Attachment 3d-MMAC-BMB Type B-Final IFC Drawings-VOLUME 1_R1 pages 91thru140.pdf
PDF 16 MB Posted
- Attached to
- MMAC Base Maintenance Renovation
- Solicitation number
- 6973GH-20-R-00062
About this file
This solicitation seeks proposals to complete renovation of the Base Maintenance Building at the Mike Monroney Aeronautical Center. The successful offeror will provide all labor, supplies, equipment, material and equipment to modernize Building 15 in accordance with specifications and drawings in Solicitation 6973GH-20-R-00062 issued by the Department of Transportation Federal Aviation Administration Non-Franchise Acquisition Services. Renovations include upgrades to mechanical, electrical and plumbing systems as well as interior renovations. Offerors should have experience in commercial construction projects. The period of performance is 360 days from award.
View the file
Other files
Show all 26
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
AA
BB
CC
DD
KK
JJ
HH
GG
FF
EE
A.
A.
B.
B.
6.
6.
.7
.7
A-
A-
1/2" / 1'-0"
1/
4 "
1' -0
1/
4 "
1' -0
± 1/4" / 1'-0"
± 1/4" / 1'-0"
1/ 4"
1'
-0
1/ 4 "
1'
-0
1/ 4 "
1'
-0
AA AA
A-
4 1
AE
1/
4 "
1' -0
1/
4 "
1' -0
2 A- 4 4
A-
4 1
RO
O F
LA
D D
ER
W
I T H
PL
A T
FO
RMRO
OF
LA
D D
ER
W
IT
H P L
AT
FO
RM
5 AE
A-
4 1
TE
MP
OR
AR
Y
CU
RB
T
O
TE
RM
IN
AT
E/
FL
AS
H
NE
W
MO
DI
FI
ED
B
IT
UM
EN
R
OO
F
TO
EX
IS
TI
NG
G
RA
VE
L-
BA
LL
AS
TE
D
BU
ILT
-U P
RO
OF
2" E
XP
AN
S I
ON
JO
IN
T
1/8" / 1 '-0"
1/8" / 1 '-0"
OV
ER
FL
OW
R
OO
F
DR
AI
N
RO
O F
D
RA
IN
3 A- 4 4
A-
4 1
1/2" / 1'-0"
1/ 4"
1'
-0
1/ 4 "
1'
-0
1/ 4 "
1'
-0
1/2" / 1'-0"
1/2" / 1'-0"
/1
6"
5"
/1 6"
/8
TYP.
25'-0"
8'- 0 "
4'- 0 "
1/4" / 1'-0"
1/4" / 1'-0"
1/ 4"
1'
-0
1/ 4 "
1'
-0
1/ 4 "
1'
-0
TA
PE
RE
D
RI
GI
D
IN
SU
LA
T I
ON
1/ 2
" S
LO
P E D
PA
NE
LS
A
ND
F
ILL
TA
PE
RE
D
RI
GI
D
IN
SU
LA
T I
ON
1/ 2
" S
LO
P E D
PA
NE
LS
A
ND
F
ILL
TA
PE
RE
D
RI
GI
D
IN
SU
LA
T I
ON
1/ 2
" S
LO
P E D
PA
NE
LS
A
ND
F
ILL
6'- 8 "
6'- 8 "
60°
8'- 0 "
4'- 0 "
TYP.
25'-0" 21'-0" 4'-0" 8'-0"
'- 0
TY
P .
'- 0
±9'-0" ±11'-6"
RO
O F
D
RA
IN
OV
E R
FL
OW
R
OO
F
DR
AI
N
1/ 4"
1'
-0
TA
P E
RE
D
R I
GI
D
IN
S U
LA
TI
O N
1/2
" S
LO
PE
D
PA
N E
LS
A
N D F
ILL
TA
P E
RE
D
R I
GI
D
IN
S U
LA
TI
O N
1/2
" S
LO
PE
D
PA
N E
LS
A
N D F
ILL
TA
P E
RE
D
R I
GI
D
IN
S U
LA
TI
O N
1/2
" S
LO
PE
D
PA
N E
LS
A
N D F
ILL
PR
E F
IN
IS
H E D
ME
T A
L
PA
R A
PE
T C A
P
FL
A S
HI
NG
PR
E F
IN
IS
H E
D
ME
T A L
PA
R A
PE
T
C A P
FL
A S
HI
NG
PR
E F
IN
IS
H E D
ME
T A
L P A
RA
PE
T
CA
P
FL
AS
HI
NG
PR
E F
IN
IS
H E D
ME
T A
L P A
RA
PE
T
CA
P
FL
AS
HI
NG
RIDGERIDGE
RI
DG
E
WARPED VALLE
Y
WARPED HIP
RIDGE
, R E:
1/ A-
GENERAL NOTES (ROOF PLAN):
1. PREFINISHED METAL DOWNSPOUT -4 X 4" PLAIN RECTANGULAR
DOWNSPOUT FOR ALL DOWNSPOUT LOCATIONS, UNLESS NOTED
OTHERWISE.
2. REFER _A-410, A-420, A-430 FOR ROOF LADDER LOCATIONS.
3. REFER CEILING PLANS FOR SOFFIT VENT REQUIREMENTS
4. PROVIDE 3'-0" WIDE EXTRA ROOFING MEMBRANE LAYER AROUND
ALL ROOF TOP EQUIPMENT
5. TAPERED INSULATION AND CRICKETS SHALL HAVE A MINIMUM
1/4":1'-0 SLOPE
6. PROVIDE A 2' x 2' SUMP AROUND ALL ROOF DRAINS
7. PROVIDE AN OVERFLOW [DRAIN or SCUPPER] AT ALL ROOF DRAIN
LOCATIONS.
8. PROVIDE GUTTER AND DOWNSPOUTS AT CANOPY LOCATIONS
D
B CA
KEY PLAN
MODIFIED BITUMEN ROOFING (RF-1)
TAPERED ROOF INSULATION
CRICKET - TAPERED ROOF INSULATION
ADDITIONAL LAYER OF ROOFING
MEMBRANE OR WALK PAD EXPANSION JOINT
ROOF DRAIN -
RE: MECHANICAL
HVAC EQUIPMENT RE: MECHANICAL
SPOT ELEVATION - DENOTES TOP OF
STUD OR MASONRY ABOVE F.F.
ELEVATION; DOES NOT INCLUDE
BLOCKING OR FLASHING
ROOF LEGEND
ROOF ACCESS LADDERS
OVERFLOW ROOF DRAIN -
RE: MECHANICAL
WORK AREAS (WITHIN BUILDING)
FULLY OCCUPIED BY USER /
NO WORK THIS PHASE
UNDER CONSTRUCTION
OCCUPIED/LIMITED CONSTRUCTION -
COORDINATE WORK WITH USERS
(SITE NOT SHADED)
REVIEWED BY
DRAWN BY:
DESIGNED BY:
PLOT DATE: PLOT SCALE:
DRAWING NO. AMP-400-E-
OF
LO
C
AL
F
IL
E:
PL
O
T D
AT
E:
LW
PB
J O
B N
O
C
EN
TR
AL
F
A
B
C
D
E
F
G
A
B
C
D
E
F
G
TE
M
PL
AT
E:
SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
DATE:
APPROVED BY:
ISSUED BY
OFFICE OF:
FACILITY
MANAGEMENT
AMP-400
PROJECT MANAGER:
WORK REQUEST NO:
BASE MAINTENANCE BUILDING
12/20/19
As indicated12/20/2019 4:03:22 PM
BI
M
FA
A M
M
AC
B as e M ai nt en an ce B ui ld in g/
M M
AC
-B
M B
R en ov at io n
Ty pe
B -A rc h.
rv t
/2
0/
:0 3:
P
M
RENOVATION OF BMB-15
(BASE MAINTENANCE BUILDING)
6125 SW 68TH ST, OKLAHOMA CITY, OK
ROOF PLAN - OVERALL - PHASE 1
A-410BW
MN
2014-004363
-1
5-
G
0E
\\l w pb -fi le sr vr \F ed er al
FA
A\
FA
A
ID
IQ
\T O
B M
B R en ov at io n Ty pe B
\0
D w gs \0
Ar ch M
M
AC
-B M
B R en ov at io n Ty pe B
7.
rv t
LW
PB
0 1
6.
0 2
12/20/19
MONTE THURMAN,
AMP-400
2014-004363
MONTE THURMAN,
AMP-400
SC
AL
E:
/1 6"
'-0
A- 4 1
R O
O F
PL
A N
C
O N
ST
R
U C
TI
O
N
PH
A S
E
(A R
EA
B
,C
N O
R
TH
SYMBOL DESCRIPTION DATE APPR
AA
BB
CC
DD
KK
JJ
HH
GG
FF
EE
A.
A.
B.
B.
6.
6.
.7
.7
A-
A-
A-
A-
1/4" / 1'-0"
1/ 4"
1'
-0
1/ 4 "
1'
-0
AA AA
1/ 4 "
1'
-0
1/ 4 "
1'
-0
1/ 4 "
1'
-0
1/ 4 "
1'
-0
TI
E
PH
AS
E 2 R
OO
FI
NG
IN
TO
P
HA
SE
RO
OF
G.
PA
TC
H
AN
D
RE
PA
IR
A
S
NE
ED
ED
T O
MA
IN
TA
RO
OF
W
AR
RA
NT
Y.
0" TO 1/2" / 1'-0" (WARPED)
RO
OF
LA
D D
ER
W
I T H
PL
A T
FO
RM
PR
E F
IN
IS
H E D
ME
T A
L
DO
W
NS
PO
UT
PR
E F
IN
IS
H E D
ME
T A
L
GU
T T
ER
PR
E F
IN
IS
H E D
ME
T A
L
PA
R A
PE
T C A
P
FL
A S
HI
NG
OP
TI
ON
N
O.
OP
TI
ON
N
O.
1/ 4 "
1'
-0
1/ 4"
1'
-0
1/ 4"
1'
-0
1/4" / 1'-0"
4'-0
8'-0
8'-0
EQ
EQ
EQ
8'-0
TYP.
25'-0"21'-0"4'-0"8'-0"
1/8" / 1 '-0"
1/8" / 1 '-0"
6'- 8 "
6'- 8 "
60°
OV
E R
FL
OW
R
OO
F
DR
AI
N
RO
O F
D
RA
IN
RO
O F
D
RA
IN
OV
E R
FL
OW
R
OO
F
DR
AI
N
TA
PE
RE
D
RI
GI
D
IN
SU
LA
T I
ON
1/ 2
" S
LO
P E D
PA
NE
LS
A
ND
F
ILL
TA
P E
RE
D
R I
GI
D
IN
S U
LA
TI
O N
1/2
" S
LO
PE
D
PA
N E
LS
A
N D F
ILL
TA
P E
RE
D
R I
GI
D
IN
S U
LA
TI
O N
1/2
" S
LO
PE
D
PA
N E
LS
A
N D F
ILL
TA
P E
RE
D
R I
GI
D
IN
S U
LA
TI
O N
1/2
" S
LO
PE
D
PA
N E
LS
A
N D F
ILL
TA
PE
RE
D
RI
GI
D
IN
SU
LA
T I
ON
1/ 2
" S
LO
P E D
PA
NE
LS
A
ND
F
ILL
TA
PE
RE
D
RI
GI
D
IN
SU
LA
T I
ON
1/ 2
" S
LO
P E D
PA
NE
LS
A
ND
F
ILL
PR
E F
IN
IS
H E D
ME
T A
L
PA
R A
PE
T C A
P
FL
A S
HI
NG
10 A- 4 4
A-
4 2
RIDGE
PR
EF
IN
IS
H E D
ME
T A
L
PA
R A
PE
T C A
P
FL
A S
HI
NG
PR
E F
IN
IS
H E D
ME
T A
L
PA
R A
PE
T C A
P
FL
A S
HI
NG
EX
PA
ND
ED
F
RA
ME
FO
R
NE
W
R
TU
, R
ST
RU
CT
M
EC
H.
