03_25R1303_AMD 0010 DRAWINGS.pdf
PDF 4 MB Posted
- Attached to
- FY24 MCON P-614 JOINT CONSOLIDATED COMMUNICATIONS CENTER, US JOINT REGION MARIANAS, ANDERSEN, GUAM
- Solicitation number
- N6274225R1303
About this file
These architectural and engineering drawings detail the design for the FY24 MCON P-614 Joint Consolidated Communications Center project at Andersen Air Force Base in Guam. The documents include multiple technical sheets covering structural elements such as pavement jointing plans, foundation details, wall types, material schedules, and floor plans for a two-story reinforced concrete communications facility. The drawings specify construction requirements for specialized spaces including a Sensitive Compartmented Information Facility, with detailed specifications for concrete work, wall assemblies, flooring, and exterior finishes. Key technical elements include precise structural reinforcement, specific material selections like ceramic tiles and paint finishes, and specialized construction details for areas like an entry vault and retaining walls.
The project is a complex federal construction effort estimated between $100-250 million, with a contract completion period of 1,286 calendar days. The facility will consolidate communications, command and control, and IT functions for the 36th Communications Squadron, featuring advanced technical infrastructure including precision cooling systems, uninterruptable power supply, and clean agent fire suppression systems. The solicitation requires U.S. firms and citizens for execution, with strict security protocols for document access, including a one-time pre-proposal site visit scheduled for 18 March 2025 and detailed citizenship verification processes for all personnel involved in the project.
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CHIEF ENG/ARCH
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DES DRW CHK
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11/21/2024
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LONGITUDINAL JOINT
TRANSVERSE JOINT
AC PAVEMENT
CONCRETE PAVEMENT
A1
CS508A
B1
CS507A
D1
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EXPANSION JOINT
A1
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D3
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A1
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REINFORCER
3 AT 12' = 36'
AT
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CS123A
CS124A
CS121A
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SHEET KEYNOTES#
GRAPHIC SCALE(S)
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
04/28/2025
/28
/20
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SHEET OF
CONSTR. CONTR. NO.
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
SEAL
DATE
FIRE PROTECTION
A/E INFO
AS NOTED
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
S Y
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CS508A
SCALE:NTS
CONSTRUCTION JOINT SEALD1
SEAL DETAIL D2 THIS SHT
SEE CONTRACTION JOINT
SEAL DETAIL D1 THIS SHT
SEE CONSTRUCTION JOINT
1-1/4"Ø SMOOTH DOWEL BARS, 20" LONG, AT
12" OC
FORMED BUTT JOINT
NOTE:
TRANSVERSE CONSTRUCTION JOINT MUST ONLY BE
AT A PLANNED LOCATION
NOTE FOR JOINT SEAL DETAILS:
1. W=WIDTH OF SEALANT RESERVOIR=3/4" MINIMUM
2. D=DEPTH OF SEALANT= 1.0 TO 1.5 X W
3. T=DEPTH OF INITIAL SAWCUT OR INSERT TYPE JOINT FORMER (CONTRACTION JOINT)= 1/4 SLAB THICKNESS
4. DEPTH AND WIDTH OF SEAL MUST BE AS RECOMMENDED BY MANUFACTURER
5. TOP OF SEALANT 1/8" TO 1/4" BELOW TOP OF PAVEMENT
1/8" TO 1/4"W
D
FIELD MOLDED SEAL
BACKER ROD
T
JOINT BOTTOM
CRACK INITIAL SAWCUT 1/8" WIDE
PAVEMENT SURFACE
1/8" TO 1/4"W
D
FIELD MOLDED SEAL
BACKER ROD
PREFORMED JOINT MATERIAL
PAVEMENT SURFACE
W
D
FIELD MOLDED SEAL
1/8" TO 1/4"
BACKER ROD
PAVEMENT SURFACE
PAVEMENT SURFACE OR
STRUCTURAL SLAB
10" 10" 10" 10"
PAINT AND LIGHTLY OIL ONE END OF
DOWELPAINT AND LIGHTLY OIL ONE END OF
DOWEL
1-1/4"Ø SMOOTH DOWEL BARS, 20" LONG, AT
12" OC
9"
4- 1/
2" ±1
/2
9"
4- 1/
2" ±1
/2
SCALE:NTS
CONTRACTION JOINT SEALD2 SCALE:NTS
EXPANSION JOINT SEALD3
SCALE:NTS
TRANSVERSE CONTRACTION JOINTB2SCALE:NTS
LONGITUDINAL/TRANSVERSE CONSTRUCTION JOINTB1
SEAL DETAIL D2 THIS SHT
SEE CONTRACTION JOINT
PAVEMENT SURFACE
SEAL DETAIL D1 THIS SHT
SEE CONSTRUCTION JOINT
1-1/4"Ø SMOOTH DOWEL BARS, 20" LONG, AT
12" OC
FORMED BUTT JOINT
NOTE:
TRANSVERSE CONSTRUCTION JOINT MUST ONLY BE
AT A PLANNED LOCATION
10" 10" 16" 16"
PAINT AND LIGHTLY OIL ONE END OF
DOWELPAINT AND LIGHTLY OIL ONE END
OF DOWEL
NO. 5 DEFORMED STEEL TIEBAR, 2'-8" LONG, AT
2'-8" OC
3" CLR
3" CLR
3"
9" THK PCC PAVEMENT
8" THK RIGID PAVEMENT BASE COURSE
COMPACTED SUBGRADE
12" MIN.
EDGE OF
PAV'T
FINISH GRADE
NOTE:
OVER EXCAVATE SOFT, YIELDING, OR
OTHERWISE UNSATISFACTORY MATERIAL TO
AT LEAST 24" BELOW BOTTOM OF BASE
COURSE LEVEL AND REPLACE WITH
PROPERLY COMPACTED STRUCTURAL FILL.
