC
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
JE
U
N E
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1430035
DRAWFORM REVISION: 10 MARCH 2009
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
FOR OFFICIAL USE ONLY
4750 New Broad Street
Orlando, Florida 32814 www.rlfae.com
LICENSE #AA C000564 #EB 0000629
TBD
JGG / RSF
EJA
Approved by JOANNE KRAUSE, Director of Medical Facilities
Program Office, via Email
C :\U se rs
\m ec
\D oc um en ts \4
0-
B
LD
G -1
-A
_r
_m ec rlf ae .c om .rv t
/2
9/
:3 7:
P
M
1 1/2" = 1'-0"
IN
T
E R
IO
R
P
LA
N D
E T
A
IL
S
AE541
TJH DMC CTR
12790575
11/18/20
SCALE: 1 1/2" = 1'-0" AE101-3 C3
PLAN DETAIL - 1C07 PHARMACY
MATERIAL NOTES
051200.B03 STEEL TUBE COLUMN
051200.B04 STEEL PIPE COLUMN
072116.R20 SOUND ATTENUATION BATTS
079500.Q12 EXPANSION JOINT, INTERIOR METAL FRAME AND PREFORMED SEAL
081113.D01 STEEL DOOR FRAME
081113.D03 STEEL DOOR SIDELIGHT FRAME
092200.C02 METAL STUD RUNNER TRACK
092200.D01 METAL STUD 1 5/8"
092200.D02 METAL STUD 2 1/2"
092200.D03 METAL STUD 3 5/8"
092900.A01 GYPSUM BOARD, REGULAR 5/8"
092900.A02 GYPSUM BOARD, FIRE RESISTANT 5/8"
092900.B01 GYPSUM BOARD, GLASS MAT FACED 5/8"
092900.B04 GYPSUM BOARD TILE BACKER UNIT, GLASS MAT FACED, 5/8"
092900.M04 CORNERBEAD
SCALE: 1 1/2" = 1'-0" AE101-1 D3
PLAN DETAIL - 1E26 TREAT
SCALE: 1 1/2" = 1'-0" AE101-1 D4
PLAN DETAIL - 1E06 TEAM
COLLABORATION
1 EXISTING
2 EXISTING BRICK VENEER CAVITY WALL.
3 PORCELAIN TILE FINISH. REFER TO AF601 AND AF602 FOR FINISH SCHEDULE.
4 PLASTIC LAMINATE WALL SYSTEM. REFER TO DETAIL B3/IN501, SIMILAR.
SCALE: 1 1/2" = 1'-0" AE401 C4
PLAN DETAIL - 1E16 EXAM
SCALE: 1 1/2" = 1'-0" AE101-1 A4
PLAN DETAIL -1A09 WAIT
SCALE: 1 1/2" = 1'-0" A2
PLAN DETAIL - 1D02 WAIT / OBS
SCALE: 1 1/2" = 1'-0" AE101-1 D2
PLAN DETAIL - 1D17 TLT
SCALE: 1 1/2" = 1'-0" C2
PLAN DETAIL - 1EC6 CORR
SCALE: 1 1/2" = 1'-0" AE101-1 B2
PLAN DETAIL - 1EC6 CORR
A REFER TO SHEET GI010 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B REFER TO SHEETS AE801-AE802 FOR PARTITION TYPES ADN AE811-AE812 FOR
TYPICAL PARTITION DETAILS.
C REFER TO SHEET SERIES AF FOR FINISH SCHEDULE AND KEY TO FINISHES.
D DIMENSIONS ARE TO COLUMN GRID, FACE OF CONCRETE/PRECAST, FACE OF
METAL STUD, UNO.
AE101-1, AE101-3
AE101 - 2AE101-1, AE101-2, AE101 - 3
AE101-3, AE401
AE101-1, AE401
AE101-1, AE401
DJD
mec
X3.4X3.4
XCXC
XC.1XC.1
081113.D01
092200.D03 092900.A01
072116.R20
042000.B01 042000.W11
092200.D03 061000.P11
092900.B04
092900.B04
051200.B041
051200.B04
1'-10 3/4"
4"
079200.Q01
092900.M04
092900.A01
092900.A01
092200.D03
092900.A01 092900.A01 072116.R20
092900.A01
079500.Q12
079200.Q01
4"
092900.A01
092200.C02
092200.D01
092200.D02 092200.C02
1" E
.J
092900.A01
092200.D03 072116.R20 092900.A01
092200.W40 092900.A01
092200.W40 092900.A01
079200.Q01
092200.D03
092900.A01
072116.R20
092200.D03
092900.A01
134919.A01
134919.A01
092200.W40 092900.A01
092200.D03 134919.A02 092900.A01
079200.Q01
092200.D03 092900.A01
134919.A02
092900.A01
092900.A01 092200.D03 072116.R20
092900.A01
072116.R20
092200.W40 092900.A01
092200.D03 092900.A01
092200.D03 072116.R20
092900.B05
092900.A02 092200.W40
072116.R20 092200.W40 092900.A02
092200.D03 092900.B02
079200.Q01 092200.D03 092900.B02
092900.B05
092200.D03
072116.R20 092900.A01
092900.A01
092200.D03
092900.A01
092900.A01
072116.R20
092200.D02
092900.A01
092200.D06
072116.R20
092900.A01
072116.R20
INFILL CONDITION @ EXISTING
WINDOW OPENING
A3
AE551
072116.R20
XM.05XM.05
4.5
1" E
.J
079500.Q12
092900.A01 092200.D03
092900.A01 072116.R20
092200.D03 072116.R20 092900.A01