D
B CA
KEY PLAN
MODIFIED BITUMEN ROOFING (RF-1)
TAPERED ROOF INSULATION
CRICKET - TAPERED ROOF INSULATION
ADDITIONAL LAYER OF ROOFING
MEMBRANE OR WALK PAD EXPANSION JOINT
ROOF DRAIN -
RE: MECHANICAL
HVAC EQUIPMENT RE: MECHANICAL
SPOT ELEVATION - DENOTES TOP OF
STUD OR MASONRY ABOVE F.F.
ELEVATION; DOES NOT INCLUDE
BLOCKING OR FLASHING
ROOF LEGEND
ROOF ACCESS LADDERS
OVERFLOW ROOF DRAIN -
RE: MECHANICAL
GENERAL NOTES (ROOF PLAN):
1. PREFINISHED METAL DOWNSPOUT -4 X 4" PLAIN RECTANGULAR
DOWNSPOUT FOR ALL DOWNSPOUT LOCATIONS, UNLESS NOTED
OTHERWISE.
2. REFER _A-410, A-420, A-430 FOR ROOF LADDER LOCATIONS.
3. REFER CEILING PLANS FOR SOFFIT VENT REQUIREMENTS
4. PROVIDE 3'-0" WIDE EXTRA ROOFING MEMBRANE LAYER AROUND
ALL ROOF TOP EQUIPMENT
5. TAPERED INSULATION AND CRICKETS SHALL HAVE A MINIMUM
1/4":1'-0 SLOPE
6. PROVIDE A 2' x 2' SUMP AROUND ALL ROOF DRAINS
7. PROVIDE AN OVERFLOW [DRAIN or SCUPPER] AT ALL ROOF DRAIN
LOCATIONS.
8. PROVIDE GUTTER AND DOWNSPOUTS AT CANOPY LOCATIONS
WORK AREAS (WITHIN BUILDING)
FULLY OCCUPIED BY USER /
NO WORK THIS PHASE
UNDER CONSTRUCTION
OCCUPIED/LIMITED CONSTRUCTION -
COORDINATE WORK WITH USERS
(SITE NOT SHADED)
REVIEWED BY
DRAWN BY:
DESIGNED BY:
PLOT DATE: PLOT SCALE:
DRAWING NO. AMP-400-E-
OF
LO
C
AL
F
T D
AT
E:
LW
PB
J O
B N
O
C
EN
TR
AL
F
A
B
C
D
E
F
G
A
B
C
D
E
F
G
TE
M
PL
AT
E:
SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
DATE:
APPROVED BY:
ISSUED BY
OFFICE OF:
FACILITY
MANAGEMENT
AMP-400
PROJECT MANAGER:
WORK REQUEST NO:
BASE MAINTENANCE BUILDING
12/20/19
As indicated12/20/2019 4:03:36 PM
BI
M
FA
A M
M
AC
B as e M ai nt en an ce B ui ld in g/
M M
AC
-B
M B
R en ov at io n
Ty pe
B -A rc h.
rv t
/2
0/
:0 3:
P
M
RENOVATION OF BMB-15
(BASE MAINTENANCE BUILDING)
6125 SW 68TH ST, OKLAHOMA CITY, OK
ROOF PLAN - OVERALL - PHASE 2
A-420BW
MN
2014-004363
-1
5-
G
0E
\\l w pb -fi le sr vr \F ed er al
FA
A\
FA
A
ID
IQ
\T O
B M
B R en ov at io n Ty pe B
\0
D w gs \0
Ar ch M
M
AC
-B M
B R en ov at io n Ty pe B
7.
rv t
LW
PB
0 1
6.
0 2
12/20/19
MONTE THURMAN,
AMP-400
2014-004363
MONTE THURMAN,
AMP-400
SC
AL
E:
/1 6"
'-0
A- 4 2
R O
O F
PL
A N
C
O N
ST
R
U C
TI
O
N
PH
A S
E
(A R
EA
A
N
O R
TH
EXTERIOR WALL- RE:
ROOF PLANS AND
SECTIONS
ROOFING MEMBRANE
4" CANT STRIP
EXTEND FLASHING
MEMBRANE UP & OVER
TOP OF PARAPET
TY
P.
1'- 0"
M A X.
1'- 0"
1'- 0"
3'- 6"
ADD ADDITIONAL SUPPORTS AT
LADDER ATTACHMENTS
L2X2X1/4" (LLH) GALV.
STEEL ANGLE FRAME
WELDED TO STRINGERS
HEAVY GAUGE GALV.
EXPANDED METAL MESH
PLATFORMREFER TO PARAPET DETAIL
SEAL AROUND WALL VENEER
2" X 1/2" GALV. STEEL PLATE BRACKET
AT 48" O.C. MAX. EA. SIDE: PROVIDE 4"
BENT LEG WITH 1/2" DIA. X 6" EXP.
BOLTS
2" X 1/2" GALV. STEEL PLATE
STRINGERS 18" APART RADIUS
ENDS
1" DIA. STEEL BAR RUNGS AT 12" O.C.
VERTICALLY MAX. VERIFY NUMBER AND
SPACING AT EACH LADDER
TWO PIECE PREFINISHED METAL
FLASHING
FLEXIBLE MEMBRANE FLASHING
OVER METAL FLASHINGWALL SYSTEM
ROOFING MEMBRANE
4" CANT STRIP
ROOF SYSTEM
ROOF SYSTEM
FI
EL
D
VE
R I
FY
HE
IG
HT
V
AR
IE
S
PAINT XPT-1
7"
SEALANT TAPE
PREFINISHED METAL
FLASHING WITH 1/2" RIGID
INSULATION-CROSS-BREAK
FOR DRAINAGE
GASKETED FASTENERS AT 1'-0" O.C.
MEMBRANE FLASHING FASTENERS AT 8"
O.C.
REMOVABLE SHEET METAL
COUNTERFLASHING
MULTIPLE-PLY MEMBRANE BASE
FLASHING (EXTEND TO TOP OF CURB
AND 1'-0" ONTO ROOF MIN.)
4" FIBER CANT
MULTIPLE-PLY ROOF MEMBRANE
COVERBOARD
INSULATION
RIGID INSULATION- PROVIDE
MULTIPLE LAYERS IF THICKNESS
IS 2" OR GREATER (STAGGER JOINTS)
ROOF DECK
CONTINUOUS 2x
WOOD BLOCKING
FILL CURB WITH COMPRESSED
BATT INSULATION
UTILITY PIPE AND/OR
CONDUIT-PROVIDE
GASKETED COLLAR FOR ALL
PENETRATIONS
3/4" PLYWOOD
SEALANT TAPE
ROOF CURB
GASKETED FASTENERS AT 1'-0" O.C.
MEMBRANE FLASHING FASTENERS AT 8" O.C.
REMOVABLE SHEET METAL COUNTERFLASHING
MULTIPLE-PLY MEMBRANE BASE
FLASHING (EXTEND TO TOP OF CURB
AND 1'-0" ONTO ROOF MIN.)
4" FIBER CANT
MULTIPLE-PLY ROOF MEMBRANE
COVERBOARD INSULATION
RIGID INSUL- PROVIDE MULTIPLE
LAYERS IF THICKNESS IS 2" OR
GREATER (STAGGER JOINTS)
ROOF DECK
CONT. UNTREATED 2x WOOD BLOCKING
SECURED TO ANGLE FRAME
2'-0" TO BACK OF PARAPET
CAST IRON DRAIN STRAINER
CLAMPING RING
MODIFIED BITUMEN ROOF
MEMBRANE CAP SHEET
MEMBRANE STRIPPING PLY
1/4" /FT 1/2" /FT
30" SQUARE MIN., 2 1/2 LB. TO 4LB. LEAD OR 16OZ.
SOFT COPPER FLASHING SET IN COMPATIBLE
ROOF CEMENT PRIME TOP SURFACE BEFORE
STRIPPING
MODIFIED BITUMEN ROOF
MEMBRANE BASE PLY
DECK CLAMP
MEMBRANE FIELD PLIES,
METAL
FLASHING AND
STRIPPING PLY
ALL EXTEND UNDER
CLAMPING RING
DRAIN BOWL
MULTIPLE-PLY ROOF
MEMBRANE
COVERBOARD INSULATION
RIGID INSUL- PROVIDE
MULTIPLE LAYERS IF
THICKNESS IS 2" OR
GREATER (STAGGER
JOINTS)
ROLLED LEAD FLASHING
1" INTO PIPE- SET IN
FLANGE IN MASTIC
PLUMBING VENT / FLUE
ROOF DECK
PIPE SUPPORT
REFER MECH
ONE LAYER OF MODIFIED BITUMEN
AT LEAST 2" LARGER IN EACH
DIMENSION THAN THE BASE OF THE
PIPE SUPPORT ASSEMBLY,
ADHERED TO ROOF
PIPE OR CONDUIT
METAL ROOF DECK
RE:STRUCT.
NOTE:
THIS DETAIL APPLIES ONLY TO PIPES AND
CONDUIT 1" IN DIAMETER AND SMALLER.
ALL SIDES
4"
METAL ROOF DECK
BUILT-UP ROOF
SYSTEM
ROOFING MEMBRANE
MODIFIED BITUMEN SHEET FULLY
MOPPED TO ROOFING
PIPE OR CONDUIT
4X4 REDWOOD BLOCK, 1'-0" LONG
SPACED AT NOT LESS THAN 7'
CENTERS
LOOSELY FIT U-
CLAMP ANCHOR
TO WOOD BLOCK
MODIFIED BITUMINOUS
MEMBRANE ROOFING
FIRE-RETARDANT-TREATED
WOOD BLOCKING
EXTEND BASE FLASHING
4" CANT STRIP
2" EXPANSION JOINT
FLEXIBLE FLASHING
PREFINISHED EXPANSION JOINT
COVER
FLEXIBLE WATERPROOF
MEMBRANE CLOSURE
POLYISOCYANURATE
INSULATION BOARDEXISTING ROOF DECK
7 1 /2"
FLEXIBLE FLASHING
PHASE 2: REMOVE REMAINING GRAVEL-BALLASTED ROOFING
AND TEMPORARY CURB, TIE PHASE 2 ROOFING INTO PHASE 1
ROOFING. PATCH AND REPAIR AS NEEDED TO MAINTAIN ROOF
WARRANTY.
TEMPORARY CURB TO
TERMINATE/FLASH NEW
MODIFIED BITUMEN ROOF TO
EXISTING GRAVEL-BALLASTED
BUILT-UP ROOF
FIRE-RETARDANT-TREATED
WOOD BLOCKING
MODIFIED BITUMINOUS
MEMBRANE ROOFING
EXTEND BASE FLASHING
PHASE 1EXISTING
POLYISOCYANURATE
INSULATION BOARD
WOOD BLOCKING
EXISTING DECK
EXISTING
ROOFING
A
1/4" 1'-0"
1/4" 1'-0"
1/4" 1'-0"
3" RIGID INSULATION
2" RIGID INSULATION
3" RIGID INSULATION
2" RIGID INSULATION
STEEL DECK, RE: STRUCT.