FINISH
GRADE
(GRASS)
#4 REBAR AT 18" OC, EW
3" CLR
CL
R
-1
/4
FINISH
GRADE
(GRASS)
3" CLR
8"
4- 1/
2" ±1
/2
9"
4- 1/
2" ±1
/2
SCALE:NTS
REINFORCED PCC PAVEMENTD4
SCALE:NTS
THICKENED EDGE PCC PAVEMENTB4
SCALE:NTS
THICKENED EDGE PCC PAVEMENT AT BLDGSA4
SCALE:NTS
TIED LONGITUDINAL CONTRACTION JOINTA2SCALE:NTS
LONGITUDINAL/TRANSVERSE CONSTRUCTION
JOINT FOR REINFORCED PCCA1
8" THK PCC PAVEMENT
8" THK RIGID PAVEMENT BASE
COURSE
12" MIN.
COMPACTED SUBGRADE
5'
PCC THICKENED
EDGE
-1
/4
8" THK PCC PAVEMENT
8" THK RIGID PAVEMENT BASE
COURSE
COMPACTED SUBGRADE
5'
PCC THICKENED
EDGE
PAVEMENT SURFACE
PAVEMENT SURFACE
PAVEMENT SURFACE
BUTTED
JOINT
4"-6"
RETROREFLECTIVE DOUBLE
YELLOW PAINT. (TYP)
SCALE:NTS
YELLOW CENTERLINE MARKINGS DETAILC4
9'3'
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SEE EXPANSION JOINT
DETAIL
D3
CS508A
SEALSEALSEALSEAL
C K
OLA N A.
IR
B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
04/28/2025
/28
/20
H
G
A3
S-400A
B3
S-400A
F-5A
CC-1
3'
7'
SUMP PIT
2' - 0"SQ.
T.O.F. = -10' - 6"
4' - 2 7/8" 14' - 6"
A1
S-400A
CMF-3
CWF-1
CWF-3
F T
B -1
F T
B -1
CWF-1
#7 AT 12" O.C.
BOT. BARS
#7 AT 12" O.C.
TOP BARS
#7 AT 12" O.C.
BOT. BARS
#7 AT 12" O.C.
TOP BARS
#7 AT 12" O.C. ADDED
BOT. BARS
#7 AT 12" O.C. ADDED
TOP BARS
T.O.S. = -10' - 6"
CWF-1
C W
F -1
CSW-2
H
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A3
S-400A
B3
S-400A
6" THICK
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3'
11' - 4"
VB - 1
VB - 1
VB - 1
24"
24"
A1
S-400A
C 6X
8.
C 6X
8.
C 6X
8.
C 6X
8.
T.O.S. = 0' - 0"
#4 AT 16" O.C. TOP
AND BOT. TEMP.
BARS, TYP.
#4 AT 10" O.C. TOP
AND BOT. BARS, TYP.
T.O.S. = -2' - 0"
CSW-2
SUB 1ST FLOOR
1ST FLOOR
BASEMENT VAULT
6" THICK
CONC. SLAB
VB - 1
S-400A
C4
SLAB ON GRADE,
SEE PLAN
#7 AT 12" O.C.
TOP BARS, TYP.
#7 AT 12" O.C.
TOP BARS, TYP.
#7 AT 12" O.C.
BOT. BARS, TYP.
#7 AT 12" O.C.
BOT. BARS, TYP.14' - 6"
SLAB ON GRADE,
SEE PLAN
#5 AT 6" O.C.
HOR. BARS, E.F., TYP.
#5 AT 6" O.C.
VERT. BARS, E.F., TYP.
WATERSTOP
1'
SUB 1ST FLOOR
1ST FLOOR
HG
BASEMENT VAULT
6" THICK CONC. SLAB
SUMP PIT
2' - 0"
CSW-2
VB - 1 VB - 1 VB - 1
#7 AT 12" O.C.
TOP BARS, TYP.
#7 AT 12" O.C.
TOP BARS, TYP.
#7 AT 12" O.C.
BOT. BARS, TYP.
#7 AT 12" O.C.
BOT. BARS, TYP.
#7 AT 12" O.C.
BOT. BARS, TYP.
#7 AT 12" O.C.
BOT. BARS, TYP.
#7 AT 12" O.C.
TOP BARS, TYP.
#7 AT 12" O.C.
TOP BARS, TYP.
#7 AT 12" O.C.
BOT. BARS, TYP.
#7 AT 12" O.C.
BOT. BARS, TYP. 36' - 6"
SLAB ON GRADE,
SEE PLAN
WATERSTOP,
TYP.
#5 AT 6" O.C.
HOR. BARS, E.F., TYP.
#5 AT 6" O.C.
VERT. BARS, E.F., TYP.
1'
1'
1'
2' - 0" 2' - 0" 2' - 0"
LEGENDS
1. CONTRACTOR MUST COORDINATE ALL FLOOR DEPRESSION LIMITS, LOCATIONS AND
DEPTHS WITH ARCHITECTURAL DRAWINGS, INCLUDING BUT NOT LIMITED TO WALL
LOCATIONS, ROOFING MATERIALS/THICKNESSES, FLOORING INSTALLATION METHODS AND
REQUIRED SLOPES. THE FINAL FINISHED FLOOR MUST COMPLY WITH ADA/ABA.
2. CONTRACTOR MUST CONFIRM LOCATION, DIMENSIONS, AND ELEVATION OF EQUIPMENT
PADS WITH THE VARIOUS DISCIPLINES AND WITH THE ACTUAL EQUIPMENT TO BE
INSTALLED.
3. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL DRAWINGS FOR SIZES AND LOCATIONS
OF OPENINGS.