092900.A01092900.A01
092900.A01
092200.D21
092200.D03 081113.D01
X2X2
XM.05XM.05
081113.D01
092200.D03 092900.A01
079500.Q12
092200.D02 092900.A01092900.A01072116.R20
092900.A01
051200.B04
092200.D03 092900.A01
092900.A01 072116.R20
1" E
.J
X4.5X4.5
XM.05XM.05
XM.1XM.1
1'-0 1/2" 1" E.J. 9"
079500.Q12
2' -3
/2
1" E
.J
092900.A01 092200.D02
092200.D03
092900.A01
092900.M04
092200.D03 092900.A01
092200.D03 092900.A01
092900.M04 092200.D03 092900.A01
092900.A01
092900.A01 079200.Q02
1051200.B04
IROLFF
A R C H
I T E
C
R E
G I S
T E R E D
AR0011911
D
S
TA TE O
AD
T
A
V
W. B O
L D
T
DI
KEY NOTES 00
SHEET NOTES:
NOTES:
30"20"10"2"0
1½" = 1'-0" GRAPHIC SCALE
1 2 3 4 5
1 2 3 4 5
D
C
B
A
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F R
E N
C H
C R
E E
K A
M B
U
LA
T O
R Y
C A
R E
C
LI
N
IC
A D
D
IT
IO
N
A
LT
E
R A
T
V
IR
G
IN
IA
A V
E N
U E
JA
C
K S
O N
V
IL
LE
, N
C
N O
R F
O
LK
, V
IR
G
IN
IA
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
, A T
LA
N
T
IC
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
JE
U
N E
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1430035
DRAWFORM REVISION: 10 MARCH 2009
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
FOR OFFICIAL USE ONLY
4750 New Broad Street
Orlando, Florida 32814 www.rlfae.com
LICENSE #AA C000564 #EB 0000629
TBD
JGG / RSF
EJA
Approved by JOANNE KRAUSE, Director of Medical Facilities
Program Office, via Email
C :\U se rs
\m ec
\D oc um en ts \4
0-
B
LD
G -1
-A
_r
_m ec rlf ae .c om .rv t
/2
9/
:3 7:
P
M
1 1/2" = 1'-0"
IN
T
E R
IO
R
P
LA
N D
E T
A
IL
S
AE542
TJH DMC CTR
12790576
11/18/20
1 EXISTING
2 ALIGN FACE OF BRICK WITH FACE OF GYPSUM BOARD.
3 PORCELAIN TILE FINISH. REFER TO AF601 AND AF602 FOR FINISH SCHEDULE.
4 EXISTING BRICK VENEER CAVITY WALL.
5 AUDIOBOOTH
6 SRP-1. REFER T FINISH IDENTIFICATION SCHEDULE.
7 BREAK METAL FILL PANEL
8 ALIGN
9 EDGE OF SLAB
10 COVER PLATE AT FLOOR
MATERIAL NOTES
042000.B01 BRICK VENEER MASONRY
042000.W11 ADJUSTABLE BRICK TIE
051200.B04 STEEL PIPE COLUMN
061000.P11 EXTERIOR GRADE PLYWOOD PANEL
072116.R20 SOUND ATTENUATION BATTS
079200.Q01 JOINT SEALANT
079200.Q02 BACKSTOP AND SEALANT
079500.Q12 EXPANSION JOINT, INTERIOR METAL FRAME AND PREFORMED SEAL
081113.D01 STEEL DOOR FRAME
092200.C02 METAL STUD RUNNER TRACK
092200.D01 METAL STUD 1 5/8"
092200.D02 METAL STUD 2 1/2"
092200.D03 METAL STUD 3 5/8"
092200.D06 METAL STUD 6"
092200.D21 CARRYING CHANNEL 1 1/2"
092200.W40 SECURITY MESH
092900.A01 GYPSUM BOARD, REGULAR 5/8"
092900.A02 GYPSUM BOARD, FIRE RESISTANT 5/8"
092900.B02 GYPSUM BOARD, GLASS MAT FACED, FIRE RESISTANT 5/8"
092900.B04 GYPSUM BOARD TILE BACKER UNIT, GLASS MAT FACED, 5/8"
092900.B05 GYPSUM BOARD TILE BACKER UNIT, GLASS MAT FACED, FIRE
RESISTANT, 5/8"
092900.M04 CORNERBEAD
134919.A01 LEAD LINING
134919.A02 LEAD SHEET
SCALE: 1 1/2" = 1'-0" AE401 D4
PLAN DETAIL - 1A08 TLT MALE
SCALE: 1 1/2" = 1'-0" AE101-2 B4
PLAN DETAIL - 1D21
AUDIOBOOTH
SCALE: 1 1/2" = 1'-0" AE402 D3
PLAN DETAIL - 1C03 RAD
SCALE: 1 1/2" = 1'-0" AE402 C3
PLAN DETAIL - 1C03 RAD
SCALE: 1 1/2" = 1'-0" AE401 B3
PLAN DETAIL - 1B01 MED REC
SCALE: 1 1/2" = 1'-0" AE101-1 A2
PLAN DETAIL - 1E35 EXAM
SCALE: 1 1/2" = 1'-0" AE401 A3
PLAN DETAIL - 1DC3 CORR
SCALE: 1 1/2" = 1'-0" AE101-2 A4
PLAN DETAIL - 1DC3 CORR
SCALE: 1 1/2" = 1'-0" AE101-2 C2
PLAN DETAIL - 1G03 DENTAL LOUNGE
A REFER TO SHEET GI010 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B REFER TO SHEETS AE801-AE802 FOR PARTITION TYPES ADN AE811-AE812 FOR
TYPICAL PARTITION…
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