STRUCTURAL STEEL, RE:
STRUCT.
EXISTING STEEL DECK,
STEEL JOISTS AND
STRUCTURAL STEEL
TAPERED RIGID
INSULATION - 1/2" SLOPED
PANELS AND FILL,
PARALLEL TO GRID
REVIEWED BY
DRAWN BY:
DESIGNED BY:
PLOT DATE: PLOT SCALE:
DRAWING NO. AMP-400-E-
OF
LO
C
AL
F
T D
AT
E:
LW
PB
J O
B N
O
C
EN
TR
AL
F
A
B
C
D
E
F
G
A
B
C
D
E
F
G
TE
M
PL
AT
E:
SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
DATE:
APPROVED BY:
ISSUED BY
OFFICE OF:
FACILITY
MANAGEMENT
AMP-400
PROJECT MANAGER:
WORK REQUEST NO:
BASE MAINTENANCE BUILDING
12/20/19
As indicated12/20/2019 3:44:44 PM
BI
M
FA
A M
M
AC
B as e M ai nt en an ce B ui ld in g/
M M
AC
-B
M B
R en ov at io n
Ty pe
B -A rc h.
rv t
/2
0/
:4 4:
P
M
RENOVATION OF BMB-15
(BASE MAINTENANCE BUILDING)
6125 SW 68TH ST, OKLAHOMA CITY, OK
TYPICAL ROOF DETAILS
A-440BW
MN
2014-004363
-1
5-
G
0E
\\l w pb -fi le sr vr \F ed er al
FA
A\
FA
A
ID
IQ
\T O
B M
B R en ov at io n Ty pe B
\0
D w gs \0
Ar ch M
M
AC
-B M
B R en ov at io n Ty pe B
7.
rv t
LW
PB
0 1
6.
0 2
12/20/19
MONTE THURMAN,
AMP-400
2014-004363
MONTE THURMAN,
AMP-400
SCALE: 3/4" = 1'-0"A-440
1 ROOF LADDER DETAIL
SCALE: 1 1/2" = 1'-0"A-440
7 UTILITY CURB DETAIL
SCALE: 1 1/2" = 1'-0"A-440
5 TYP. MECHANICAL EQUIP. ROOF CURB DETAIL
SCALE: 1 1/2" = 1'-0"A-440
4 TYP. ROOF DRAIN SECTION
SCALE: 1 1/2" = 1'-0"A-440
6 TYP. VENT/FLUE DETAIL
SCALE: 3" = 1'-0"A-440
8 TYPICAL PIPE SUPPORT AT ROOF
SCALE: 3" = 1'-0"A-440
9 SMALL PIPE SUPPORT AT ROOF
0' 3" 6" 1'-0" 3'-0"2'-0"
3/4" = 1'-0"
0' 3" 6" 1'-0" 2'-0"
1 1/2" = 1'-0"
0' 1 1/2" 3" 6" 1'-0"
3" = 1'-0"
SCALE: 3" = 1'-0"A-410 A-440
2 ROOF DETAIL AT EXPANSION JOINT
SCALE: 3" = 1'-0"A-410 A-440
3 ROOF DETAIL AT TEMPORARY CURB
0' 1 1/2" 3" 6" 1'-0"
3" = 1'-0"
SCALE: 1 1/2" = 1'-0"A-420 A-440
10 Detail 25
FIRST FLOOR -
FINISH FLOOR
100'-0"
FIRST FLOOR -
FINISH FLOOR
100'-0"
12416 15 14 3513 12 11 10 9 8 7 66.114.7
C116A28
A-510 A-511FOR CONTINUATION, RE:2/A-511
B120 C123
FIRST FLOOR -
FINISH FLOOR
100'-0"
FIRST FLOOR -
FINISH FLOOR
100'-0"
ABCDK J H G F E A.5B.5 AA
FIRST FLOOR -
FINISH FLOOR
100'-0"
FIRST FLOOR -
FINISH FLOOR
100'-0"
1 2 4 1615143 5 131211109876 6.1 14.7
A-510 A-511
24 24 B123
FIRST FLOOR -
FINISH FLOOR
100'-0"
FIRST FLOOR -
FINISH FLOOR
100'-0"
A B C D KJHGFEA.5 B.5
26 26 26
C101A
AA
A-510 A-511
NEW SEISMIC FRAME,
RE: STRUCTURAL
PATCH & REPAIR/INFILL
MASONRY TO MATCH
EXISTING AT FRAME
CONNECTION POINTS
PAINT EXPOSED
STEEL XPT-3
GENERAL NOTES:
1. REFER SHEET A-522 FOR EXTERIOR
"BASIS OF DESIGN" FINISH MATERIALS
REVIEWED BY
DRAWN BY:
DESIGNED BY:
PLOT DATE: PLOT SCALE:
DRAWING NO. AMP-400-E-
OF
LO
C
AL
F
T D
AT
E:
LW
PB
J O
B N
O
C
EN
TR
AL
F
A
B
C
D
E
F
G
A
B
C
D
E
F
G
TE
M
PL
AT
E:
SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
DATE:
APPROVED BY:
ISSUED BY
OFFICE OF:
FACILITY
MANAGEMENT
AMP-400
PROJECT MANAGER:
WORK REQUEST NO:
BASE MAINTENANCE BUILDING
12/20/19
As indicated12/20/2019 3:45:35 PM
BI
M
FA
A M
M
AC
B as e M ai nt en an ce B ui ld in g/
M M
AC
-B
M B
R en ov at io n
Ty pe
B -A rc h.
rv t
/2
0/
:4 5:
P
M
RENOVATION OF BMB-15
(BASE MAINTENANCE BUILDING)
6125 SW 68TH ST, OKLAHOMA CITY, OK
ELEVATIONS - OVERALL - PHASE 1
A-510BW
CB
2014-004363
-1
5-
G
0E
\\l w pb -fi le sr vr \F ed er al
FA
A\
FA
A
ID
IQ
\T O
B M
B R en ov at io n Ty pe B
\0
D w gs \0
Ar ch M
M
AC
-B M
B R en ov at io n Ty pe B
7.
rv t
LW
PB
0 1
6.
0 2
12/20/19
MONTE THURMAN,
AMP-400
2014-004363
MONTE THURMAN,
AMP-400
SCALE: 1/16" = 1'-0"A-215 A-510
1 WEST ELEVATION - PHASE 1 - CONSTRUCTION
SCALE: 1/16" = 1'-0"A-215 A-510
2 NORTH ELEVATION - PHASE 1 - CONSTRUCTION
SCALE: 1/16" = 1'-0"A-215 A-510
3 EAST ELEVATION - PHASE 1 - CONSTRUCTION
SCALE: 1/16" = 1'-0"A-215 A-510
4 SOUTH ELEVATION - PHASE 1 - CONSTRUCTION
100'-0"
4 3
BASEMENT -
FINISH FLOOR
84'-0"
AE615A-200
AE615A-200
AE615A-200
FOR CONTINUATION, RE:1/A-511
B02A
B02B
B03A
EIFS-1
2'- 0 1
/4" 8 1
/4" 2'-
8"
'-7 1/
2" 2'-
0 1 /4"
3'-8 3/4"
7'-11 1/4" 3'-4"
1'-2 3/4" 1'-5 1/4"
10'-0" 3'-4" 8'-6" 6"
EIFS-1
FIRST FLOOR -
FINISH FLOOR
100'-0"
124 357 66.1
AE614A-217
AE615A-200
AE615A-200
AE615A-200
FOR CONTINUATION, RE:2/A-511
SCREEN WALL AND
MECHANICAL EQUIPMENT
HIDDEN FOR CLARITY
28 C116A
PREFINISHED METAL PARAPET
CAP, XMT-1
EIFS-1
12'-1 3/4" 13'-6" 12'-6" 12'-0" 13'-0" 14'-1 1/2"
2'- 8"
8'- 0"
2'- 0"
±18'-10 1/2" 16'-0" ±12'-9 1/2"
4" 3'-
3" 2'-
8" 2'-
8" 8'-
0" 2'-
0"
B120 C123
EXISTING TO REMAIN GUARDRAIL
9'-5" 11'-4" 10'-11"
FCP-1EIFS-1 PREFINISHED METAL GRAVEL
STOP, XMT-1
Sim
AE611A-217
Sim
AE614A-218
A-101A-104
A A.5AA
6 Sim
A-101A-104
FIRST FLOOR -
FINISH FLOOR
100'-0"
1 2 6 6.1
24 24
EIFS-1
STRUCTURAL STEEL,
XPT-3
2'- 8"
7'-
1/ 2"
2'- 0 1
/4"
B123
Sim
AE614A-218
FIRST FLOOR -
FINISH FLOOR
100'-0"
A B C DA.5 B.5
AE614A-218
AE617A-218
AE614A-218
AA
AE618A-218
26 26 26
C101A
SCREEN WALL AND
MECH EQUIPMENT
HIDDEN FOR CLARITY
PREFINISHED METAL PARAPET
CAP, XMT-1
EIFS-1
PREFINISHED METAL PARAPET
CAP, XMT-1
10'-11 3/8"10'-9 1/2"12'-4"11'-11 1/8"8'-2 1/8"2'-0"
2'- 8"
8'- 0"
2'- 0"
8'-3 1/2" 12'-9" 13'-1" 5'-9 3/8"
12'-8" 11'-8 1/4" 13'-8 1/4" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-9"
4" 3'-3
1/4
2'-8
2'-8
7'-1 1 1
/2" 2'-0
1/4
EIFS-1
EIFS-1
FCP-1
Sim
AE614A-218
SIGN TYPE "DL1"
A-511 AG601
FIRST FLOOR -
FINISH FLOOR
100'-0"
FCP-1
FIRST FLOOR -
FINISH FLOOR
100'-0"
EIFS-1
RECESSED EMERGENCY
KEY CABINET
GENERAL NOTES:
1. REFER SHEET A-522 FOR EXTERIOR
"BASIS OF DESIGN" FINISH MATERIALS
REVIEWED BY
DRAWN BY:
DESIGNED BY:
PLOT DATE: PLOT SCALE:
DRAWING NO. AMP-400-E-
OF
LO
C
AL
F
T D
AT
E:
LW
PB
J O
B N
O
C
EN
TR
AL
F
A
B
C
D
E
F
G
A
B
C
D
E
F
G
TE
M
PL
AT
E:
SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
DATE:
APPROVED BY:
ISSUED BY
OFFICE OF:
FACILITY
MANAGEMENT
AMP-400
PROJECT MANAGER:
WORK REQUEST NO:
BASE MAINTENANCE BUILDING
12/20/19
As indicated12/20/2019 3:46:12 PM
BI
M
FA
A M
M
AC
B as e M ai nt en an ce B ui ld in g/
M M
AC
-B
M B
R en ov at io n
Ty pe
B -A rc h.
rv t
/2
0/
:4 6:
P
M
RENOVATION OF BMB-15
(BASE MAINTENANCE BUILDING)
6125 SW 68TH ST, OKLAHOMA CITY, OK
ENLARGED BUILDING ELEVATIONS
- PHASE 1
A-511BW
CB
2014-004363
-1
5-
G
0E
\\l w pb -fi le sr vr \F ed er al
FA
A\
FA
A
ID
IQ
\T O
B M
B R en ov at io n Ty pe B
\0
D w gs \0
Ar ch M
M
AC
-B M
B R en ov at io n Ty pe B
7.
rv t
LW
PB
0 1
6.