REFERENCE DRAWINGS
CC-1 DENOTES CONCRETE COLUMN
F-1 DENOTES CONCRETE FOOTING
CF-1 DENOTES CONCRETE COMBINED FOOTING
CMF-1 DENOTES CONCRETE MAT FOOTING
CWF-1 DENOTES CONCRETE WALL FOOTING
CSW-2 DENOTES SHEARWALL
VB-1 DENOTES CONCRETE BEAM
T.O.F. TOP OF FOOTING
T.O.S. TOP OF SLAB
SHEET S-001 GENERAL STRUCTURAL NOTES
SHEET S-002 GENERAL STRUCTURAL NOTES
SHEET S-101A COMM BLDG OVERALL FOUNDATION PLAN
SHEET S-102A COMM BLDG OVERALL FIRST FLOOR PLAN
SHEET S-501A TYPICAL SLAB-ON-GRADE DETAILS
SHEET S-502A TYPICAL CONCRETE PAD DETAILS AND REBAR SPLICE DETAILS
SHEET S-503A TYPICAL CONCRETE WALL DETAILS
SHEET S-505A FOUNDATION SCHEDULE AND DETAILS
SHEET S-506A FOUNDATION SCHEDULE AND DETAILS
SHEET S-507A FOUNDATION DETAILS
SHEET S-508A FOUNDATION DETAILS
SHEET S-509A COLUMN SCHEDULE AND DETAILS
SHEET S-510A TYPICAL CONCRETE COLUMN DETAIL
SHEET S-514A CONCRETE BEAM SCHEDULE AND DETAILS
6" THK. CONCRETE SLAB
SUB 1ST FLOOR
1ST FLOOR
BASEMENT VAULT
8" THICK
CONC. WALL
6" THICK CONC. SLAB
SUMP PIT
2' - 0"
#7 AT 12" O.C.
TOP BARS, TYP.
#7 AT 12" O.C.
TOP BARS, TYP.
#7 AT 12" O.C.
BOT. BARS, TYP.
#7 AT 12" O.C.
BOT. BARS, TYP.
#7 AT 12" O.C.
BOT. BARS, TYP.
#7 AT 12" O.C.
BOT. BARS, TYP.
#7 AT 12" O.C.
TOP BARS, TYP.
#7 AT 12" O.C.
TOP BARS, TYP.
1' - 6"14' - 6"
SLAB ON GRADE,
SEE PLAN SLAB ON GRADE,
SEE PLAN
WATERSTOP,
TYP.
1'
1'
2' - 0"
1ST FLOOR
VB - 1
C6X8.2
C6X8.2
5/8" DIA. WELDED STUD BOLT
SPACE AT 24" O.C., TYP.
CONC. SLAB
REINFORCING
CONC. SLAB
REINFORCING
2"
PLAN
NORTH
A6
NAVFAC DRAWING NO.
1 2 3 4 5
D
C
B
A
C
B
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
N A
V A
L F
A C
IL
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FIRE PROTECTION
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A/E INFO
S Y
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A P
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AS NOTED
KEY PLAN
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
NTS
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
04/28/2025
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LM LC BF
17332603
BC
1/4" = 1'-0" B1
ENTRY VAULT FOUNDATION PLAN
1/4" = 1'-0"
B2
ENTRY VAULT FLOOR PLAN
1/4" = 1'-0" B3
ENTRY VAULT BUILDING SECTION
1/4" = 1'-0" A3
ENTRY VAULT BUILDING SECTION
1/4" = 1'-0"
A1
ENTRY VAULT BUILDING SECTION
1/4" = 1' - 0" 0 5' 10' 15'1'
1 1/2" = 1'-0" C4
DETAIL
1 1
A D
D E
D D
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LM
LIC. EXP. DATE 4/30/26
BENNET T Y . FUNG
HA W A II, U.S .A
LICENSED
PROFESSIONAL
ENGINEER
No. 6293-S
4/14/25
1737021
C3
S-442A
C3
S-442A
B3
S-442A
S.J.
S.J.
6" THICK CONC. SLAB ON
GRADE WITH #4 BARS SPACED
AT 12" O.C., E.W., TYP.
8" THICK CMU
WALL, TYP.
EYE BOLT TIE
DOWN, SEE ARCH.
8" THK. x 8" HIGH
CONC. CURB
A4
S-442A
A4
S-442A
A3
S-442A
SLOPE
TWF-1
T W
F -1
TWF-1
4" THICK PROPERLY COMPACTED
STRUCTURAL FILL, ASTM D448 NO. 67 GRAVEL
SLOPE
4" THICK PROPERLY COMPACTED
STRUCTURAL FILL, ASTM D448
NO. 67 GRAVEL
1'
2'
0"
5' - 0"
CONC. CAP,
TYP
8" THICK CMU
WALL
#4 CONT. HORIZ. BAR
AT 24" O.C., TYP.
#6 VERT. BARS SPACED
AT 16" O.C., TYP.
4"
#4 CONT.
HORIZ. BAR
2- #4 CONT.
BAR
EYE BOLT TIE DOWN,
SEE ARCH.
3- #4 EACH WAY
3"
5- #4 CONT. BAR
#6 AT 10"
BOTTOM BAR
4" THICK PROPERLY COMPACTED
STRUCTURAL FILL, ASTM D448
NO. 67 GRAVEL
1ST FLOOR
EYE BOLT TIE DOWN,
SEE ARCH.
3- #4 EACH WAY
6" THK. SLAB ON
GRADE
1'
1' - 6"
4" THICK PROPERLY COMPACTED
STRUCTURAL FILL, ASTM D448
NO. 67 GRAVEL
NAVFAC DRAWING NO.
1 2 3 4 5
D
C
B
A
C
B
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
SEAL
DATE
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
TE
M
S C
O M
M A
N D
P
A C
IF
IC
A N
D E
R S
E N
G
U A
M U
S N
A V
S U
P A
C T
1 2 3
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F Y
M
C O
N P
R O
JE
C
T P
V F
A C
P A
C
IF
IC
JO
IN
T
R E
G
IO
N M
A R
IA
N
A S
D
A
SHEET OF
4 5
CONSTR. CONTR. NO.