0 2
12/20/19
MONTE THURMAN,
AMP-400
2014-004363
MONTE THURMAN,
AMP-400
SCALE: 1/8" = 1'-0"A-200 A-511
ENLARGED WEST ELEVATION @
BASEMENT - PHASE 1 - CONSTRUCTION
SCALE: 1/8" = 1'-0"A-510 A-511
1 ENLARGED WEST ELEVATION - PHASE 1 - CONSTRUCTION
SCALE: 1/8" = 1'-0"A-104 A-511
7 SCREEN WALL - WEST
SCALE: 1/8" = 1'-0"A-104 A-511
6 SCREEN WALL - SOUTH
SCALE: 1/8" = 1'-0"A-510 A-511
3 ENLARGED EAST ELEVATION - PHASE 1 - CONSTRUCTION
SCALE: 1/8" = 1'-0"A-510 A-511
8 ENLARGED SOUTH ELEVATION - PHASE 1 - CONSTRUCTION
SCALE: 1/8" = 1'-0"A-218 A-511
4 SOUTH ENTRY - EAST
SCALE: 1/8" = 1'-0"A-218 A-511
5 SOUTH ENTRY - WEST
100'-0"
FIRST FLOOR -
FINISH FLOOR
100'-0"
12416 15 14 3513 12 11 10 9 8 7 66.114.7
17A124 23 B114A2323 22BA101
A-520 A-521
FIRST FLOOR -
FINISH FLOOR
100'-0"
FIRST FLOOR -
FINISH FLOOR
100'-0"
ABCDK J H G F E A.5B.5
19A 19B 22A
AA
A-520 A-521
FIRST FLOOR -
FINISH FLOOR
100'-0"
FIRST FLOOR -
FINISH FLOOR
100'-0"
1 2 4 1615143 5 131211109876 6.1 14.7
25 25 25 25 25 25
A-520 A-522
25 25 25 25 25
FIRST FLOOR -
FINISH FLOOR
100'-0"
FIRST FLOOR -
FINISH FLOOR
100'-0"
A B C D KJHGFEA.5 B.5AA
GENERAL NOTES:
1. REFER SHEET A-522 FOR EXTERIOR
"BASIS OF DESIGN" FINISH MATERIALS
REVIEWED BY
DRAWN BY:
DESIGNED BY:
PLOT DATE: PLOT SCALE:
DRAWING NO. AMP-400-E-
OF
LO
C
AL
F
T D
AT
E:
LW
PB
J O
B N
O
C
EN
TR
AL
F
A
B
C
D
E
F
G
A
B
C
D
E
F
G
TE
M
PL
AT
E:
SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
DATE:
APPROVED BY:
ISSUED BY
OFFICE OF:
FACILITY
MANAGEMENT
AMP-400
PROJECT MANAGER:
WORK REQUEST NO:
BASE MAINTENANCE BUILDING
12/20/19
As indicated12/20/2019 3:47:18 PM
BI
M
FA
A M
M
AC
B as e M ai nt en an ce B ui ld in g/
M M
AC
-B
M B
R en ov at io n
Ty pe
B -A rc h.
rv t
/2
0/
:4 7:
P
M
RENOVATION OF BMB-15
(BASE MAINTENANCE BUILDING)
6125 SW 68TH ST, OKLAHOMA CITY, OK
ELEVATIONS - OVERALL - PHASE 2
A-520BW
CB
2014-004363
-1
5-
G
0E
\\l w pb -fi le sr vr \F ed er al
FA
A\
FA
A
ID
IQ
\T O
B M
B R en ov at io n Ty pe B
\0
D w gs \0
Ar ch M
M
AC
-B M
B R en ov at io n Ty pe B
7.
rv t
LW
PB
0 1
6.
0 2
12/20/19
MONTE THURMAN,
AMP-400
2014-004363
MONTE THURMAN,
AMP-400
SCALE: 1/16" = 1'-0"A-101 A-520
1 WEST ELEVATION - PHASE 2 - CONSTRUCTION
SCALE: 1/16" = 1'-0"A-220 A-520
2 NORTH ELEVATION - PHASE 2 - CONSTRUCTION
SCALE: 1/16" = 1'-0"A-220 A-520
3 EAST ELEVATION - PHASE 2 - CONSTRUCTION
SCALE: 1/16" = 1'-0"A-104 A-520
4 SOUTH ELEVATION - PHASE 2 - CONSTRUCTION
100'-0"
15 14 13 12 11 10 9 814.7
AE611A-221
AE611A-221
AE612A-221
AE613A-221
A101
23 23 17 22B 23
A124
PREFINISHED METAL PARAPET
CAP, XMT-1
FCP-1
CMU-1
FCP-1
STRUCTURAL
STEEL,
XPT-3
2'- 0"
8'- 0"
2'- 8"
2'- 8"
3'- 8"
1'- 2 1
/2"4"
4'-5 1/2" 7'-5" 7'-5" 1'-11"
CMU-1
3'-8" 7'-0" 7'-0" 7'-0" 5'-4" 6'-7 3/4" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 6'-7 3/4" 9'-4" 9'-4" 9'-4" 9'-4" 3'-4 1/2"
2'- 0"
8'- 0"
2'- 8"
2'- 8"
3'- 8"
1'- 2 1
/2" 4"
B114A
CMU-1 EIFS-1
Sim
AE613A-221
Sim
AE611A-221
AE618A-221
AE618A-222
Sim
AE613A-221
FIRST FLOOR -
FINISH FLOOR
100'-0"
ABC A.5B.5
AE612A-221
AE613A-221
AE613A-221
AE617A-221
AE616A-221
AA
19A 19B
22A
2'- 0 1
/4" 7'-
1/
2" 2'-
8" 2'-
8" 3'-
3 1 /4"
4"
PREFINISHED METAL PARAPET
CAP, XMT-1
EIFS-1
11'-2" 11'-4" 11'-4" 11'-2 1/2"
FCP-1
CMU-1
FCP-1
CMU-1
PREFINISHED METAL PARAPET
CAP, XMT-1
3'-4" 7'-9" 8'-3 1/2" 8'-8" 8'-0" 3'-4 1/2" 1'-10 1/2" 9'-3" 7'-5"
OPTION NO. 1: NORTH CANOPYRECESSED EMERGENCY
KEY CABINET
Sim
AE611A-221
FIRST FLOOR -
FINISH FLOOR
100'-0"
AA
GLAZED ALUMINUM
CURTAIN WALLS
PREFINISHED METAL PARAPET
CAP, XMT-1
CMU-1
AE618A-221
FIRST FLOOR -
FINISH FLOOR
100'-0"
AA
GLAZED ALUMINUM
CURTAIN WALLS
PREFINISHED METAL PARAPET
CAP, XMT-1
CMU-1
Sim
AE618A-221
AAA
CMU-1
Sim
AE611A-221
: EXTENDED SOFFIT,
NO PARAPET/FASCIA
FIRST FLOOR -
FINISH FLOOR
100'-0"
A AA
FIBER-CEMENT SIDING
'-8
2'-
8"
3'-9 1/2"
2'-0"OPEN
FCP-1
Sim
AE612A-221
FIRST FLOOR -
FINISH FLOOR
100'-0"
AA
2'-0"10'-0"2'-9"
'-8
2'-
0"
OPEN
FCP-1
2'- 8"
2'- 8"
7'-
1/ 2"
2'- 0 1
/2"
Sim
AE612A-221
GENERAL NOTES:
1. REFER SHEET A-522 FOR EXTERIOR
"BASIS OF DESIGN" FINISH MATERIALS
REVIEWED BY
DRAWN BY:
DESIGNED BY:
PLOT DATE: PLOT SCALE:
DRAWING NO. AMP-400-E-
OF
LO
C
AL
F
T D
AT
E:
LW
PB
J O
B N
O
C
EN
TR
AL
F
A
B
C
D
E
F
G
A
B
C
D
E
F
G
TE
M
PL
AT
E:
SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
DATE:
APPROVED BY:
ISSUED BY
OFFICE OF:
FACILITY
MANAGEMENT
AMP-400
PROJECT MANAGER:
WORK REQUEST NO:
BASE MAINTENANCE BUILDING
12/20/19
As indicated12/20/2019 3:48:00 PM
BI
M
FA
A M
M
AC
B as e M ai nt en an ce B ui ld in g/
M M
AC
-B
M B
R en ov at io n
Ty pe
B -A rc h.
rv t
/2
0/
:4 8:
P
M
RENOVATION OF BMB-15
(BASE MAINTENANCE BUILDING)
6125 SW 68TH ST, OKLAHOMA CITY, OK
ENLARGED BUILDING ELEVATIONS
- PHASE 2
A-521BW
CB
2014-004363
-1
5-
G
0E
\\l w pb -fi le sr vr \F ed er al
FA
A\
FA
A
ID
IQ
\T O
B M
B R en ov at io n Ty pe B
\0
D w gs \0
Ar ch M
M
AC
-B M
B R en ov at io n Ty pe B
7.
rv t
LW
PB
0 1
6.
0 2
12/20/19
MONTE THURMAN,
AMP-400
2014-004363
MONTE THURMAN,
AMP-400
SCALE: 1/8" = 1'-0"A-520 A-521
1 ENLARGED WEST ELEVATION - PHASE 2 - CONSTRUCTION - PARTIAL A
SCALE: 1/8" = 1'-0"A-520 A-521
8 ENLARGED NORTH ELEVATION - PHASE 2 - CONSTRUCTION
SCALE: 1/8" = 1'-0"A-221 A-521
3 PATIO - SOUTH
SCALE: 1/8" = 1'-0"A-221 A-521
4 PATIO - NORTH
SCALE: 1/8" = 1'-0"A-222 A-521
7 WEST ENTRY - SOUTH
SCALE: 1/8" = 1'-0"A-222 A-521
6 WEST ENTRY - NORTH
SCALE: 1/8" = 1'-0"A-222 A-521
5 WEST ENTRY - SOUTH
100'-0"
1514131211109876 6.1 14.7
AE616A-221
AE612A-221
AE612A-221
AE617A-221
AE616A-221
ROOF LADDER WITH
PLATFORM
25 25 25 25 25 25
±11'-0 3/4" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-6" 12'-8" ±12'-1 3/4" PREFINISHED METAL PARAPET
CAP, XMT-1
EIFS-1
FCP-1
1'-2" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0 1/2"
4" 3'-
3" 2'-
8" 2'-
8" 8'-
0" 2'-
0"
2525252525
(XPT-1)
Sim
AE616A-221
Sim
AE616A-221
Sim
AE614A-218
Sim
AE616A-221
RE: 1/A-440, SIM.