JO
IN
T C
O N
S O
LI
D
A T
E D
C O
M M
U N
IC
A
T
IO
N C
E N
T E
R
A/E INFO
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
AS NOTED
GRAPHIC SCALE(S)
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
04/28/2025
W
S tr u c tu ra l P ro je c ts
\2 .0
P
E I
P -6
G
U M
J O
IN
T
C O
M M
C T
R F
U L L D
E S
IG
N
\C o n tr a c t
D o c s \0
W o rk in g d ra w in g \L
M B
L D
G C
O M
M -1
-S
R
L o c a l.
rv t /1
/2
:3
:4
A
M
S-442A
T R
A S
H E
N C
LO
S
U R
E F
O U
N D
A T
IO
N
P
LA
N A
N D
D E
T A
IL
E
D S
E C
T
IO
N
LM MM BF
17332645
BC
1/4" = 1'-0" A1
TRASH ENCLOSURE FOUNDATION PLAN
1/4" = 1'-0" C3
TRASH ENCLOSURE DETAILED SECTION
1/4" = 1' - 0" 0 5' 10' 15'1'
1/4" = 1'-0" B3
TRASH ENCLOSURE DETAILED SECTION
3/4" = 1'-0" A4
SECTION
3/4" = 1'-0"
A3
DETAIL
3/4" = 1' - 0" 0 1' 5'6" 2' 3' 4'
A D
D E
D C
A
LL
O U
T
/28 /20
LM
SEALLIC. EXP. DATE 4/30/26
BENNET T Y . FUNG
HA W A II, U.S .A
LICENSED
PROFESSIONAL
ENGINEER
No. 6293-S
4/14/25
UP
A1
S-704A
C4
S-704A
5' - 0"
5'
STAIR RAILINGS
4" THK. SLAB ON GRADE
WITH #4 AT 12" O.C.
RETAINING
WALL
2' - 6"
#5 TOP BAR AT 6" AND
BOTTOM BAR AT 12"
O.C., TYP.
#5 TOP AND BOTTOM
BAR AT 10" O.C., TYP.
#4 BARS AT
8" O.C., TYP.
6" THICK SLAB ON GRADE
WITH #4 TEMP. BARS AT 16"
O.C., E.W., TYP.
6" THICK SLAB ON GRADE
WITH #4 TEMP. BARS AT 16"
O.C., E.W., TYP.
#4 BARS AT
8" O.C., TYP.
SCHEDULE
SEE TYP. LAP SPLICE
SCHEDULE
SEE TYP. LAP SPLICE
#5 AT 5" O.C.,
AS SHOWN
STAIR RAILING
6"
6"
RETAINING
WALL
T.O.S
ELEV. 542.67
T.O.S
ELEV. 529.12
RETAINING WALL
FOUNDATION
PROPERLY COMPACTED
STRUCTURAL FILL
PROPERLY COMPACTED
STRUCTURAL FILL
4- #4 TEMP. BARS 4" THICK PROPERLY COMPACTED
STRUCTURAL FILL, ASTM D448 NO. 67 GRAVEL
#4 BAR AT 8" O.C.
CONC. RETAINING WALL,
SEE SCHEDULE
2"2"
VERT. BARS E.F., TYP.
HORIZ. BARS E.F., TYP.
4' - 6"
#5 TOP BAR AT 6" AND
BOTTOM BAR AT 12" O.C.,
TYP.
PROPERLY COMPACTED
STRUCTURAL FILL
PIPE 1 1/2" SCHED. 80 SS
RAILPOST, TYP.
PIPE 1 1/2 SCHED.40 SS
HANDRAIL, TYP.
PIPE 1 1/2 SCHED.40
SS HANDRAIL, TYP.
3/4" DIA. ROUND BAR
S-704A
B4
S-704A
A4
PROPERLY COMPACTED
STRUCTURAL FILL
4"
PIPE 1 1/2" SCHED. 40 SS
RAILPOST, TYP.
1/2" THK. EMBEDDED SS PLATE
WITH 2- 5/8" DIA. STUDS
4"
B5
S-704A
2 1/2" 2 1/2"
3/16
TYP.
5" 1 1/2"3"1 1/2"
PIPE 1 1/2" SCHED. 40
SS RAILPOST, TYP.
PIPE 1 1/2" SCHED. 40
SS GUARDRAIL, TYP.
1/2" THK. EMBEDDED
SS PLATE WITH 2- 5/8"
DIA. STUDS
6"
WAGNER RB15030.4 WITH
3- 1/4" x 2" SS SCREW
PIPE 1 1/2 SCHED.40
SS HANDRAIL, TYP.
NAVFAC DRAWING NO.
1 2 3 4 5
D
C
B
A
C
B
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
SEAL
DATE
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
TE
M
S C
O M
M A
N D
P
A C
IF
IC
A N
D E
R S
E N
G
U A
M U
S N
A V
S U
P A
C T
1 2 3
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F Y
M
C O
N P
R O
JE
C
T P
V F
A C
P A
C
IF
IC
JO
IN
T
R E
G
IO
N M
A R
IA
N
A S
D
A
SHEET OF
4 5
CONSTR. CONTR. NO.
JO
IN
T C
O N
S O
LI
D
A T
E D
C O
M M
U N
IC
A
T
IO
N C
E N
T E
R
A/E INFO
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
AS NOTED
GRAPHIC SCALE(S)
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
04/28/2028
W
S tr u c tu ra l P ro je c ts
\2 .0
P
E I
P -6
G
U M
J O
IN
T
C O
M M
C T
R F
U L L D
E S
IG
N
\C o n tr a c t
D o c s \0
W o rk in g d ra w in g \L
M B
L D
G C
O M
M -1
-S
R
L o c a l.
rv t /1
/2
:3
:4
A
M
S-704A
S T
A
IR
A T
R E
T A
IN
IN
G W
A
LL
LM EL BF
17332689
BC
3/8" = 1'-0" C1
STAIR AT RETAINING WALL
3/8" = 1'-0" A1
STAIR DETAILED SECTION
3/4" = 1'-0" C4
SECTION
3/8" = 1' - 0" 0 5' 10'1' 2' 3' 4'
3/4" = 1' - 0" 0 1' 5'6" 2' 3' 4'
1" = 1'-0" B4
DETAIL
1" = 1'-0" B5
DETAIL
1" = 1'-0" A4
DETAIL
1" = 1' - 0" 0 6" 1' 3'2'
A D
D E
D C
A
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O U
T A
N D
D
IM
E N
S
IO
N S
/28
/20
LM
SEALLIC. EXP. DATE 4/30/26
BENNET T Y . FUNG
HA W A II, U.S .A
LICENSED
PROFESSIONAL
ENGINEER
No. 6293-S
4/14/25
UP
H
2 3 4
G
F
E
NETWK DIST/GOV ENTRY
COMM POP
COMSEC VAULT
STAIR 2
CORRIDOR 5
M A
T C
H
LI
N E
S E
E S
H E
E T
-1
A
A
B
C
D A-205A
D1
A
B
C
D A-209A
A1
A
B
C
D A-210A
B1
A
B
C
D A-212A
A1
30'-0" 30'-0"
45'-6" 24'-6"
10'-11 1/8"
'-8
A-408A
C1
'-0
'-0
'-5
'-2
'-2
'-0
12'-6"
26'-4"
1'-1" 3'-8" 1'-1" 8'-0"
3' -0
13'-10"
6'-6"7'-0"2'-8"29'-4"
45'-6"
3' -0
'-5
'-7
1' -0
C
LR
'-0
7' -1
3'
-4
11'-0"
126A
127A 128A
125A
129 131
126B
125B
H
H
H
E2 D2
E2
D2
P
A2
H
E2P
A
P
P
PPD2
A-411A
C2
24'-0 1/2"
MATCHLINE SEE SHEET A-110A
125A
121A
126A
126 124125
E2
E2
D2
FEC
A-515A
B4
FEC
FEC
A-515A
B2
FEC
A-515A
B4
A-507A
A4
D
4'-0"
TYP
DSDSDS
DS
KNOX BOX
A-515A
B5
SIM
A-513A
C1
RAISED FLOORING - LUXURY VINYL TILE
CONCRETE SLAB
CONCRETE WALL
CERAMIC TILE
RAISED FLOORING - HIGH PRESSURE LAMINATE
RAISED FLOORING - CARPET
SYMBOL
FLOOR PLAN LEGEND
DESCRIPTION
PLAN
NORTH
A6
NAVFAC DRAWING NO.
1 2 3 4 5
D
C
B
A
C
B
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
SEAL
DATE
FIRE PROTECTION
1737021
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
TE
M
S C
O M
M A
N D
P
A C
IF
IC
A N
D E
R S
E N
G
U A
M
JR
M
1 2 3
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F Y
M
C O
N P
R O
JE
C
T P
V F
A C
P A
C
IF
IC
JO
IN
T
R E
G
IO
N M
A R
IA
N
A S
D
A
SHEET OF
4 5
CONSTR. CONTR. NO.
JO
IN
T C
O N
S O
LI
D
A T
E D
C O
M M
U N
IC
A
T
IO
N C
E N
T E
R
A/E INFO
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
AS NOTED
KEY PLAN
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
NTS
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
C
U s e rs
\d o u g la s \O n e D ri v e
A rc h it e c ts
P a c if ic
In c \D e s k to p \D
A L o c a l\ P
-6 L o c a l R e v it S
E C
U R
E \B
L D
G C
O M
M -1
-A d o u g la s Z
T J G
V .r v t
/2
/2
:5 :3
P
M
A-109A
P A
R T
IA
L
F
IR
S T
F
LO
O R
P
LA
N
FL DA DK
17332710
KYM
3/16" = 1'-0"A1
PARTIAL FIRST FLOOR PLAN - 2
3/16" = 1' - 0" 0 5' 10' 20'
1. DIMENSIONS MUST BE TAKEN AT THE FACE OF STUDS UNLESS OTHERWISE NOTED.
2. WHERE STUD WALLS ARE FLUSHED WITH THE FACE OF CONCRETE WALLS,
DIMENSIONS ARE TAKEN TO THE FINISH SURFACE OF THE STUD WALL.
3. SEE STRUCTURAL FOR COLUMN SIZES AND CONCRETE WALL THICKNESSES.
4. REFER TO DETAILS FOR FLOOR TRANSITIONS. REFER TO DOOR THRESHOLD DETAILS
WHERE FLOOR TRANSITIONS OCCUR AT DOOR OPENINGS.