Material Manufacturer Pattern / Color Comments
EXTERIOR WALL MATERIAL
EXTERIOR TRIM MATERIAL
ROOF MATERIAL
Material Manufacturer Pattern / Color Comments
Material Manufacturer Pattern / Color Comments
EXTERIOR FINISH MATERIAL COLOR LEGEND
PREFINISHED EXTERIOR METAL
TRIM
FASCIA & SOFFITS,
PARAPET CAP, GUTTERS,
DOWNSPOUTS,
CONDUCTOR HEADS
ANODIZED ALUMINUM ALUMINUM ENTRANCES,
WINDOW FRAMES, AND
EXTERIOR TRIM (FACTORY
FINISHED)
PAINTED STEEL DOORS & FRAMES (FIELD FINISHED)
GLASS / GLAZING
PRIMARY COLOR
COLOR TO MATCH ADJACENT
SURFACE
COLOR TO MATCH ADJACENT
SURFACE
COLOR TO MATCH ADJACENT
SURFACE
WALL PANELS, PARAPETS,
SOFFITS, ETC.
BURNISHED CONCRETE MASONRY
UNIT
CAULKING AND SEALANTS
CONTROL JOINTS
EXPANSION JOINTS
SIGNAGE
PAINTED SEAMS
SBS MODIFIED BITUMEN
ACME FEATHERLITE
SENERGY
SPEC MIX
LAS COLINAS
FINE FINISH / SALT WHITE #425
CEMBRIT SOLID / S101 PLUTO
SM 750 SILVERSTONE
... SW-7075 WEB GRAY
... SAFETY YELLOW
BERRIDGE KYNAR 500 CHARCOAL GRAY
A.R.K. RAMOS CHARCOAL / CREAM
GAF WHITE
... GRAY TINT ...
PAINTED EXTERIOR METAL
TRIM
... COLOR TO MATCH FCP-1 -
TBD
Code
Code
Code
RF-1
FCP-1
MTR
CMU-1
EIFS-1
CJ
EJ
XPT-1
XPT-2
XMT-1
FIBER CEMENT PANEL CLADDING
(OPEN JOINT RAINSCREEN)
AMERICAN FIBER
CEMENT
MORTAR
HIGH-IMPACT EXTERIOR INSULATION
& FINISH SYSTEM
BOLLARDS
(FIELD FINISHED)
PAINTED EXTERIOR STRUCTURAL
STEEL
COLUMNS, BEAMS &
BRACES (FIELD FINISH)
SW-6905 GOLDFINCHXPT-3
(FIELD FINISHED)TBDXPT-4 PAINTED EXTERIOR STRUCTURAL
DECK
4" XPS OR GPS REQ'D
(EPS NOT ALLOWABLE)
CLEAR, CLASS I
GENERAL NOTES:
1. REFER SHEET A-522 FOR EXTERIOR
"BASIS OF DESIGN" FINISH MATERIALS
REVIEWED BY
DRAWN BY:
DESIGNED BY:
PLOT DATE: PLOT SCALE:
DRAWING NO. AMP-400-E-
OF
LO
C
AL
F
T D
AT
E:
LW
PB
J O
B N
O
C
EN
TR
AL
F
A
B
C
D
E
F
G
A
B
C
D
E
F
G
TE
M
PL
AT
E:
SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
DATE:
APPROVED BY:
ISSUED BY
OFFICE OF:
FACILITY
MANAGEMENT
AMP-400
PROJECT MANAGER:
WORK REQUEST NO:
BASE MAINTENANCE BUILDING
12/20/19
As indicated12/20/2019 4:22:13 PM
BI
M
FA
A M
M
AC
B as e M ai nt en an ce B ui ld in g/
M M
AC
-B
M B
R en ov at io n
Ty pe
B -A rc h.
rv t
/2
0/
:2 2:
P
M
RENOVATION OF BMB-15
(BASE MAINTENANCE BUILDING)
6125 SW 68TH ST, OKLAHOMA CITY, OK
ENLARGED BUILDING ELEVATIONS
- PHASE 2
A-522BW
CB
2014-004363
-1
5-
G
0E
\\l w pb -fi le sr vr \F ed er al
FA
A\
FA
A
ID
IQ
\T O
B M
B R en ov at io n Ty pe B
\0
D w gs \0
Ar ch M
M
AC
-B M
B R en ov at io n Ty pe B
7.
rv t
LW
PB
0 1
6.
0 2
12/20/19
MONTE THURMAN,
AMP-400
2014-004363
MONTE THURMAN,
AMP-400
SCALE: 1/8" = 1'-0"A-520 A-522
1 ENLARGED EAST ELEVATION - PHASE 2 - CONSTRUCTION
DOOR + FRAME SCHEDULE KEYED NOTES
A. REFER TO SHEET AE101 & AE102 FOR INTERIOR
FLOOR MATERIAL TRANSITION DETAILS.
B. HARDWARE BY DOOR MANUFACTURER
GENERAL DOOR SCHEDULE NOTES:
1. REFER SHEET AF601 FOR BASIS-OF-DESIGN MANUFACTURER AND
COLOR INFORMATION FOR WOOD, ANODIZED ALUMINUM, & PAINTED
STEEL OR HOLLOW METAL DOORS & TRIM.
2. REFER SHEET AE201 FOR DOOR TYPES AND FRAME ELEVATIONS
3. REFER SHEET AE201 FOR FRAME TYPES
4. BACK PRIME ALL HOLLOW METAL DOOR FRAMES
FLOORING, AS
SCHEDULED
DOOR, AS SCHEDULED
3/4 "A
T
CA
RP
ET
OR
P
OR
CE
LA
IN
T
ILE
1/2 " A
T
VC
T, R
UB
BE
R, OR
E
PO
XY
(T
YP
TRANSITION FLOOR FINISH
MATERIALS AT CL OF DOORS OR
OPENINGS UNLESS OTHERWISE
SHOWN ON FINISH PLAN
RE: PARTITION TYPE 5/8" GYPSUM WALLBOARD
3-5/8" METAL STUDS
DOUBLE RABBET HM DOOR
FRAME AS SCHEDULED
SEALANT - BOTH SIDES, TYP.
DOOR AS SCHEDULED
BOXED HEADER @ OPENINGS, TYP.
ACOUSTICAL BATT WHERE REQ'D, RE:
PARTITION TYPE
PACK INSULATION IN BOXED STUDS
4"TYP. 5/8" GYPSUM WALLBOARD
DOUBLE RABBET HM DOOR
FRAME AS SCHEDULED
SEALANT - EACH
SIDE, TYP.
PACK INSULATION IN
DOUBLE STUD
DOOR AS SCHEDULED
PARTITION AS SCHEDULED, RE:
PARTITION TYPES
DOUBLE STUD JAMB @
OPENINGS, TYP.
3 5/8" METAL STUD
FRAMING
ACOUSTICAL BATT
WHERE REQ'D, RE:
PARTITION TYPE
REVIEWED BY
DRAWN BY:
DESIGNED BY:
PLOT DATE: PLOT SCALE:
DRAWING NO. AMP-400-E-
OF
LO
C
AL
F
T D
AT
E:
LW
PB
J O
B N
O
C
EN
TR
AL
F
A
B
C
D
E
F
G
A
B
C
D
E
F
G
TE
M
PL
AT
E:
SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
DATE:
APPROVED BY:
ISSUED BY
OFFICE OF:
FACILITY
MANAGEMENT
AMP-400
PROJECT MANAGER:
WORK REQUEST NO:
BASE MAINTENANCE BUILDING
12/20/19
As indicated12/20/2019 3:48:22 PM
BI
M
FA
A M
M
AC
B as e M ai nt en an ce B ui ld in g/
M M
AC
-B
M B
R en ov at io n
Ty pe
B -A rc h.
rv t
/2
0/
:4 8:
P
M
RENOVATION OF BMB-15
(BASE MAINTENANCE BUILDING)
6125 SW 68TH ST, OKLAHOMA CITY, OK
DOOR SCHEDULE
AE101BW
CB
2014-004363
-1
5-
G
0E
\\l w pb -fi le sr vr \F ed er al
FA
A\
FA
A
ID
IQ
\T O
B M
B R en ov at io n Ty pe B
\0
D w gs \0
Ar ch M
M
AC
-B M
B R en ov at io n Ty pe B
7.
rv t
LW
PB
0 1
6.
0 2
12/20/19
MONTE THURMAN,
AMP-400
2014-004363
MONTE THURMAN,
AMP-400
DOOR + FRAME SCHEDULE
MARK
DOOR FRAME DETAILS FIRE
RATING
HARDWARE
SET
COMMENTS
ELEV. WIDTH HEIGHT THK. MAT'L FINISH COLOR ELEV. DEPTH MAT'L FINISH COLOR HEAD JAMB JAMB SILL TYPE OTHER
BASEMENT - FINISH FLOOR
B01 F (Pair) 6'-0" 7'-0" 1 3/4" HM PT 1 5 3/4" HM PT 3/AE903 2/AE804 2/AE804 4/AE903 0 B02A F 3'-0" 7'-0" 1 3/4" HM PT 1 5 3/4" HM PT 3/AE903 2/AE804 2/AE804 4/AE903 0 12.0 B02B OC 10'-0" 10'-0" 2" STL PT - - STL - - 1/AE903 3/AE804 3/AE804 2/AE903 0 19.0 MOTORIZED B03A F (Pair) 8'-0" 8'-0" 1 3/4" HM PT 2 SIM 5 3/4" HM PT 3/AE903 2/AE804 2/AE804 4/AE903 0 19.0 JAMB WIDTH ±3" EACH SIDE; F.V. TO FILL
EXISTING OPENING WIDTH. ACTIVE
LEAF/PASSIVE LEAF W/ FLUSH BOLTS
B03B F/F (Pair*) 6'-0" 7'-0" 1 3/4" HM PT 1 8 1/4" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 DOUBLE UNEQUAL, 48" ACTIVE / 24"
PASSIVE
ELECTRONIC/MAGNETIC LOCK; FAIL OPEN ON POWER
LOSS AND ACTIVATION OF FIRE ALARM
B03C F 3'-0" 7'-0" 1 3/4" HM PT 1 8 1/4" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0
FIRST FLOOR - FINISH FLOOR
A101 FG (Pair) 6'-1 1/4" 9'-10 5/8" 1 3/4" AL ANOD 19A/B/C 6" AL ANOD 5/AE102 6/AE102 6/AE102 7/AE102 0 1.0 CARD READER, ELECTRIC LATCH RETRACTION A102 FG (Pair) 6'-0" 9'-10" 1 3/4" AL ANOD 20 6" AL ANOD 8/AE102 2/AE102 2/AE102 4/AE102 0 1.0
A112 P 3'-0" 9'-0" 2" AL ANOD 21 2" AL ANOD 10/AE102 4/AE102 SIM 0 17.0