/2
8/2
R
E V
IS
E
D W
A
LL
T Y
P E
S D
K
04/28/2025
EXPIRES: 4/30/26
WALL TYPE H WALL TYPE K WALL TYPE M
WALL TYPE N WALL TYPE P
INTERIOR EXTERIOR
CEILING AS SCHED
PAINT FINISH AS SCHED
5/8" THK GYP BD ON 2-1/2" 16 GA
MTL STUDS AT 16" OC W/ 1/2 AIR
SPACE
FLR FIN AS SCHED
BASE AS SCHED
BOTTOM RUNNER
ON 30# FELT
BLOCKING AT CEILING
EXTERIOR CONC WALL
5/8" THK GYP BD ON 16 GA 1-1/2"
FURRING HAT CHANNEL
FLR FIN AS SCHED
BASE AS SCHED
ACOUSTICAL SEALANT
BOTTOM OF CONC DECK
ACOUSTICAL SEALANT
CEILING AS SCHED
CONC COLUMN OR
WALL
FLR FIN AS SCHED
BASE AS SCHED,
BOTH SIDES
BOTTOM OF CONC DECK
CEILING AS SCHED
10" CONC WALL
FLR FIN AS SCHED
BASE AS SCHED,
BOTH SIDES
BOTTOM OF DECK
8" CONC WALL
BASE AS SCHED,
BOTH SIDES
CEILING AS SCHED
8" CONC WALL
BOTTOM OF CONC DECK
BLOCKING AT CEILING
FLR FIN AS SCHED
PAINT FINISH AS SCHED
BOTTOM OF CONC DECK
TOP RUNNER
CONT SEALANT
FLR FIN AND BASE AS
SCHED ON RAISED
FLOOR WHERE OCCURS
CONT SEALANT
FLR FIN AND BASE AS
SCHED ON RAISED
FLOOR WHERE OCCURS
PAINT FINISH AS SCHED,
BOTH SIDES
PAINT FINISH AS SCHED,
BOTH SIDES
CEILING AS SCHED
FLR FIN AND BASE AS
SCHED ON RAISED
FLOOR WHERE OCCURS
FLR FIN AND BASE AS
SCHED ON RAISED
FLOOR WHERE OCCURS
(2) LAYERS OF 5/8" THK GYP BD
ON 2-1/2" 16 GA MTL STUDS AT
16" OC W/ 1/2 AIR SPACE
PAINT FINISH AS SCHED
16 GA CLIP AT EACH STUD
SPACED AT 6'-0" OC
FLR FIN AND BASE AS
SCHED ON RAISED
FLOOR WHERE OCCURS
TOP RUNNER
ACOUSTICAL SEALANT
ACOUSTICAL SEALANT
2-1/2" BLANKET INSULATION
WALL TYPE N2
2 HR
FLR FIN AS SCHED
BASE AS SCHED,
BOTH SIDES
BOTTOM OF DECK
8" CONC WALLPAINT FINISH AS SCHED,
BOTH SIDES
CEILING AS SCHED
FLR FIN AND BASE AS
SCHED ON RAISED
FLOOR WHERE OCCURS
WALL TYPE M2
2 HR
FLR FIN AS SCHED
BASE AS SCHED,
BOTH SIDES
BOTTOM OF CONC DECK
CEILING AS SCHED
10" CONC WALL
PAINT FINISH AS SCHED,
BOTH SIDES
FLR FIN AND BASE AS
SCHED ON RAISED
FLOOR WHERE OCCURS
16 GA ANGLE CLIP AT EACH
STUD SPACED AT 6'-0" OC
NAVFAC DRAWING NO.
1 2 3 4 5
D
C
B
A
C
B
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
SEAL
DATE
FIRE PROTECTION
1737021
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
TE
M
S C
O M
M A
N D
P
A C
IF
IC
A N
D E
R S
E N
G
U A
M
JR
M
1 2 3
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F Y
M
C O
N P
R O
JE
C
T P
V F
A C
P A
C
IF
IC
JO
IN
T
R E
G
IO
N M
A R
IA
N
A S
D
A
SHEET OF
4 5
CONSTR. CONTR. NO.
JO
IN
T C
O N
S O
LI
D
A T
E D
C O
M M
U N
IC
A
T
IO
N C
E N
T E
R
A/E INFO
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
AS NOTED
GRAPHIC SCALE(S)
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
C
U s e rs
\d o u g la s \O n e D ri v e
A rc h it e c ts
P a c if ic
In c \D e s k to p \D
A L o c a l\ P
-6 L o c a l R e v it S
E C
U R
E \B
L D
G C
O M
M -1
-A d o u g la s Z
T J G
V .r v t
/2
/2
:5 :3
P
M
A-502A
W A
LL
T
Y P
E S
FL DA DK
17332797
KYM
1" = 1'-0"
WALL TYPES - 2
1" = 1' - 0"
0 6" 1' 3'2'A1
/0
3/
04/28/2025
R E
V
IS
E D
W A
LL
T
Y P
E S
D K
/2
8/2
D
E
LE
T E
D W
A
LL
T Y
P E
D K
NAVFAC DRAWING NO.
1 2 3 4 5
D
C
B
A
C
B
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
SEAL
DATE
FIRE PROTECTION
1737021
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
TE
M
S C
O M
M A
N D
P
A C
IF
IC
A N
D E
R S
E N
G
U A
M
JR
M
1 2 3
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F Y
M
C O
N P
R O
JE
C
T P
V F
A C
P A
C
IF
IC
JO
IN
T
R E
G
IO
N M
A R
IA
N
A S
D
A
SHEET OF
4 5
CONSTR. CONTR. NO.
JO
IN
T C
O N
S O
LI
D
A T
E D
C O
M M
U N
IC
A
T
IO
N C
E N
T E
R
A/E INFO
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
AS NOTED
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
C
U s e rs
\d o u g la s \O n e D ri v e
A rc h it e c ts
P a c if ic
In c \D e s k to p \D
A L o c a l\ P
-6 L o c a l R e v it S
E C
U R
E \B
L D
G C
O M
M -1
-A d o u g la s Z
T J G
V .r v t
/2
/2
:5 :3
P
M
A-602A
M A
T E
R
IA
L S
C H
E D
U
LE
FL DA DK
17332815
KYM
MATERIAL SCHEDULE
MATERIAL
KEY MATERIAL DESCRIPTION
SPEC
SECTION
SOURCE /
MANUFACTURER
(FOR
REFERENCE
ONLY)
SIZE / PATTERN /
FINISH
COLOR NAME /
PRODUCT NO.
REFERENCE REMARKS
ACT-1 ACOUSTICAL CEILING TILE 09 51 00 ARMSTRONG 24" X 24" CIRRUS HIGH
NRC
ANGULED TEGULAR NRC 0.75, CAC 35, 7/8" THICK PANEL
AP-1 ACOUSTICAL WALL PANEL 09 84 20 MDC ZINTRA 1" THK, POLYESTER CADET / BATTEN 6
CPT -1 CARPET TILE SHAW CONTRACT 24"X24" CARPET TILE ALCHEMY 5T135, SILVER ONYX 30 OZ SOLUTION DYED. SYNTHETIC
MOISTURE BARRIER BACKING
CS-1 CONCRETE SEALER 03 30 00
CT-1 PORCELAIN CERAMIC TILE 09 30 10 DAL-TILE 12" X 24", 3/8" THK,
UNPOLISHED
IMAGICA, HAZE, IG97 1/8" GROUT JOINTS; RESTROOM FLOORS
CT-2 PORCELAIN CERAMIC TILE 09 30 10 AMERICAN OLEAN 12"X 24", 5/16" THK, MINIMUM, LIGHT-GRAY, MN43 1/8" GROUT JOINTS; RESTROOM
WAINSCOT 1
CT-3 PORCELAIN CERAMIC MOSAIC TILE 09 30 10 DAL-TILE 2" X 2", 3/8" THK, MOSAIC,
HONED
HAUT MONDE, ELITE GRAY, HM05 1/8" GROUT JOINTS; SHOWER FLOORS
CT-4 PORCELAIN CERAMIC TILE 09 30 10 AMERICAN OLEAN 12"X 24", 5/16" THK, MINIMUM, TAUPE, MN42 1/8" GROUT JOINTS: RESTROOM
WAINSCOT 2
CT-5 PORCELAIN CERAMIC TILE 09 30 10 AMERICAN OLEAN 12"X 24", 5/16" THK, MINIMUM, WHITE, MN40 1/8" GROUT JOINTS: SHOWER WAINSCOT
CT-6 PORCELAIN CERAMIC TILE 09 30 10 DAL-TILE 12" X 24", 3/8" THK,
UNPOLISHED
IMAGICA, VISION, IG95 1/8" GROUT JOINTS; CORRIDOR FLOOR 1
CT-7 PORCELAIN CERAMIC TILE 09 30 10 DAL-TILE 12" X 24", 3/8" THK,
UNPOLISHED
HAUT MONDE, ELITE GRAY, HM05 1/8" GROUT JOINTS; CORRIDOR FLOOR 2
EFS-1 EXTERIOR FINISH SYSTEM 07 24 00 FINE TEXTURE ANTIQUE LINEN - FED SPECS 23578 EXTERIOR WALL - FIELD
EFS-2 EXTERIOR FINISH SYSTEM 07 24 00 FINE TEXTURE TOBACCO BROWN - FED SPECS
20117
EXTERIOR WALL - ACCENT
FAR-1 FLUID-APPLIED ROOF MEMBRANE 07 56 00 WHITE ROOF
FAR-2 FLUID-APPLIED ROOF MEMBRANE 07 56 00 MISSION RED - FED SPEC 22144 LOWER ROOF
FAR-3 FLUID-APPLIED ROOF MEMBRANE 07 56 00 ANTIQUE LINEN - FED SPECS 23578 OTHER SURFACES
FC-1 FLOOR COATING, POLYURETHANE 09 90 00 SHERWIN WILLIAMS SEMI-GLOSS HAZE GRAY / HS POLYURETHANE INTERIOR SHOP, STORAGE
FC-2 FLOOR / WALL COATING, EPOXY 09 67 23.15 SHERWIN WILLIAMS SEMI-GLOSS HAZE GRAY / 650 SL/RC ENTRY VAULT
FM-1 FLOOR ENTRY DRAINABLE WALK-OFF
MATT
12 48 13 CS-GROUP POURED ABRASIVE
INSERTS
943 LOAM
GLZ-1 IMPACT SECURITY GLAZING 08 81 00 TOTAL SECURITY
SOLUTIONS
1 1/4" INSULATED TSS 3-500-1 1/4" ,SECURITY LEVEL
III
BALLISTIC AND FORCED ENTRY
GLZ-2 TEMPERED SAFETY GLAZING 10 28 19 VIGO INDUSTRIES 3/8" TEMPERED GLASS CLEAR FRAMELESS SHOWER ENCLOSURE
GT-1 TILE GROUT 09 30 10 MAPEI KERAPOXY SAHARA BEIGE - 11 COORDINATES W/ CT-1, CT-3, CT-7
GT-2 TILE GROUT 09 30 10 MAPEI KERAPOXY IRON - 107 COORDINATES W/ CT-1
GT-3 TILE GROUT 09 30 10 MAPEI KERAPOXY DRIFTWOOD - 105 COORDINATES W/ CT-5, CT-6, CT-2
GT-4 TILE GROUT 09 30 10 MAPEI KERAPOXY BAHAMA BEIGE - 04 COORDINATES W/ CT-4
HPL-1 HIGH PRESSURE LAMINATE 06 41 16.00 10 FORMICA MATTE FLINT CRYSTAL, 3518-65 DATA ROOM, RAISED ACCESS FLOORING
LVT-1 LUXURY VINYL TILE 09 65 00 MANNINGTON 12" X 12" LULWORTH STONE, AROSSST41 ELEVATOR FLOOR
LVT-2 LUXURY VINYL TILE 09 65 00 MANNINGTON 12" X 12" LINEAR METALLIC STEEL,
AROALA21
ELEVATOR FLOOR
LVT-3 LUXURY VINYL TILE 09 65 00 TARKETT IQ WARM SAND, 0467 CORRIDOR, RAISED ACCESS FLOORING
PLAM-1 PLASTIC LAMINATE 06 41 16.00 10 FORMICA MATTE BURNT STRAND, 6307-58 BASE CABINETS AND WALL CABINETS
-BREAK ROOM
PLAM-4 PLASTIC LAMINATE 06 41 16.00 10 FORMICA MATTE GREIGE SOFTWOOD, 4924-NG EXECUTIVE DESK
PT-1 PAINT 09 90 00 SHERWIN WILLIAMS SEMI-GLOSS DRIFT OF MIST SW9166 INTERIOR PAINT - FIELD COLOR