A124 FG 3'-11 1/2" 9'-10 5/8" 1 3/4" AL ANOD 17 6" AL ANOD 5/AE102 6/AE102 6/AE102 7/AE102 0 2.0 ELECTRIC LATCH RETRACTION B101 FG 3'-0" 8'-0" 1 3/4" AL ANOD 18 4 1/2" AL ANOD 1/AE102 2/AE102 3/AE102 NOTE A 0 8.0 B103 F 3'-0" 7'-0" 1 3/4" WD ST 1 8 1/4" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 16.0 B103A F 3'-0" 7'-0" 1 3/4" HM PT 1 8 1/4" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 B104 F 3'-0" 7'-0" 1 3/4" WD ST 1 8 1/4" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 16.0 B104A F 3'-0" 7'-0" 1 3/4" HM PT 1 8 1/4" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 B105 F (Pair) 6'-0" 7'-0" 1 3/4" WD ST 1 8 1/4" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 B113 FG (Pair) 6'-0" 7'-0" 1 3/4" HM PT 1 8 1/4" HM PT 1/AE101 2/AE101 9/AE102 NOTE A 0 10.0 B114A FG (Pair) 6'-0" 8'-0" 1 3/4" AL ANOD 13 4 1/2" AL ANOD 5/AE102 6/AE102 6/AE102 7/AE102 0 1.0 ELECTRIC LATCH RETRACTION B114B FG 3'-0" 8'-0" 1 3/4" AL ANOD 14 4 1/2" AL ANOD 1/AE102 2/AE102 2/AE102 NOTE A 0 2.0 B115 F 3'-0" 7'-0" 1 3/4" HM PT 1 8 1/4" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 12.0 B116 F 3'-0" 7'-0" 1 3/4" HM PT 1 8 1/4" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 12.0 B117 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 3/4" HM PT 7/AE903 4/AE804 4/AE804 NOTE A 90 14.0 ICC 500 / FEMA 361 TORNADO SHELTER B118 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 3/4" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 12.0 B120 OSG 12'-0" 9'-0" 2 1/8" AL/GL ANOD - - STL - - 1/AE903 SIM 3/AE804 SIM 3/AE804 SIM 2/AE903 SIM 0 19.0 MOTORIZED B122 F 3'-0" 7'-0" 1 3/4" WD ST 1 8 1/4" HM PT 1/AE102 2/AE102 3/AE102 4/AE102 0 6.0 B123 G 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT 3/AE903 2/AE804 2/AE804 4/AE903 0 4.0 CARD READER, ELECTRIC LATCH RETRACTION B124 OC 7'-8" 8'-0" 2" STL PT - - STL - - 1/AE903 SIM 3/AE804 SIM 3/AE804 SIM 2/AE903 SIM 0 MOTORIZED B125 F 3'-0" 7'-0" 1 3/4" HM PT 1 8 1/4" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 5.0
B126 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 3/4" HM PT 7/AE903 4/AE804 4/AE804 3/AE101 0
C101A FG (Pair) 6'-0" 8'-0" 1 3/4" AL ANOD 10 4 1/2" AL ANOD 5/AE102 6/AE102 6/AE102 7/AE102 0 1.0 CARD READER, ELECTRIC LATCH RETRACTION C101B FG (Pair) 6'-0" 8'-0" 1 3/4" AL ANOD 11 6" AL ANOD 1/AE102 2/AE102 2/AE101 NOTE A 0 7.0 C104 F 3'-0" 7'-0" 1 3/4" WD ST 1 5 7/8" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 12.0 C105 F 3'-0" 7'-0" 1 3/4" WD ST 1 5 7/8" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 16.0 C106 F 3'-0" 7'-0" 1 3/4" WD ST 1 5 7/8" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 16.0 C107A FG 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT 1/AE102 2/AE102 3/AE102 3/AE101 0 5.0 C107B F 3'-0" 7'-0" 1 3/4" WD ST 1 5 7/8" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 13.0 C108 F 3'-0" 7'-0" 1 3/4" WD ST 1 5 7/8" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 5.0 C109 F 3'-0" 7'-0" 1 3/4" WD ST 1 5 7/8" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 13.0
C111 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT 7/AE903 4/AE804 4/AE804 3/AE101 0
C112 F 3'-0" 7'-0" 1 3/4" WD ST 1 5 7/8" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 11.0 C114A FG 3'-0" 8'-0" 1 3/4" AL ANOD 12A/B 4 1/2" AL ANOD 1/AE102 2/AE102 3/AE102 4/AE102 0 9.0 C115A F 3'-0" 7'-0" 1 3/4" WD ST 1 5 7/8" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 13.0 C115B F 3'-0" 7'-0" 1 3/4" WD ST 1 5 7/8" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 13.0 C116A G 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT 3/AE903 2/AE804 2/AE804 4/AE903 0 4.0 ELECTRIC LATCH RETRACTION C116B FG 3'-0" 8'-0" 1 3/4" AL ANOD 16 4 1/2" AL ANOD 1/AE102 2/AE102 3/AE102 4/AE102 0 9.0 C116C FG 3'-0" 8'-0" 1 3/4" AL ANOD 16 4 1/2" AL ANOD 1/AE102 2/AE102 3/AE102 4/AE102 0 9.0 C117 F/F (Pair*) 6'-0" 7'-0" 1 3/4" HM PT 1 8 1/4" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 DOUBLE UNEQUAL, 48" ACTIVE / 24"
PASSIVE
C120 F 3'-0" 7'-0" 1 3/4" WD ST 1 5 7/8" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 15.0 C122 F 3'-0" 7'-0" 1 3/4" HM PT 1 8 1/4" HM PT 1/AE101 2/AE101 2/AE101 3/AE101 0 12.0 C123 G 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT 3/AE903 2/AE804 2/AE804 4/AE903 0 3.0 ELECTRIC LATCH RETRACTION
SCALE: 3" = 1'-0"AE101
3 TYP. INTERIOR DOOR THRESHOLD
SCALE: 3" = 1'-0"AE101
1 DOOR HEAD - HOLLOW METAL @ METAL STUD
SCALE: 3" = 1'-0"AE101
2 DOOR JAMB - HOLLOW METAL - JAMB DETAIL
ACOUSTICAL BATT
WHERE REQ'D, RE:
PARTITION TYPE
PACK INSULATION IN
DOUBLE STUD
BACKER ROD W/ SEALANT
STOREFRONT DOOR JAMB
AT SIDELIGHT
ALUMINUM DOOR AS
SCHEDULED
STOREFRONT JAMB AT
FINISH
GLAZING AS SCHEDULED
RE
: P
AR
TI
TI
ON
T
YP
E
SHIM
DOUBLE STUD JAMB @
OPENINGS, TYP.
5/8" L CASING BEAD
3-5/8" METAL STUD
5/8" GYPSUM
WALLBOARD
RE: PARTITION TYPE
5/8" GYPSUM WALLBOARD
5/8" L CASING BEAD
BACKER ROD W/ SEALANT
SHIM
ACOUSTICAL BATT WHERE REQ'D,
RE: PARTITION TYPE
BOXED HEADER @
OPENINGS, TYP.
ALUMINUM DOOR AS
SCHEDULED
STOREFRONT DOOR JAMB
AT FINISH
PACK INSULATION IN
BOXED STUDS
ACOUSTICAL BATT
WHERE REQ'D, RE:
PARTITION TYPE
PACK INSULATION IN
DOUBLE STUD
RE
: P
AR
TI
TI
ON
T
YP
E
STOREFRONT DOOR JAMB
AT FINISH
ALUMINUM DOOR AS
SCHEDULED
BACKER ROD W/ SEALANT
SHIMDOUBLE STUD JAMB @
OPENINGS, TYP.
5/8" GYPSUM
WALLBOARD
5/8" L CASING BEAD
FLOORING, AS
SCHEDULED
DOOR, AS SCHEDULED
OR
P
OR
CE
LA
IN
T
ILE
1/2 " A
T
VC
T, R
UB
BE
R, OR
E
PO
XY
(T
YP
TRANSITION FLOOR FINISH
MATERIALS AT CL OF DOORS OR
OPENINGS UNLESS OTHERWISE
SHOWN ON FINISH PLAN
GLAZING AS
SCHEDULED
ALUMINUM DOOR AS
SCHEDULED
STOREFRONT DOOR JAMB
AT SIDELIGHT
1/2
FINISH FLOOR
ADA COMPLIANT ALUMINUM
THRESHHOLD SET IN SEALANT
DOOR AND FRAME-
RE: SCHEDULE
WEATHERSTRIP EXPANSION MATERIAL AND
CONTINUOUS SEALANT
1/4
5 1/2" OR7"AS SCHEDULED
GLAZING AS SCHEDULED
ALUMINUM DOOR AS
SCHEDULED
STOREFRONT DOOR HEAD
RE: PARTITION TYPE
5/8" GYPSUM WALLBOARD
5/8" L CASING BEAD
BACKER ROD W/ SEALANT
SHIM
ALUMINUM STOREFRONT
ACOUSTICAL BATT WHERE REQ'D,
RE: PARTITION TYPE
BOXED HEADER @
OPENINGS, TYP.
ALUMINUM DOOR AS
SCHEDULED
GLAZING AS SCHEDULED
PACK INSULATION IN
BOXED STUDS
STOREFRONT DOOR HEAD
4 3/64"TYP.
5/8" GYPSUM WALLBOARD
3 5/8" METAL STUD
FRAMING
DOUBLE STUD JAMB @
OPENINGS, TYP.
PACK INSULATION IN
DOUBLE STUD
PARTITION AS SCHEDULED, RE:
PARTITION TYPE
GLAZING AS SCHEDULED
DOOR AS SCHEDULED
5 3/4" HOLLOW METAL DOOR
FRAME W/ SIDE LITE
5 3/4" HOLLOW METAL
WINDOW FRAME
RE: PARTITION TYPE
5/8" GYPSUM WALLBOARD
CORNER BEAD
ACOUSTICAL BATT WHERE REQ'D,
RE: PARTITION TYPE
BOXED HEADER @
OPENINGS, TYP.
DECORATIVE GLASS
DOOR AS SCHEDULED
PACK INSULATION IN
BOXED STUDS
CONCEALED CLOSER AT
DOOR HEAD
BLOCKING, AS REQ'D
REVIEWED BY
DRAWN BY:
DESIGNED BY:
PLOT DATE: PLOT SCALE:
DRAWING NO. AMP-400-E-
OF
LO
C
AL
F
T D
AT
E:
LW
PB
J O
B N
O
C
EN
TR
AL
F
A
B
C
D
E
F
G
A
B
C
D
E
F
G
TE
M
PL
AT
E:
SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
DATE:
APPROVED BY:
ISSUED BY
OFFICE OF:
FACILITY
MANAGEMENT
AMP-400
PROJECT MANAGER:
WORK REQUEST NO:
BASE MAINTENANCE BUILDING
12/20/19
3" = 1'-0"12/20/2019 3:48:25 PM
BI
M
FA
A M
M
AC
B as e M ai nt en an ce B ui ld in g/
M M
AC
-B
M B
R en ov at io n
Ty pe
B -A rc h.
rv t
/2
0/
:4 8:
P
M
RENOVATION OF BMB-15
(BASE MAINTENANCE BUILDING)
6125 SW 68TH ST, OKLAHOMA CITY, OK
DOOR DETAILS
AE102BW
CB
2014-004363
-1
5-
G
0E
\\l w pb -fi le sr vr \F ed er al
FA
A\
FA
A
ID
IQ
\T O
B M
B R en ov at io n Ty pe B
\0
D w gs \0
Ar ch M
M
AC
-B M
B R en ov at io n Ty pe B
7.
rv t
LW
PB
0 1
6.