PT-2 PAINT 09 90 00 SHERWIN WILLIAMS FLAT FINISH FUTON SW7101 INTERIOR PAINT (GYP BD) - CEILING
PT-3 PAINT 09 90 00 SHERWIN WILLIAMS SEMI-GLOSS PUSSYWILLOW SW7643 INTERIOR PAINT - MEDIUM NEUTRAL
ACCENT
PT-4 PAINT 09 90 00 SHERWIN WILLIAMS SEMI-GLOSS DOVETAIL SW7018 INTERIOR PAINT, DARK NEUTRAL ACCENT, DOOR & WINDOW FRAMES
PT-5 PAINT 09 90 00 SHERWIN WILLIAMS SEMI-GLOSS STOLEN KISS SW7586 INTERIOR PAINT - RED ACCENT
PT-6 PAINT 09 90 00 SHERWIN WILLIAMS SEMI-GLOSS TOBACCO BROWN - FED SPECS
20117
EXTERIOR PAINT - DOORS, DOOR FRAMES,
LOUVERS
RB-1 RESILIENT BASE 09 65 00 ROPPE 4" PINNACLE RUBBER BASE, BLACK
COORDINATES W/ CPT-1
RB-2 RESILIENT BASE 09 65 00 ROPPE 4" PINNACLE RUBBER BASE, SLATE
COORDINATES W/ CT-4
SS-1 SOLID SURFACE 06 61 16 FORMICA 1/2" THICK GRAY RENEW 749 BREAK ROOM, KITCHENETTE
COUNTERTOPS
SS-2 SOLID SURFACE 06 61 16 CORIAN 1/2" THICK WHITE JASMINE RESTROOM COUNTERTOPS
SST-1 TYPE 316 STAINLESS STEEL ,
SST-2 STAINLESS STEEL PANELS 14 21 23 - BRUSHED SATIN SILVER ELEVATOR PANELING - TYPE 316
STAINLESS STEEL
SST-3 STAINLESS STEEL CEILING 14 21 23 - BRUSHED SATIN SILVER ELEVATOR T-FRAME WITH LEXAN
DIFFUSERS - TYPE 316 STAINLESS STEEL
ST-1 MARBLE THRESHOLD 09 30 10 GEORGIA MARBLE
COMPANY
DIAMOND SATIN FINISH WHITE CHEROKE RESTROOMS
TP-1 PHENOLIC TOILET PARTITION 10 21 13 BOBRICK CORP 1/2", 3/4" DURALINE
SERIES 1080/1180
PEWTER MESH 4878-38 OVERHEAD BRACED, MENS RESTROOMS
TP-2 PHENOLIC TOILET PARTITION 10 21 13 BOBRICK CORP 1/2", 3/4" DURALINE
SERIES 1080/1180
EVENING TIGRIS 4674-60 OVERHEAD BRACED, WOMENS
RESTROOMS
WP-1 WALL PROTECTION - HIGH IMPACT
WALL COVERING
10 26 00 CS ACROVYN 5/64" #934 PEARL CORRIDOR WAINSCOT - 36" HI
WP-2 WALL PROTECTION - CORNER GUARD 10 26 00 CS ACROVYN 3 1/2" X 3 1/2" X 48", #4
SATIN FINISH
CO-8, 304 STAINLESS STEEL CORRIDOR
WP-3 WALL PROTECTION - CRASH RAIL 10 26 00 CS ACROVYN 5 1/2" X 1 1/2", 16 GA SS SCR-16SSV CORRIDOR
NOTES:
- FOR COMMUNICATIONS FACILITY, SEE DRAWING A-601A FOR ROOM FINISH SCHEDULE.
- SEE SPECIFICATIONS FOR MATERIAL PERFORMANCE DATA AND CHARACTERISTICS.
- MANUFACTURER REFERENCES INDICATE COLORS, PATTERNS AND TEXTURES REQUIRED FOR EXTERIOR AND INTERIOR FINISHES. PRODUCTS FROM OTHER MANUFACTURERS MEETING THE
REQUIRED COLOR, PATTERN AND TEXTURE MAY BE SUBMITTED FOR APROVAL.
EXTERIOR FINISH SCHEDULE
EXTERIOR KEY EXTERIOR MATERIAL DESCRIPTION REMARKS
EFS-1 DIRECT-APPLIED EXTERIOR FINISH SYSTEM, FIELD
EFS-2 DIRECT-APPLIED EXTERIOR FINISH SYSTEM, ACCENT
FAR-1 FLUID-APPLIED ROOF MEMBRANE, ROOF
FAR-2 FLUID-APPLIED ROOF MEMBRANE, LOWER ROOF
FAR-3 FLUID-APPLIED ROOF MEMBRANE, SURFACES OTHER THAN ROOF
EXPOSED EXTERIOR SIDE OF INTEGRAL CONCRETE GUTTER, VERTICAL SURFACES AND UNDERSIDE OF CONC SLABS TO
MATCH EXTERIOR WALL
PT-6 EXTERIOR PAINT DOORS, DOOR FRAMES, LOUVERS, DOWNSPOUTS, AND OTHER MISCELLANEOUS METALS
SST-1 STAINLESS STEEL RAILINGS
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TYPICAL FOR EXTERIOR WALL BASE AT COMM BUILDING, 3'-0" HIGH
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| CS124A - PCC JOINTING PLAN - 4 |
| CS508A - PAVEMENT DETAILS (2 OF 2) |
| S-400A - ENLARGED ENTRY VAULT FOUNDATION PLAN |
| S-442A - TRASH ENCLOSURE FOUNDATION PLAN AND DETAILED SECTION |
| S-704A - STAIR AT RETAINING WALL |
| A-109A - PARTIAL FIRST FLOOR PLAN - 2 |
| A-502A - WALL TYPES |
| A-602A - MATERIAL SCHEDULE |
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