0 2
12/20/19
MONTE THURMAN,
AMP-400
2014-004363
MONTE THURMAN,
AMP-400
SCALE: 3" = 1'-0"AE102
DOOR JAMB - ALUMINUM - W/ SIDE LITE -
METAL STUD WALL
SCALE: 3" = 1'-0"AE102
1 DOOR HEAD - ALUMINUM - METAL STUD WALL
SCALE: 3" = 1'-0"AE102
3 DOOR JAMB - ALUMINUM - METAL STUD WALL 2 SCALE: 3" = 1'-0"AE102
4 TYP. INTERIOR DOOR THRESHOLD 2
SCALE: 3" = 1'-0"AE102
6 DOOR JAMB - ALUMINUM - @ GLAZING
SCALE: 3" = 1'-0"AE102
7 TYP. THRESHHOLD DETAIL1
SCALE: 3" = 1'-0"AE102
DOOR HEAD - ALUMINUM - W/ TRANSOME
LITE - STOREFRONT
SCALE: 3" = 1'-0"AE102
DOOR HEAD - ALUMINUM - W/ TRANSOM
LITE - METAL STUD WALL
SCALE: 3" = 1'-0"AE102
9 WINDOW JAMB - HOLLOW METAL - METAL STUD WALL
SCALE: 3" = 1'-0"AE102
DOOR HEAD - DECORATIVE GLASS - METAL
STUD WALL
F
METAL
STOP
GLASS DTL @ DOOR
SCHED. DIM.
SC
HE
D.
D
IM
SCHED. DIM.
SC
HE
D.
D
IM
SCHED. DIM.SCHED. DIM.
SC
HE
D.
D
IM
SC
HE
D.
D
IM
3'- 6"
2'- 0"
6"
VA
RI
ES
6"
6" **
3'- 6"
VA
RI
ES
6"
6" VARIES 6" 6" VARIES 6"
FFE
SCHED. DIM.
SC
HE
D.
D
IM
VA
RI
ES
6"
6" VARIES 6"
N G 2G FG
FULL GLASSDOUBLE GLASSHALF GLASSNARROW LITEFLUSH
OVERHEAD COILINGFOLDING PANEL PARTITION
SCHED. DIM.
SC
HE
D.
D
IM
SCHED. DIM.
SC
HE
D.
D
IM
OVERHEAD GRILLE
COUNTER COILING DOOR
OVERHEAD SECTIONAL
SCHED. DIM.
SC
HE
D.
D
IM
SCHED. DIM.
U.
N.
O.
2'-
SC
HE
D.
D
IM
SCHED. DIM.
SC
HE
D.
D
IM
FFE
PP OS OC OG
CC
SCHED. DIM.
U.
N.
O.
2'-
SC
HE
D.
D
IM
COUNTER GRILLE DOOR
CG
A
ACCORDIAN PARTITION ACCORDIAN GRILLE
AG
GENERAL NOTES:
1. WHERE POSSIBLE, DOOR ELEVATION TYPE ABBREVIATIONS
CONFORM TO ANSI DOCUMENT A250.7-1997 - NOMENCLATURE
FOR STANDARD DOOR DESIGNS.
2. SEE THE DOOR + FRAME SCHEDULE FOR DOOR MATERIAL(S).
3. GLAZING IN FIRE-RATED DOORS TO BE 1/4" FIRE GLASS.
4. ALL GLAZING IS TO BE "TEMPERED", UNLESS OTHERWISE NOTED.
5. REFER SHEET AF600-AF601 FOR BASIS-OF-DESIGN
MANUFACTURER AND COLOR INFORMATION FOR WOOD,
ANODIZED ALUMINUM, & PAINTED STEEL OR HOLLOW METAL
DOORS & TRIM.
6. REFER TO AF112-AF122 SHEETS FOR INTERIOR FLOOR MATERIAL
TRANSITION DETAILS.
7. REFER TO SHEETS AE201-AE203 FOR DOOR, WINDOW AND
CURTAIN WALL FRAME ELEVATIONS.
HALF-DOOR
HDD
DUTCH DOOR
W
PASS THRU
SCHED. DIM.
SC
HE
D.
D
IM
3'- 0"
VA
RI
ES SCHED. DIM.
3'- 0"
SC
HE
D.
D
IM
SC
HE
D.
D
IM
SCHED. DIM. SCHED. DIM.
U.
N.
O.
2'-
SC
HE
D.
D
IM
SCHED. DIM.
** GLASS LITE SIZE
VARIES, 4"x36" TYP.
PROVIDE 3"x33" AT FIRE
RATED DOORS
(UNLESS TESTED AS A
COMPONENT OF THE
DOOR ASSEMBLY, FOR
LESS THAN 90 MINUTE
LABEL).
3G
SCHED. DIM.
SC
HE
D.
D
IM
4" 1'-
5" 3"
3'- 9"
3"
VA
RI
ES
4"
3" VARIES 3"
SCHED. DIM.
SC
HE
D.
D
IM
4"
VA
RI
ES
4"
P
ALL GLASS
OVERHEAD SECTIONAL
GLASS
(LITE QTY VARIES)
SCHED. DIM.
SC
HE
D.
D
IM
OSG
IG3 TYP.
GLASS PANEL PARTITION
SCHED. DIM.
SC
HE
D.
D
IM
PG
** 1ST ROW ALUM. PANEL
(PER SPEC)
C
C
CA
B
A
A
A
A
A
A
E
** NOTE: NOT ALL FRAME ELEVATIONS MAY BE USED **
B
A
D D
D
E
D
E
SC
HE
D.
D
IM
4"
2"
DIM.
SCHED. 2"
NOTED OTHERWISE
1'-6" TYP. UNLESS
2"2"
DIM.
SCHED. 2"
NOTED OTHERWISE
1'-6" TYP. UNLESS
2"
VA
RI
ES
2"
1'-
2"
2"
SC
HE
D.
D
IM
2"
DIM.
SCHED. 2"
2"
SC
HE
D.
D
IM
SC
HE
D.
D
IM
4"
2"
DIM.
SCHED. 2"
2"
SC
HE
D.
D
IM
2"
DIM.
SCHED. 2"
VA
RI
ES
2"
1'-
2"
E
FFE
DOOR FRAME NOTES:
1. SEE SPECIFICATIONS FOR ALLOWABLE
HOLLOW METAL FRAME TYPES (WELDED,
KNOCK-DOWN, ETC.)
2. FRAME SECTIONS SHOWN APPLY AT
HOLLOW METAL FRAMES ONLY. WHERE
ALUMINUM IS SCHEDULED, PROVIDE A
FRAME OF THE SCHEDULED DEPTH, WITH
FACE DIMENSIONS AS SHOWN IN THE
FRAME ELEVATION. ALUMINUM FRAME
SECTION TO BE THE MANUFACTURER'S
PROFILE AS SPECIFIED.
REVERSE PROFILE AT
CENTERLINE OF DOUBLE
DOORS
A
A
A
B
A
D D
D
D
D
D
SC
HE
D.
D
IM
4"
2"
DIM.
SCHED. 2"
NOTED OTHERWISE
1'-6" TYP. UNLESS
2"2"
DIM.
SCHED. 2"
NOTED OTHERWISE
1'-6" TYP. UNLESS
2"
VA
RI
ES
2"
2'- 8"
T
YP
2"
SC
HE
D.
D
IM
VA
RI
ES
2"
2'- 8"
T
YP
.A
E E E E
A
E
E
E
D
E
2"
DIM.
SCHED. 2"
NOTED OTHERWISE
1'-6" TYP. UNLESS
2"
VA
RI
ES
2"
1'-
2"
2" U.
N.
O.
1'-
6" T
YP
2"
SC
HE
D.
D
IM
E
A
E
A
2" U.
N.
O.
1'-
6" T
YP
2"
SC
HE
D.
D
IM
2"
DIM.
SCHED. 2"
D D
SIM: FRAME SECTION "H" & "J"SIM: FRAME SECTION "H"
A B C F GD E H J
2" 5/8
1 15/16" VARIES 1 9/16"
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
1 15/16" VARIES 1 9/16"
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
RE: DOOR SCHEDULE
FRAME DEPTH
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
1 15/16" VARIES 1 9/16"
VARIES1 15/16"VARIES 1 15/16" VARIES 1 9/16" 1 15/16" VARIES 1 9/16" 2 1/8"
1/2"
1/2" 1/2"
VARIES
RE: DOOR SCHEDULE
FRAME DEPTH
1 15/16" VARIES 1 9/16"
APPLIED
STOPS
APPLIED
STOP APPLIED
STOP
APPLIED
STOP
2 1/8" 1/2"
1/2" 1/2"
VARIES
4"2"
5/8
2" 5/8
2" 5/8
5/8
SH
OW
N
AS
5/8
SH
OW
N
AS
5/8
2" 5/8
4" 5/8
REVIEWED BY
DRAWN BY:
DESIGNED BY:
PLOT DATE: PLOT SCALE:
DRAWING NO. AMP-400-E-
OF
LO
C
AL
F
T D
AT
E:
LW
PB
J O
B N
O
C
EN
TR
AL
F
A
B
C
D
E
F
G
A
B
C
D
E
F
G
TE
M
PL
AT
E:
SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
DATE:
APPROVED BY:
ISSUED BY
OFFICE OF:
FACILITY
MANAGEMENT
AMP-400
PROJECT MANAGER:
WORK REQUEST NO:
BASE MAINTENANCE BUILDING
12/20/19
As indicated12/20/2019 3:48:29 PM
BI
M
FA
A M
M
AC
B as e M ai nt en an ce B ui ld in g/
M M
AC
-B
M B
R en ov at io n
Ty pe
B -A rc h.
rv t
/2
0/
:4 8:
P
M
RENOVATION OF BMB-15
(BASE MAINTENANCE BUILDING)
6125 SW 68TH ST, OKLAHOMA CITY, OK
DOOR & FRAME ELEVATIONS
AE201BW
CB
2014-004363
-1
5-
G
0E
\\l w pb -fi le sr vr \F ed er al
FA
A\
FA
A
ID
IQ
\T O
B M
B R en ov at io n Ty pe B
\0
D w gs \0
Ar ch M
M
AC
-B M
B R en ov at io n Ty pe B
7.
rv t
LW
PB
0 1
6.
0 2
12/20/19
MONTE THURMAN,
AMP-400
2014-004363
MONTE THURMAN,
AMP-400
SCALE: 1/4" = 1'-0"
DOOR ELEVATIONS (TYPICAL)
SCALE: 3/8" = 1'-0"
DOOR FRAME ELEVATIONS (TYPICAL)
SCALE: 3" = 1'-0"
HOLLOW METAL FRAME PROFILES (TYPICAL)
GLAZING SCHEDULE
MARK DESCRIPTION
# IG1 AT EXTERIOR DOORS/FRAMES, SG4 AT INTERIOR DOORS/FRAMES
IG1 1" INSULATED GLAZING UNIT, TINTED, TEMPERED
IG2 1" INSULATED SPANDREL GLAZING UNIT, TINTED, TEMPERED (MATCH IG1)
IG3 1" INSULATED GLAZING UNIT, TINTED, TEMPERED (FOR GLAZED
OVERHEAD DOOR)
SG4 1/4" GLASS, CLEAR, TEMPERED
SG5 1/2" GLASS, CLEAR, TEMPERED, WITH APPLIED FILM, TO MATCH
FURNITURE SYSTEM (FF&E) GLAZING
FFE
FFE
IG1IG1
IG1
IG1
IG1
IG1
IG1
ALUMINUM STOREFRONT
'-0
8'-2 1/8"
2" 1'-
8" 2"
5'-
2"
1'-
2"
2" 8 7/8" 2" 6'-0" 2" 9 1/4" 2"
SG4SG4
SG4 SG4
ALUMINUM STOREFRONT
8'- 2"
9'-1 3/8"
2" 1'-2 3/4" 2" 6'-0" 2" 1'-2 5/8" 2"
2" 5'-
2" 1'-
2"
SG4
SG4
2" 5'-
2" 1'-
2" 8'-
2"
3'-11 3/16" 4 1/2" 4'-3 11/16"
12A 12BJOINED AT
CORNER
SG4
SG4
4 1/2" 5'-6 9/16" 5'-11 1/16"
8'- 0"
2" 8'-
2"
ALUMINUM STOREFRONT 13 ALUMINUM STOREFRONT
'-0
10'-4"
IG1 IG1 IG1
IG1
IG1 IG1
IG1
2" 1'-8" 2" 6'-0" 2" 2'-0" 2"
2" 1'-
8" 2"
5'-
2"
1'-
2"
SG4 SG4
ALUMINUM STOREFRONT
8'- 2"
7'-4 3/4"
SG4 SG4
2" 5'-
2" 1'-
2"
2" 2'-8 3/4" 2" 3'-0" 2"
1'-0" 2"
18 ALUMINUM STOREFRONT
SG4 SG4
SG4
'-8
7'-0"
8'- 0"
2" 1'-
8" 2"
2'- 6"
2"
SG4 SG4
SG4
2" 1'-
2" 5'-
2" 1'-
8" 2"
2'- 6"
2"
2" 3'-0" 2" 3'-6" 2"
IG1
IG1
IG1
IG1
IG2
IG2
IG1
IG1
IG1
IG1
IG2
IG2
IG1
IG1
IG2
IG2
IG1
IG1
IG1
IG1
IG2
IG2
IG1
IG1
IG1
IG1
IG2
IG2
IG1
IG1
IG1
IG1
IG2
IG2 IG2
IG2
IG1
IG1
IG1
IG1 IG1
IG1
IG1
IG1
IG2
IG2 IG2
IG2
IG1
IG1
IG1
IG1
IG1
IG1
IG1
IG1
IG2
IG2 IG2
IG2
IG1
IG1
IG1
IG1 IG1
IG1
IG1
IG1
IG2
IG2 IG2
IG2
IG1
IG1
IG1
IG1
IG1
IG1
IG1
IG1
IG2
IG2 IG2
IG2
IG1
IG1
IG1
IG1 IG1
IG1
IG1
IG1
IG2
IG2 IG2
IG2
IG1
IG1
IG1
IG1 IG1
IG1
IG1
IG1
IG2
IG2
2'-4"
SEE DETAIL
64'-0" IN ELEVATION - REFER PLAN FOR CURVE 2'-4"
68'-8"
9'- 4 1
/8" 9'-
7/
8"
'-4
1/A-101
GLAZED ALUMINUM
CURTAIN WALLS
19CJOINED AT
CORNER
GLAZED ALUMINUM
CURTAIN WALLS
15'-10 1/2"
'-4
8 1/2"
IG1
IG1
IG1
IG1 IG1
IG1
IG1IG1
IG1 IG1
19B19A 20JOINED
TO FRAME
IG1
IG1
IG1
IG1 IG1
IG1
IG1
IG1 IG1
IG1
IG1
IG1 IG1
IG1
IG1
IG1
'-4
17'-3 1/2"
4'-3 3/8" 3'-5 5/8" 8'-10" 8 1/2"
2019AJOINED
TO FRAME 19B GLAZED ALUMINUM
CURTAIN WALLS
'-4
4'-3 3/4" 2 1/2" 6'-0" 2 1/2" 4'-2 3/4" 2 1/2"
2 1 /2"
1'- 9 1
/2" 2 1
/2" 7'-
7 1 /2"
2 1 /2"
2'- 5 1
/2" 2 1
/2"2'- 5"
2 1 /2"
SG4
SG4
SG4
SG4
SG4
SG4 SG4
SG4
SG4
SG4
ALUMINUM INFILL
BOTH SIDES, TO
MATCH FRAME.
COPE TO FIT
STRUCTURAL MEMBER
AND CAULK W/
SILICONE SEALANT.
F.V.
REVIEWED BY
DRAWN BY:
DESIGNED BY:
PLOT DATE: PLOT SCALE:
DRAWING NO. AMP-400-E-
OF
LO
C
AL
F
T D
AT
E:
LW
PB
J O
B N
O
C
EN
TR
AL
F
A
B
C
D
E
F
G
A
B
C
D
E
F
G
TE
M
PL
AT
E:
SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
DATE:
APPROVED BY:
ISSUED BY
OFFICE OF:
FACILITY
MANAGEMENT
AMP-400
PROJECT MANAGER:
WORK REQUEST NO:
BASE MAINTENANCE BUILDING
12/20/19
3/8" = 1'-0"12/20/2019 3:48:36 PM
BI
M
FA
A M
M
AC
B as e M ai nt en an ce B ui ld in g/
M M
AC
-B
M B
R en ov at io n
Ty pe
B -A rc h.
rv t
/2
0/
:4 8:
P
M
RENOVATION OF BMB-15
(BASE MAINTENANCE BUILDING)
6125 SW 68TH ST, OKLAHOMA CITY, OK
FRAME ELEVATIONS
AE202BW
CB
2014-004363
-1
5-
G
0E
\\l w pb -fi le sr vr \F ed er al
FA
A\
FA
A
ID
IQ
\T O
B M
B R en ov at io n Ty pe B
\0
D w gs \0
Ar ch M
M
AC
-B M
B R en ov at io n Ty pe B
7.
rv t
LW
PB
0 1
6.
0 2
12/20/19
MONTE THURMAN,
AMP-400
2014-004363
MONTE THURMAN,
AMP-400
SCALE: 3/8" = 1'-0"
DOOR & WINDOW FRAME ELEVATIONS
GLAZING SCHEDULE
MARK DESCRIPTION
# IG1 AT EXTERIOR DOORS/FRAMES, SG4 AT INTERIOR DOORS/FRAMES
IG1 1" INSULATED GLAZING UNIT, TINTED, TEMPERED
IG2 1" INSULATED SPANDREL GLAZING UNIT, TINTED, TEMPERED (MATCH IG1)
IG3 1" INSULATED GLAZING UNIT, TINTED, TEMPERED (FOR GLAZED
OVERHEAD DOOR)
SG4 1/4" GLASS, CLEAR, TEMPERED
SG5 1/2" GLASS, CLEAR, TEMPERED, WITH APPLIED FILM, TO MATCH
2"
1'- 8"
2"
7'- 0"
2'- 0"
2" 3'-10" 2" 3'-8" 2" 3'-10" 2"
12'-0"
2'- 0"
7'- 0"
2" 6'-
8" 2"
IG1
IG1 IG1 IG1
FFE
'-8
2'-
0"
2" 2'-
6" 2"
7'- 8"
2"
4'- 8"
6'- 0"
2" 6"
2" 3'-
8" 2"
25ALUMINUM
STOREFRONT
ALUMINUM
STOREFRONT
ALUMINUM
STOREFRONT
ALUMINUM
STOREFRONT
IG1
IG1
IG1
IG1
IG1
IG1
IG1
IG1
8'-0"
2'-0"
2'-0"
2" 1'-9"
2" 3'-10"
2" 1'-9"
2"
2" 1'-8" 2"
2" 1'-8" 2"
FIRST FLOOR -
FINISH FLOOR
100'-0"
SG4 SG4 SG4 SG4
ALUMINUM STOREFRONT
2'- 0"
6'- 2"
2" 1'-
8" 2"
2" 4'-10" 2" 4'-10" 2" 4'-10" 2" 4'-10" 2"
20'-2"
28 ALUMINUM STOREFRONT
IG1 IG1 IG1
IG1 IG1 IG1
9'- 0"
10'-0"
2" 6'-
8" 2"
1'-
2"
2" 2'-5"
2" 4'-6"
2" 2'-5"
2"
SG5 SG5 SG5 SG5 SG5 SG5
ALL-GLASS STOREFRONTS
9'- 0"
3'-10" 3'-10" 3'-10" 3'-10" 3'-10" 3'-0" 10" 23'-0"
NOTE: COORDINATE AND INSTALL BUTT-JOINT
GLASS SO THAT CUPPING/WARPING OF
PANELS OCCURS IN THE SAME DIRECTION,
SUCH THAT THE MAXIMUM DIFFERENCE
BETWEEN ADJACENT PANELS DOES NOT
EXCEED THE MAXIMUM ALLOWABLE
CUP/WARP PER PANEL
CONCEALED HEADER /
OVERHEAD CLOSER AT DOOR,
RECESSED IN WALL ABOVE
FRAME 21 / DOOR A112 HARDWARE:
BASIS OF DESIGN SYSTEM IS CR LAURENCE:
• CRL 4" SQUARE, LOCKING DOOR KIT P4SA12SEL
(INCLUDES DOOR RAILS, LOCK, PIVOTS, CLOSER,
HEADER AND HANDLES)
• CRL 4" SQUARE SIDELITE RAILS
• FINISH: SATIN ANODIZED
22A
IG1 IG1 IG1
IG1IG1IG1
IG1 IG1 IG1
GLAZED ALUMINUM
CURTAIN WALLS
2'- 0"
'-4
14'-4 7/16" 8 1/2"
'-4
15'-1"
22BJOINED AT
CORNER
GLAZED ALUMINUM
CURTAIN WALLS
IG1 IG1 IG1 IG1
IG1 IG1 IG1 IG1
'-4
2'-
0"
8 1/2"
20'-8 15/16"
IG1 IG1 IG1 IG1
REVIEWED BY
DRAWN BY:
DESIGNED BY:
PLOT DATE: PLOT SCALE:
DRAWING NO. AMP-400-E-
OF
LO
C
AL
F
T D
AT
E:
LW
PB
J O
B N
O
C
EN
TR
AL
F
A
B
C
D
E
F
G
A
B
C
D
E
F
G
TE
M
PL
AT
E:
SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR 15 and 1520.
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
DATE:
APPROVED BY:
ISSUED BY
OFFICE OF:
FACILITY
MANAGEMENT
AMP-400
PROJECT MANAGER:
WORK REQUEST NO:
BASE MAINTENANCE BUILDING
12/20/19
3/8" = 1'-0"12/20/2019 3:48:41 PM
BI
M
FA
A M
M
AC
B as e M ai nt en an ce B ui ld in g/
M M
AC
-B
M B
R en ov at io n
Ty pe
B -A rc h.
rv t
/2
0/
:4 8:
P
M
RENOVATION OF BMB-15
(BASE MAINTENANCE BUILDING)
6125 SW 68TH ST, OKLAHOMA CITY, OK
FRAME ELEVATIONS
AE203BW
CB
2014-004363
-1
5-
G
0E
\\l w pb -fi le sr vr \F ed er al
FA
A\
FA
A
ID
IQ
\T O
B M
B R en ov at io n Ty pe B
\0
D w gs \0
Ar ch M
M
AC
-B M
B R en ov at io n Ty pe B
7.
rv t
LW
PB
0 1
6.
0 2
12/20/19
MONTE THURMAN,
AMP-400
2014-004363
MONTE THURMAN,
AMP-400
SCALE: 3/8" = 1'-0"
DOOR & WINDOW FRAME ELEVATIONS
GLAZING SCHEDULE
MARK DESCRIPTION
# IG1 AT EXTERIOR DOORS/FRAMES, SG4 AT INTERIOR DOORS/FRAMES
IG1 1" INSULATED GLAZING UNIT, TINTED, TEMPERED
IG2 1" INSULATED SPANDREL…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .