W912QR20B0012_Plans-0003.pdf
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- Solicitation number
- W912QR20B0012
About this file
This document outlines a federal contract opportunity for construction services. The solicitation is for the construction of a new HC-130J maintenance hangar at Patrick Air Force Base in Florida, with an estimated construction cost between $10-25 million under NAICS code 236220. The contract is a full and open procurement that requires a 10% price evaluation preference for HUBZone small businesses. Offerors must register in the System for Award Management and comply with various CCR/ORCA requirements. Funding is not presently available and no award will be made until appropriated funds are allocated. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Louisville.
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PATRICK, FLORIDA
HC-130J GENERAL MAINTENANCE HANGAR
PROJECT P2 NO. 472236
PROJECT NO. SXHT203000
ISSUE DATE: 07/30/20
CERTIFIED FINAL - AMENDMENT 0003
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A. GENERAL
1. ENGINEERED MASONRY IS DESIGNED IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS
FOR MASONRY STRUCTURES" ACI 530/ ASCE 5/ TMS 402, 2013.
2. UNITS: ASTM C90, NORMAL WEIGHT EXCEPT OVEN-DRY WEIGHT SHALL NOT BE LESS THAN 125
PCF.
COMPRESSIVE STRENGTH = 2000 PSI MINIMUM
MORTAR: ASTM C270 TYPE S, PROPORTION METHOD ASSEMBLY/PRISM MINIMUM
COMPRESSIVE STRENGTH, f'm = 2000 PSI
GROUT: ASTM C476, MINIMUM COMPRESSIVE STRENGTH = 2000 PSI, SLUMP = 8" TO 11".
REINFORCING STEEL BARS: ASTM 615 GRADE 60
3. FULLY GROUT ALL CELLS CONTAINING REINFORCING STEEL. PROVIDE MASONRY UNITS WITH MINIMUM SPACE IN CELLS TO RECIEVE GROUT OF 3"X3" AND ALIGN THESE CELLS TO PROVIDE
UNOBSTRUCTED OPENINGS.
a. FULLY GROUT ALL CELLS WHERE EQUIPMENT IS ATTACHED TO MASONRY WALL.
EQUIPMENT WEIGHT SHALL NOT EXCEED 300 LBS. COORDINATE ANCHORAGE WITH
MANUFACTURER'S REQUIREMENTS. COORDINATE EQUIPMENT LOCATIONS WITH
MECH/ELEC/ARCH AND FP DWGS.
4. CONSOLIDATE GROUT IN ASSEMBLED WALLS BY MECHANICAL VIBRATION AT THE TIME OF
PLACEMENT. RECONSOLIDATE GROUT BY MECHANICAL VIBRATION AFTER INITIAL WATER
LOSS AND SETTLEMENT HAS OCCURRED.
5. PLACE GROUT WITHIN 1 1/2 HOURS AFTER ADDING MIX-DESIGNED WATER AND PRIOR TO
INITIAL SET. GROUT CONTINUOUSLY BETWEEN CONTROL JOINTS USING POUR HEIGHTS NOT
EXCEEDING 12 FT AND LIFTS NOT EXCEEDING 5 FT, WITH NO INTERRUPTIONS EXCEEDING 1
HOUR.
6. USE FULL CONTACT LAP SPLICES FOR REINFORCING STEEL IN CMU WALLS AS FOLLOWS:
#4 BARS: MINIMUM 30 INCHES
#5 BARS: MINIMUM 45 INCHES
#6 BARS: MINIMUM 54 INCHES
7. MINIMUM CLEAR DISTANCE TO ANY FACE OF MASONRY UNIT OR FORMED SURFACE: 1/2".
8. USE RUNNING BOND PATTERN, UNLESS INDICATED OTHERWISE.
9. PROVIDE LATERAL SUPPORT AT THE TOP OF WALLS, UNLESS INDICATED OTHERWISE. SEE
NOTE E.
10. FULL MORTAR BEDDING SHALL BE EMPLOYED WHEN CONSTRUCTING PARTIALLY GROUTED
MASONRY WALLS.
11. ARCHITECTURAL COMPONENTS SUCH AS SEALANT, FLASHING, ETC, ARE NOT ILLUSTRATED IN
DETAILS. SEE ARCHITECTURAL DRAWINGS FOR THESE COMPONENTS.
12. SEE SPECIAL INSPECTION SPECIFICATION 01 45 35 FOR MASONRY SPECIAL INSPECTION
REQUIREMENTS.
13. SEE ARCHITECTURAL DRAWINGS FOR BRICK EXPANSION JOINT LOCATIONS IF APPLICABLE
FOR PROJECT.
14. MASONRY UNITS SHALL NOT BE FIELD MODIFIED UNLESS INTENDED TO BE MODIFIED.
15. U SHAPED BOND BEAMS SHALL BE USED AT WALL OPENING HEAD LOCATIONS.
16. KNOCK OUT BOND BEAMS SHALL BE USED AT WALL BOND BEAM LOCATIONS.
17. OPEN END MASONRY UNITS MAY BE USED TO FACILITATE WALL CONSTRUCTION.
18. DOUBLE OPEN END UNITS MAY BE USED WHEN WALL IS SOLID GROUTED.
B. VERTICAL REINFORCING
1. UNLESS NOTED OTHERWISE INDICATED, PROVIDE:
a. (1) #6 VERTICAL AT 32" ON CENTER FOR 8" EXTERIOR CMU
b. (2) #6 VERTICAL AT 32" ON CENTER FOR 12" CMU
c. (1) #6 VERTICAL AT 16" ON CENTER FOR 8" INTERIOR CMU
d. (1) #6 VERTICAL AT 32" ON CENTER FOR 8" CMU AT TRASH ENCLOSURE.
e. (1) #4 VERTICAL AT 48" ON CENTER FOR 6" INTERIOR CMU
2. PROVIDE ADDITIONAL VERTICAL REINFORCEMENT AT INTERSECTION OF WALLS, AND AT EACH
SIDE OF ALL MASONRY OPENINGS GREATER THAN 10" IN WIDTH. ADDED VERTICAL
REINFORCEMENT SHALL BE CONTINUOUS FOR THE FULL HEIGHT OF WALL UNO. SEE TYPICAL
JAMB DETAILS.
3. PROVIDE FOUNDATION DOWEL SAME SIZE AND LOCATION AS VERTICAL BARS IN THE WALL
ABOVE. SHALL BE LOCATED AT EACH VERTICAL WALL REINFORCEMENT. DOWELS SHALL BE
CAST A MINIMUM OF 2" GREATER THAN REQUIRED LAP SPLICE. AT THICKENED SLABS,
EXTEND CAST-IN-PLACE DOWELS TO WITHIN 2" OF THE BOTTOM OF SLAB AND PROVIDE A
STANDARD 90° HOOK OR IF POST-INSTALLED, EPOXY DOWEL WITHINT 2" OF BOTTOM OF SLAB.
4. CONTRACTOR'S OPTION TO PROVIDE THREADED MECHANICAL COUPLERS IN LIEU OF FULL
CONTACT LAP SPLICES WHERE 2 REINFORCING BARS ARE REQUIRED IN ONE CMU CELL AND
AT ALL WALL INTERSECTIONS FOR 8" CMU.
5. EXTEND ALL VERTICAL BARS FROM THE BOTTOM COURSE THROUGH THE TOP MOST BOND
BEAM.
C. HORIZONTAL REINFORCING
1. CONSTRUCT BOND BEAMS USING 2-#5 HORIZONTAL UNO.
2. PROVIDE BOND BEAMS AT 2'-0" MAX VERTICAL SPACING WHERE NOT INDICATED ON
DRAWING, OR AT OTHER ELEVATIONS AS INDICATED.
3. LOCATE BOND BEAMS AT THE BOTTOM-MOST COURSE AND THE TOP-MOST OR AT
THE SECOND FROM TOP-MOST COURSE AS PRACTICAL TO PROVIDE CONT BEAM.
4. PROVIDE BOND BEAM BELOW ALL MASONRY OPENINGS AND EXTEND 40db NOT LESS
THAN 24" BEYOND EACH SIDE OF OPENING.
5. PROVIDE STD HOOK AT END OF BAR WHEN DEVELOPMENT LENGTH CANNOT BE
ACHIEVED
D. EXPANSION / CONTRACTION JOINTS:
a. PROVIDE A MINIMUM 3/4" GAP BETWEEN THE TOP OF THE CMU WALL AND THE
BOTTOM OF THE STRUCTURE, EXCEPT AT LOAD BEARING WALLS.
b. PROVIDE A MINIMUM 3/4" GAP BETWEEN THE END OF AN INTERIOR CMU WALL
AND THE SIDE OF A BEAM.
c. PROVIDE CONTINUOUS COMPRESSIBLE FILLER OR FIRE SAFEING INSULATION
AS REQUIRED (FULL WIDTH AND FULL LENGTH) OF THE SAME THICKNESS AS
THE JOINT.
E. TOP CLIP SUPPORTS:
1. PROVIDE BENT PLATE SUPPORTS PER S-010, EXCEPT AT LOAD-BEARING WALLS.
2. LOCATE AT DISCONTINUOUS ENDS OF WALLS AND AT EACH SIDE ABOVE OPENINGS
WIDER THAN 6'-6".
3. TWO CELLS UNDER EACH TOP CLIP SHALL BE FULLY GROUTED. SOLID MASONRY
UNITS MAY BE PROVIDED.
F. LINTELS:
1. PROVIDE MASONRY LINTELS ABOVE OPENINGS IN MASONRY WALLS AS REQUIRED.
SEE DETAILS ON S-010.
CONCRETE MASONRY UNIT (CMU) NOTES:
LINTEL
DOWEL (TYP)
SEE NOTE B.3
T.O. WALL
FLOOR
BOND
BEAM,
SEE C.1
FULL HEIGHT VERTICAL
REINFORCING AT BEARING
OF LINTEL (TYP) PROVIDE
JAMBS PER
TYPICAL VERTICAL
REINFORCING FILL
CELLS W/ GROUT
SEE NOTE B.1
WHERE BOND BEAM
OCCURS BELOW BEAM
POCKET, EXTEND BOND
BEAM 2'-0" BEYOND
VERTICAL REINF EA
SIDE. WHERE WALL
TERMINATES, PROVIDE
HOOK IN BOND BEAM
REINFORCEMENT.
/A1 S-010
SEE NOTE C.3.
PROVIDE (1) COURSE
CONT. BOND BEAM
BELOW BEAM
MECHANICAL
COUPLERS,
SEE NOTE B.4
VERTICAL
REINF. AS REQ'D.
FILL WITH
GROUT
CMU BOND BEAM
HORIZ REINF. AS REQ'D
METAL LATH SCREEN
TYP BOND BEAM
VERT REINF
FILL CELLS
W/ GROUT
CMU WALL
BOND BEAM
REINFORCEMENT
CMU WALL
STD 90° HOOK
VERT WALL
REINF (TYP)
LAP
SPLICE
STD HOOK STD HOOK
L A
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BOND BEAM REINF
VERT WALL REINF
CMU WALL
VERT WALL REINF
CENTERED IN CELL,
FILL CELL W/ GROUT
CMU WALL
TWO CURTAINS
ONE CURTAIN
LESS THAN 24"
40db NOT OPENING WIDTH
LESS THAN 24"
40db NOT
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#5 VERT JAMB BARS FULL
HEIGHT. FILL CMU CELLS
BOTH SIDES OF OPENING
SEE NOTE B.2 AND TYPICAL
JAMBS ON S-010
BOND BEAM W/
(2) #5 CONTINUOUS
MASONRY LINTEL
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TYPICAL CMU WALL CORNER
DETAIL
TYPICAL CMU WALL CORNER
DETAIL AT BOND BEAMS TYPICAL CMU WALL
INTERSECTION DETAIL AT BOND
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PANEL (MP-1)
DRAFT CURTAINS
(9-FEET DEEP)
CLOSE OFF AREA ABOVE HANGAR DOOR
RAILS AND STRUCTURE TO PREVENT
BIRD ACCESS WHEN DOORS ARE OPEN
HANGAR DOOR GUIDE
RAILS BY MANUFACTURER
HORIZONTAL BIRD NETTING (OPTION D)
AT BOTTOM OF STRUCTURAL TRUSS
INSTALL BIRD NETTING (OPTION D)
AROUND FIRE SUPPRESSION FOAM
GENERATOR ENCLOSURES
PROVIDE ACCESS THRU BIRD NETTING
(OPTION D) FOR EQUIPMENT MAINTENANCE
2'
4"
2'
4"
0"
UPPER SOFFIT
METAL GUTTER
METAL DOWNSPOUT BELOW
145' - 4 1/2"
145' - 4 1/2"
164' - 8 3/4"
145' - 4 1/2"
HORIZONTAL SOFFIT PANEL
(MP-4) ON INSIDE OF HANGAR
RE: B4 / A-123 FOR BID
OPTION C FLOOR PLAN
GENERAL NOTES:
1.
2.
SEE SHEET A-120 FOR GENERAL REFLECTED CEILING PLAN
NOTES AND LEGEND.
SEE SHEET A-121 FOR ROOM SCHEDULE.
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ENLARGED REFLECTED CEILING PLAN - AREA 'C'
SCALE IN FEET
0 4' 8' 16'
SCALE: 1/8" = 1'-0"B4
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AREA 'C' (OPTION C)
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OTS
OTS
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(OPTION D) AT BOTTOM OF
STRUCTURAL TRUSS
HORIZONTAL SOFFIT
PANEL (MP-1)
DRAFT CURTAINS
(9-FEET DEEP)
CLOSE OFF AREA ABOVE HANGAR DOOR
RAILS AND STRUCTURE TO PREVENT
BIRD ACCESS WHEN DOORS ARE OPEN
HANGAR DOOR GUIDE
RAILS BY MANUFACTURER
INSTALL BIRD NETTING (OPTION D)
AROUND FIRE SUPPRESSION
FOAM GENERATOR ENCLOSURES
PROVIDE ACCESS THRU BIRD NETTING
(OPTION D) FOR EQUIPMENT MAINTENANCE
2'
4"
2'
4"
0"
145' - 4 1/2"
145' - 4 1/2"
164' - 8 3/4"
UPPER SOFFIT
METAL GUTTER
METAL DOWNSPOUT BELOW
145' - 4 1/2"
OPTION A
HORIZONTAL SOFFIT PANEL
(MP-4) ON INSIDE OF HANGAR
RE: B4 / A-124 FOR BID
OPTION A FLOOR PLAN
GENERAL NOTES:
1.
2.
SEE SHEET A-120 FOR GENERAL REFLECTED CEILING PLAN
NOTES AND LEGEND.
SEE SHEET A-121 FOR ROOM SCHEDULE.
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SCALE IN FEET
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N
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CEILING PLAN - AREA D (OPTION A)
SCALE IN FEET
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GROUND FLOOR
100' - 0"
1 2 3 4 5 8 9 106 7
LOW ROOF EAVE
116' - 8"
TOP OF HANGAR EAVE
168' - 1 1/2"
HANGAR FLOOR SLAB @
DOOR TRACK
98' - 8 1/2"
C3
A-303 A2
A-302
1.8 9.2
2.1
2.2
2.13
2.15
2.10
3" / 1'-0"
0 11
2.2
101D101C
/2
2.10
TYP
2.11
HORIZONTAL PANEL
JOINT RE: A3/A-202.
2.14
2.16
TYP.
3" / 1'-0"
2.3 2.3
2.17
2.19
D O
O R
H E
IG
H
T
GROUND FLOOR
100' - 0"
ABF CDEG
A2
A-301
BOTTOM OF HANGAR EAVE
154' - 1 1/4"
LOW ROOF EAVE
116' - 8"
TOP OF HANGAR EAVE
168' - 1 1/2"
F.5
C2
A-302
C2
A-301
H
101A
L01 L11
2.1
2.2
2.6
2.4
2.7
2.8
2.10
3" / 1'-0"
B1
A-359
B4
A-359
J
T O
P O
F M
A S
O N
R Y
TYP
20' - 0" A4
A-201
2.11
2.1
HORIZONTAL PANEL JOINT
RE: A3/A-202.
2.9
TYP
2.14
TP012.15
2.13
2.16
TYP.
1 1/2" / 1'-0"
2.15
5' - 0" 30' - 0" 22' - 4" 22' - 4" 30' - 0"
116' - 0"
L31
4' - 0"4' - 0"
2.3
2.17
2.18 2.19
/2
2.15
8'
4"
A1
A-622
FG F.5H
A4
A-357
2.11
2.1
2.2
2.15
3" / 1'-0"
A1
A-357
P A
T R
IC
K
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A H
C -1
J G
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P A
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A
Louisville District
US Army Corps of
Engineers ®
M A
R K
D E
S C
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N D
A T
E A
P P
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A R
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SHEET
IDENTIFICATION
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DATE:
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O V
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A L L E
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V A
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IO
N S
SCALE: 1/16" = 1'-0"C1
SOUTH ELEVATION
SCALE: 1/16" = 1'-0"A1
WEST ELEVATION
EXTERIOR FINISHES
DESCRIPTION (BASIS OF DESIGN):
2.1 STANDING SEAM METAL ROOF PANEL CENTRIA
SRS-3, COLOR: MANUFACTURER STANDARD "DARK
RED" COLOR MATCH TO PATRICK AFB TERRA
COTTA BASE STANDARD.
2.2 EXTERIOR EAVE, PEAK AND GABLE TRIM AND
FASCIA COLOR: MANUFACTURER STANDARD "DARK
RED" COLOR MATCH TO PATRICK AFB TERRA
COTTA BASE STANDARD.
2.3 EXPOSED STRUCTURE - EPOXY PAINTED. COLOR:
BEST MATCH TO PATRICK AFB CONCH SHELL
2.4 PREFINISHED ALUMINUM LOUVER COLOR TO
MATCH ADJACENT WALL COLOR.
2.5 ALUMINUM WINDOW WITH INSULATED GLASS
FRAME: BLACK. GLASS: VITRO SOLAR GRAY TINT.
2.6 EXTERIOR ANODIZED ALUMINUM DOOR AND FRAME.
COLOR: BLACK.
2.7 INSULATED TRANSLUCENT WALL PANEL WITH
BLACK COATED FRAME. KALWALL CRYSTAL -
INTERIOR AND WHITE - EXTERIOR. SEE SHEET A-622
2.8 INSULATED OVERHEAD COILING DOOR COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.9 PREFINISHED SHEET METAL EXPANSION JOINT
COVER. COLOR BEST MATCH TO ADJACENT WALL.
2.10 MP-1 - CONCEALED FASTENER, FLUSH INSULATED
METAL PANEL, 2-INCH THICK, COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.11 MP-3 - CONCEALED FASTENER NON INSULATED
METAL LINER PANEL, 1-1/2-INCH THICK, COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.12 MP-4 - CORRUGATED EXPOSED FASTENER METAL
PANEL, COLOR: MANUFACTURER STANDARD COLOR
MATCH TO WHITE HANGAR INTERIOR.
2.13 METAL CANOPY SYSTEM. COLOR: MANUFACTURER
STANDARD "DARK RED" COLOR MATCH TO TERRA
COTTA BASE STANDARD.
2.14 EXTERIOR LIGHT FIXTURES, RE: ELECTRICAL
2.15 GUTTER, CONDUCTOR (WHERE REQUIRED) AND
DOWNSPOUT COLOR: BLACK.
2.16 EXTERIOR BUILDING SIGNAGE. TYPICAL, REFER TO
A-700 SERIES DRAWINGS
2.17 MECHANICAL EQUIPMENT, REFER TO MECHANICAL
DRAWINGS
2.18 HOSE BIB, REFER TO MECHANICAL DRAWINGS
2.19 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS
SCALE IN FEET
0 8' 16' 32'
SCALE IN FEET
0 8' 16' 32' SCALE: 3/16" = 1'-0"A4
PARTIAL ELEVATION AT ROOF
SCALE IN FEET
0 4' 8' 12'
C
E R
T
IF
IE
D
F
IN
A L
/0 /2
A
M E
N D
M E
N T
/2 /2
A
M E
N D
M E
N T
/1 /2
W
2Q R
B0
2_
Pl an s-
123458910 67
BOTTOM OF HANGAR EAVE
154' - 1 1/4"
LOW ROOF EAVE
116' - 8"
TOP OF HANGAR EAVE
168' - 1 1/2"
BOTTOM OF NOSE BAY EAVE
126' - 3"
A3
A-205
C3
A-303
A2
A-302
1.89.2
138C 101H
L03 L02L04
2.1
2.6
2.2
2.8
2.4
2.10
C1
A-357
A3
A-358
C3
A-358
2.11
T O
P O
F M
A S
O N
R Y
L21L20
6"
23' - 2" 23' - 8" 23' - 8" 23' - 8" 23' - 8" 23' - 8" 23' - 2"
6"
2.9 2.9
2.13
101G
2.15
2.14
2.1
A3
A-202
2.16
2.16
TYP.
2.13
L05
2.1
2.3
2.18
2.17
2.3
A3
A-207 SIM
A3
A-207 SIM
/2
GROUND FLOOR
100' - 0"
LOW ROOF EAVE
116' - 8"
BOTTOM OF NOSE BAY EAVE
126' - 3"
C3
A-205
9.211
INSULATED METAL WALL PANEL
STACK PANEL
JOINT EXTRUSION
W/ WEEP HOLES
AND GASKETS
CONT. SEALANT
EXTERIOR WALL GIRT
RE: STRUCTURAL
(2) ROWS OF CONT.
SEALANT AT BACK OF
METAL FLASHING
CONT. SEALANT
P A
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Louisville District
US Army Corps of
Engineers ®
M A
R K
D E
S C
R
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N D
A T
E A
P P
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O
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SHEET
IDENTIFICATION
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DATE:
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SCALE: 1/16" = 1'-0"C1
NORTH ELEVATION (BASE BID)
SCALE: 1/16" = 1'-0"A1
NORTH ELEVATION (OPTION B)
EXTERIOR FINISHES
DESCRIPTION (BASIS OF DESIGN):
2.1 STANDING SEAM METAL ROOF PANEL CENTRIA
SRS-3, COLOR: MANUFACTURER STANDARD "DARK
RED" COLOR MATCH TO PATRICK AFB TERRA
COTTA BASE STANDARD.
2.2 EXTERIOR EAVE, PEAK AND GABLE TRIM AND
FASCIA COLOR: MANUFACTURER STANDARD "DARK
RED" COLOR MATCH TO PATRICK AFB TERRA
COTTA BASE STANDARD.
2.3 EXPOSED STRUCTURE - EPOXY PAINTED. COLOR:
BEST MATCH TO PATRICK AFB CONCH SHELL
2.4 PREFINISHED ALUMINUM LOUVER COLOR TO
MATCH ADJACENT WALL COLOR.
2.5 ALUMINUM WINDOW WITH INSULATED GLASS
FRAME: BLACK. GLASS: VITRO SOLAR GRAY TINT.
2.6 EXTERIOR ANODIZED ALUMINUM DOOR AND FRAME.
COLOR: BLACK.
2.7 INSULATED TRANSLUCENT WALL PANEL WITH
BLACK COATED FRAME. KALWALL CRYSTAL -
INTERIOR AND WHITE - EXTERIOR. SEE SHEET A-622
2.8 INSULATED OVERHEAD COILING DOOR COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.9 PREFINISHED SHEET METAL EXPANSION JOINT
COVER. COLOR BEST MATCH TO ADJACENT WALL.
2.10 MP-1 - CONCEALED FASTENER, FLUSH INSULATED
METAL PANEL, 2-INCH THICK, COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.11 MP-3 - CONCEALED FASTENER NON INSULATED
METAL LINER PANEL, 1-1/2-INCH THICK, COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.12 MP-4 - CORRUGATED EXPOSED FASTENER METAL
PANEL, COLOR: MANUFACTURER STANDARD COLOR
MATCH TO WHITE HANGAR INTERIOR.
2.13 METAL CANOPY SYSTEM. COLOR: MANUFACTURER
STANDARD "DARK RED" COLOR MATCH TO TERRA
COTTA BASE STANDARD.
2.14 EXTERIOR LIGHT FIXTURES, RE: ELECTRICAL
2.15 GUTTER, CONDUCTOR (WHERE REQUIRED) AND
DOWNSPOUT COLOR: BLACK.
2.16 EXTERIOR BUILDING SIGNAGE. TYPICAL, REFER TO
A-700 SERIES DRAWINGS
2.17 MECHANICAL EQUIPMENT, REFER TO MECHANICAL
DRAWINGS
2.18 HOSE BIB, REFER TO MECHANICAL DRAWINGS
2.19 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS
SCALE IN FEET
0 8' 16' 32'
SCALE IN FEET
0 8' 16' 32' SCALE: 3" = 1'-0"A3
PANEL JOINT AT METAL PANEL
SCALE IN FEET
0 3" 6" 9"
C
E R
T
IF
IE
D
F
IN
A L
/0 /2
A
M E
N D
M E
N T
/2 /2
A
M E
N D
M E
N T
/1 /2
W
2Q R
B0
2_
Pl an s-
A B FC D E G
A2
A-301
BOTTOM OF HANGAR EAVE
154' - 1 1/4"
LOW ROOF EAVE
116' - 8"
TOP OF HANGAR EAVE
168' - 1 1/2"
HANGAR FLOOR SLAB @
DOOR TRACK
98' - 8 1/2"
F.5
C2
A-302
C2
A-301
H
101F
139E
L06
2.1
2.15
2.4
2.7
C2
A-358
J
2.9 2.11
2.10
HORIZONTAL
PANEL JOINT
TP01
2.13 2.62.11
2.13
TYP
3" / 1'-0"
A1
A-205
2.2
2.16 2.17
TYP.
24' - 0" 23' - 8" 14' - 4"
1'
1/
2"
T O
P O
F M
A S
O N
R Y
4' - 0"4' - 0" L30
2' - 4" 10' - 2" 19' - 0" 24' - 0" 24' - 0" 24' - 0" 15' - 0" 11' - 7" 2' - 7" 38' - 2" 1' - 0"
171' - 10"
2.3
2.18 2.17
8'
4"
B1
A-622
GROUND FLOOR
100' - 0"
A B FC D E G
LOW ROOF EAVE
116' - 8"
BOTTOM OF NOSE BAY EAVE
126' - 3"
F.5 H
101F
J
OPTION B
C1
A-205
A1
A-203
OPTION A
140B
140A 139D
139E L06
2.17
A3
A-207
SIM
2.18
2.5 2.19
2.16
GROUND FLOOR
100' - 0"
C D
LOW ROOF EAVE
116' - 8"
2.8
2.13 2.6
2.1
2.15
BOLLARDS
RE: CIVIL
7' - 8" 24' - 0"
2' - 2" 33' - 2"
A3
A-207
SIM
2.16
P A
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Louisville District
US Army Corps of
Engineers ®
M A
R K
D E
S C
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N D
A T
E A
P P
R N
O
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A R
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IDENTIFICATION
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DATE:
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V A
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SCALE: 1/16" = 1'-0"C2
EAST ELEVATION (BASE BID)
SCALE: 1/16" = 1'-0"A2
EAST ELEVATION (OPTIONS A AND B)
EXTERIOR FINISHES
DESCRIPTION (BASIS OF DESIGN):
2.1 STANDING SEAM METAL ROOF PANEL CENTRIA
SRS-3, COLOR: MANUFACTURER STANDARD "DARK
RED" COLOR MATCH TO PATRICK AFB TERRA
COTTA BASE STANDARD.
2.2 EXTERIOR EAVE, PEAK AND GABLE TRIM AND
FASCIA COLOR: MANUFACTURER STANDARD "DARK
RED" COLOR MATCH TO PATRICK AFB TERRA
COTTA BASE STANDARD.
2.3 EXPOSED STRUCTURE - EPOXY PAINTED. COLOR:
BEST MATCH TO PATRICK AFB CONCH SHELL
2.4 PREFINISHED ALUMINUM LOUVER COLOR TO
MATCH ADJACENT WALL COLOR.
2.5 ALUMINUM WINDOW WITH INSULATED GLASS
FRAME: BLACK. GLASS: VITRO SOLAR GRAY TINT.
2.6 EXTERIOR ANODIZED ALUMINUM DOOR AND FRAME.
COLOR: BLACK.
2.7 INSULATED TRANSLUCENT WALL PANEL WITH
BLACK COATED FRAME. KALWALL CRYSTAL -
INTERIOR AND WHITE - EXTERIOR. SEE SHEET A-622
2.8 INSULATED OVERHEAD COILING DOOR COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.9 PREFINISHED SHEET METAL EXPANSION JOINT
COVER. COLOR BEST MATCH TO ADJACENT WALL.
2.10 MP-1 - CONCEALED FASTENER, FLUSH INSULATED
METAL PANEL, 2-INCH THICK, COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.11 MP-3 - CONCEALED FASTENER NON INSULATED
METAL LINER PANEL, 1-1/2-INCH THICK, COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.12 MP-4 - CORRUGATED EXPOSED FASTENER METAL
PANEL, COLOR: MANUFACTURER STANDARD COLOR
MATCH TO WHITE HANGAR INTERIOR.
2.13 METAL CANOPY SYSTEM. COLOR: MANUFACTURER
STANDARD "DARK RED" COLOR MATCH TO TERRA
COTTA BASE STANDARD.
2.14 EXTERIOR LIGHT FIXTURES, RE: ELECTRICAL
2.15 GUTTER, CONDUCTOR (WHERE REQUIRED) AND
DOWNSPOUT COLOR: BLACK.
2.16 EXTERIOR BUILDING SIGNAGE. TYPICAL, REFER TO
A-700 SERIES DRAWINGS
2.17 MECHANICAL EQUIPMENT, REFER TO MECHANICAL
DRAWINGS
2.18 HOSE BIB, REFER TO MECHANICAL DRAWINGS
2.19 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS
SCALE IN FEET
0 8' 16' 32'
SCALE IN FEET
0 8' 16' 32'SCALE: 1/8" = 1'-0"A1
EAST ELEVATION (OPTION C)
SCALE IN FEET
0 4' 8' 16'
C
E R
T
IF
IE
D
F
IN
A L
/0 /2
A
M E
N D
M E
N T
/2 /2
A
M E
N D
M E
N T
/1 /2
W
2Q R
B0
2_
Pl an s-
10 9.2
2.1
2.2
2.10
CONDUCTOR HEAD
SEE DETAILS
SHEET A-522
2.15
/2
2.3
GROUND FLOOR
100' - 0"
11.8
2.1
2.2
2.10
CONDUCTOR HEAD SEE
DETAILS SHEET A-522
2.15
/2
2.3
GROUND FLOOR
100' - 0"
LOW ROOF EAVE
116' - 8"
2.1
2.2
2.11
2.13
2.15
2.17
GROUND FLOOR
100' - 0"
LOW ROOF EAVE
116' - 8"
2.6
2.13
2.15
2.11
2.2
2.1
2.16
2.17
2.19
105E
GROUND FLOOR
100' - 0"
LOW ROOF EAVE
116' - 8"
L07
7' - 3"
P A
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P A
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Louisville District
US Army Corps of
Engineers ®
M A
R K
D E
S C
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T
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N D
A T
E A
P P
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SHEET
IDENTIFICATION
1 2 3 4 5
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DATE:
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SCALE: 1/8" = 1'-0"B3
NORTH ELEVATION - EAST DOOR POCKET
SCALE: 1/8" = 1'-0"B1
NORTH ELEVATION - WEST DOOR POCKET INSET
EXTERIOR FINISHES
DESCRIPTION (BASIS OF DESIGN):
2.1 STANDING SEAM METAL ROOF PANEL CENTRIA
SRS-3, COLOR: MANUFACTURER STANDARD "DARK
RED" COLOR MATCH TO PATRICK AFB TERRA
COTTA BASE STANDARD.
2.2 EXTERIOR EAVE, PEAK AND GABLE TRIM AND
FASCIA COLOR: MANUFACTURER STANDARD "DARK
RED" COLOR MATCH TO PATRICK AFB TERRA
COTTA BASE STANDARD.
2.3 EXPOSED STRUCTURE - EPOXY PAINTED. COLOR:
BEST MATCH TO PATRICK AFB CONCH SHELL
2.4 PREFINISHED ALUMINUM LOUVER COLOR TO
MATCH ADJACENT WALL COLOR.
2.5 ALUMINUM WINDOW WITH INSULATED GLASS
FRAME: BLACK. GLASS: VITRO SOLAR GRAY TINT.
2.6 EXTERIOR ANODIZED ALUMINUM DOOR AND FRAME.
COLOR: BLACK.
2.7 INSULATED TRANSLUCENT WALL PANEL WITH
BLACK COATED FRAME. KALWALL CRYSTAL -
INTERIOR AND WHITE - EXTERIOR. SEE SHEET A-622
2.8 INSULATED OVERHEAD COILING DOOR COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.9 PREFINISHED SHEET METAL EXPANSION JOINT
COVER. COLOR BEST MATCH TO ADJACENT WALL.
2.10 MP-1 - CONCEALED FASTENER, FLUSH INSULATED
METAL PANEL, 2-INCH THICK, COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.11 MP-3 - CONCEALED FASTENER NON INSULATED
METAL LINER PANEL, 1-1/2-INCH THICK, COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.12 MP-4 - CORRUGATED EXPOSED FASTENER METAL
PANEL, COLOR: MANUFACTURER STANDARD COLOR
MATCH TO WHITE HANGAR INTERIOR.
2.13 METAL CANOPY SYSTEM. COLOR: MANUFACTURER
STANDARD "DARK RED" COLOR MATCH TO TERRA
COTTA BASE STANDARD.
2.14 EXTERIOR LIGHT FIXTURES, RE: ELECTRICAL
2.15 GUTTER, CONDUCTOR (WHERE REQUIRED) AND
DOWNSPOUT COLOR: BLACK.
2.16 EXTERIOR BUILDING SIGNAGE. TYPICAL, REFER TO
A-700 SERIES DRAWINGS
2.17 MECHANICAL EQUIPMENT, REFER TO MECHANICAL
DRAWINGS
2.18 HOSE BIB, REFER TO MECHANICAL DRAWINGS
2.19 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS
SCALE IN FEET
0 4' 8' 16'
SCALE IN FEET
0 4' 8' 16'
SCALE IN FEET
0 4' 8' 16'
SCALE IN FEET
0 4' 8' 16'
SCALE: 1/8" = 1'-0"A3
SOUTH ELEVATION - EAST DOOR POCKET INSET
SCALE: 1/8" = 1'-0"A1
SOUTH ELEV. - WEST DOOR POCKET INSET (BASE BID)
SCALE: 1/8" = 1'-0"A4
SOUTH ELEV. - EAST DOOR POCKET INSET (OPTION A)
SCALE IN FEET
0 4' 8' 16'
C
E R
T
IF
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F
IN
A L
/0 /2
A
M E
N D
M E
N T
/2 /2
A
M E
N D
M E
N T
/1 /2
W
2Q R
B0
2_
Pl an s-
F G
LOW ROOF EAVE
116' - 8"
BOTTOM OF NOSE BAY EAVE
126' - 3"
F.5 H
2.1
2.2
2.4 2.52.8
2.11
J
2.2
L06 2.13
2.15
2.15
30' - 0" 30' - 0" 5' - 0"
W02 W02 W02
2.18
GROUND FLOOR
100' - 0"
F G
LOW ROOF EAVE
116' - 8"
F.5 H
2.1 2.2
2.4
2.8
2.11
J
2.10
L06 2.13
2.13
2.14
14' - 4"
2.16
2.18 2.17
GROUND FLOOR
100' - 0"
LOW ROOF EAVE
116' - 8"
9.2
2.1
2.15 2.11
2.6
2.2
2.13
2.13
138C
2.16
TYP.
2.15
4' - 0"
2.16
A3
A-207 SIM
GROUND FLOOR
100' - 0"
LOW ROOF EAVE
116' - 8"
BOTTOM OF NOSE BAY EAVE
126' - 3"
9.2
2.1
2.6
2.7
2.5 2.11
2.13
2.13
2.16 2.16
TYP.
8' - 6" 21' - 6" 18' - 8"
W02 W02 W01
A3
A-207
SIM
127A
P A
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Louisville District
US Army Corps of
Engineers ®
M A
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IDENTIFICATION
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DATE:
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SCALE: 1/8" = 1'-0"C1
PARTIAL EAST ELEVATION (OPTION B)
SCALE: 1/8" = 1'-0"A1
PARTIAL EAST ELEVATION
SCALE: 1/8" = 1'-0"A3
PARTIAL NORTH ELEVATION
SCALE: 1/8" = 1'-0"C3
PARTIAL NORTH ELEVATION (OPTION B)
SCALE IN FEET
0 4' 8' 16'
SCALE IN FEET
0 4' 8' 16'
SCALE IN FEET
0 4' 8' 16'
SCALE IN FEET
0 4' 8' 16'
EXTERIOR FINISHES
DESCRIPTION (BASIS OF DESIGN):
2.1 STANDING SEAM METAL ROOF PANEL CENTRIA
SRS-3, COLOR: MANUFACTURER STANDARD "DARK
RED" COLOR MATCH TO PATRICK AFB TERRA
COTTA BASE STANDARD.
2.2 EXTERIOR EAVE, PEAK AND GABLE TRIM AND
FASCIA COLOR: MANUFACTURER STANDARD "DARK
RED" COLOR MATCH TO PATRICK AFB TERRA
COTTA BASE STANDARD.
2.3 EXPOSED STRUCTURE - EPOXY PAINTED. COLOR:
BEST MATCH TO PATRICK AFB CONCH SHELL
2.4 PREFINISHED ALUMINUM LOUVER COLOR TO
MATCH ADJACENT WALL COLOR.
2.5 ALUMINUM WINDOW WITH INSULATED GLASS
FRAME: BLACK. GLASS: VITRO SOLAR GRAY TINT.
2.6 EXTERIOR ANODIZED ALUMINUM DOOR AND FRAME.
COLOR: BLACK.
2.7 INSULATED TRANSLUCENT WALL PANEL WITH
BLACK COATED FRAME. KALWALL CRYSTAL -
INTERIOR AND WHITE - EXTERIOR. SEE SHEET A-622
2.8 INSULATED OVERHEAD COILING DOOR COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.9 PREFINISHED SHEET METAL EXPANSION JOINT
COVER. COLOR BEST MATCH TO ADJACENT WALL.
2.10 MP-1 - CONCEALED FASTENER, FLUSH INSULATED
METAL PANEL, 2-INCH THICK, COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.11 MP-3 - CONCEALED FASTENER NON INSULATED
METAL LINER PANEL, 1-1/2-INCH THICK, COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.12 MP-4 - CORRUGATED EXPOSED FASTENER METAL
PANEL, COLOR: MANUFACTURER STANDARD COLOR
MATCH TO WHITE HANGAR INTERIOR.
2.13 METAL CANOPY SYSTEM. COLOR: MANUFACTURER
STANDARD "DARK RED" COLOR MATCH TO TERRA
COTTA BASE STANDARD.
2.14 EXTERIOR LIGHT FIXTURES, RE: ELECTRICAL
2.15 GUTTER, CONDUCTOR (WHERE REQUIRED) AND
DOWNSPOUT COLOR: BLACK.
2.16 EXTERIOR BUILDING SIGNAGE. TYPICAL, REFER TO
A-700 SERIES DRAWINGS
2.17 MECHANICAL EQUIPMENT, REFER TO MECHANICAL
DRAWINGS
2.18 HOSE BIB, REFER TO MECHANICAL DRAWINGS
2.19 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS
C
E R
T
IF
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F
IN
A L
/0 /2
A
M E
N D
M E
N T
/2 /2
A
M E
N D
M E
N T
/1 /2
W
2Q R
B0
2_
Pl an s-
G
LOW ROOF EAVE
116' - 8"
BOTTOM OF NOSE BAY EAVE
126' - 3"
H
2.1
2.15
2.16
2.11
J
2.6
125D
2.2
2.15
2.19
GROUND FLOOR
100' - 0"
G
LOW ROOF EAVE
116' - 8"
BOTTOM OF NOSE BAY EAVE
126' - 3"
H J
124 123
2.12.15
2.6
2.11
2.13
2.2
2.16
TYP.
GROUND FLOOR
100' - 0"
CD
LOW ROOF EAVE
116' - 8"
101A
C2
A-358
2.11 2.1
2.2
2.15
2.6
2.9
2.10
2.11
2.14
2.16
9' - 6" 22' - 0" 4' - 10"
102C
2.8
GROUND FLOOR
100' - 0"
BOTTOM OF NOSE BAY EAVE
126' - 3"
2.1
2.15
2.6
2.11
2.13
102D
2.2
2.16
2.17
2.19
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Louisville District
US Army Corps of
Engineers ®
M A
R K
D E
S C
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T
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N D
A T
E A
P P
R N
O
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A R
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IDENTIFICATION
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DATE:
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EXTERIOR FINISHES
DESCRIPTION (BASIS OF DESIGN):
2.1 STANDING SEAM METAL ROOF PANEL CENTRIA
SRS-3, COLOR: MANUFACTURER STANDARD "DARK
RED" COLOR MATCH TO PATRICK AFB TERRA
COTTA BASE STANDARD.
2.2 EXTERIOR EAVE, PEAK AND GABLE TRIM AND
FASCIA COLOR: MANUFACTURER STANDARD "DARK
RED" COLOR MATCH TO PATRICK AFB TERRA
COTTA BASE STANDARD.
2.3 EXPOSED STRUCTURE - EPOXY PAINTED. COLOR:
BEST MATCH TO PATRICK AFB CONCH SHELL
2.4 PREFINISHED ALUMINUM LOUVER COLOR TO
MATCH ADJACENT WALL COLOR.
2.5 ALUMINUM WINDOW WITH INSULATED GLASS
FRAME: BLACK. GLASS: VITRO SOLAR GRAY TINT.
2.6 EXTERIOR ANODIZED ALUMINUM DOOR AND FRAME.
COLOR: BLACK.
2.7 INSULATED TRANSLUCENT WALL PANEL WITH
BLACK COATED FRAME. KALWALL CRYSTAL -
INTERIOR AND WHITE - EXTERIOR. SEE SHEET A-622
2.8 INSULATED OVERHEAD COILING DOOR COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.9 PREFINISHED SHEET METAL EXPANSION JOINT
COVER. COLOR BEST MATCH TO ADJACENT WALL.
2.10 MP-1 - CONCEALED FASTENER, FLUSH INSULATED
METAL PANEL, 2-INCH THICK, COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.11 MP-3 - CONCEALED FASTENER NON INSULATED
METAL LINER PANEL, 1-1/2-INCH THICK, COLOR:
MANUFACTURER STANDARD BEST MATCH TO
PATRICK AFB CONCH SHELL.
2.12 MP-4 - CORRUGATED EXPOSED FASTENER METAL
PANEL, COLOR: MANUFACTURER STANDARD COLOR
MATCH TO WHITE HANGAR INTERIOR.
2.13 METAL CANOPY SYSTEM. COLOR: MANUFACTURER
STANDARD "DARK RED" COLOR MATCH TO TERRA
COTTA BASE STANDARD.
2.14 EXTERIOR LIGHT FIXTURES, RE: ELECTRICAL
2.15 GUTTER, CONDUCTOR (WHERE REQUIRED) AND
DOWNSPOUT COLOR: BLACK.
2.16 EXTERIOR BUILDING SIGNAGE. TYPICAL, REFER TO
A-700 SERIES DRAWINGS
2.17 MECHANICAL EQUIPMENT, REFER TO MECHANICAL
DRAWINGS
2.18 HOSE BIB, REFER TO MECHANICAL DRAWINGS
2.19 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS
SCALE: 1/8" = 1'-0"A1
WEST ELEVATION - TUG DOOR INSET
SCALE IN FEET
0 4' 8' 16'
SCALE IN FEET
0 4' 8' 16'SCALE: 1/8" = 1'-0"A3
EAST ELEVATON - TUG DOOR INSET
SCALE: 1/8" = 1'-0"C3
WEST ELEVATION (OPTION C)
SCALE: 1/8" = 1'-0"C1
SOUTH ELEVATION - WEST DOOR POCKET INSET (OPTION C)
0 4' 8' 16' 0 4' 8' 16'
C
E R
T
IF
IE
D
F
IN
A L
/0 /2
A
M E
N D
M E
N T
/2 /2
A
M E
N D
M E
N T
/1 /2
W
2Q R
B0
2_
Pl an s-
EXTERIOR FACE
SHOP APPLIED SEALANT
PANEL CLIP &
FASTENER
INTERIOR LINER
HORIZONTAL GIRT
RE: STRUCTURAL DWGS
1/8"
PANEL MODULEPANEL MODULE
CMU PER PLAN
SPRAY AIR / VAPOR
BARRIER ON CMU
AIR SPACE
INSULATED METAL WALL
PANEL (MP-1)
TUBE STEEL
GIRT. PAINTED.
RE: STRUCTURAL
CONT. STEEL PLATE
WELD TO TUBE STEEL
GIRT - PAINTED. RE:
STRUCTURAL
FILL W/ MINERAL
FIBER INSULATION
TOP OF CMU
110'-0"
PEEL & STICK MEMBRANE
AIR BARRIER FROM CMU
TO TUBE STEEL -
OVERALL MIN 2"
SLOTTED DEFLECTION
CONNECTION. RE:
STRUCTURAL
2" 10"
CONT. SEALANT ABOVE
AND BELOW
1"
CONCAVE MEMBRANE
FOR MOVEMENT
CONT. FLEXIBLE
FOAM ROD
7 5/8"
STACK PANEL
JOINT EXTRUSION
W/ WEEP HOLES
AND GASKETS
INSULATED METAL WALL PANEL (MP-1)
GIRT SEE STRUCTURAL
AIR BARRIER /
VAPOR BARRIER
ON SHEATHING.
MYLAR COATED TAPE
CONTINUOUS CLEAT
RIVET
(1 PER BATTEN)
FIELD PAN PANEL
ENDS AS REQUIRED
WEBBED MASTIC AND 3/16"
BULB-TITE (2 PER PANEL, DO
NOT INSTALL INTO BATTEN)
CONT HEAD
WALL FLASHING
PANEL CLIP
STANDING SEAM
METAL ROOF
FOAM AND METAL
CLOSURE
1/2" EXTERIOR
GYPSUM SHEATHING
ON METAL DECKING
R-25 MIN RIGID
INSULATION
ROOFGRIP (2 PER CLIP)
ROOF JOIST
4" x 4" x 16GA
BEARING PLATE
WEBBED MASTIC
AND BULB-TITE
SEE NOTE 1
CONT. METAL FLASHING
1'
CMU
INSULATION RETAINER
ATTACH TO GIRT ONLY
MAINTAIN CONTINUOUS AIR/VAPOR
BARRIER THROUGH JOINT OPENING.
ICE AND WATER BARRIER WRAP
OVER TOP OF CMU BLOCK
SELF ADHERED AIR
BARRIER / VAPOR
BARRIER ON CMU BLOCK
NOTE TURN UP EDGE
OF FLASHING
SET FLASHING IN
BED OF SEALANT
EXPANSION JOINT COVER METAL FLASHING,
PROVIDE MOVEMENT AT RETAINER
4"
VAPOR PERMEABLE ICE
AND WATER BARRIER
OVER INSULATION
2"
1/ 2"
2"
CONT. 3/16" THICK
PLATE. PROVIDE 3/16"
STITCH WELD TO GIRT
AT EXPANSION JOINT
LOCATIONS.
TOP OF MASONRY
+ 31' - 4"
BOTTOM OF DECK
RE: STRUCTURAL
1/2" EXT. GYPSUM
SHEATHING
JOIST BEARING
RE: STRUCTURAL
2'
9 OPP.
SPRAY FOAM
INSULATION WITH
THERMAL BARRIER
3 5/8" 2 3/4" 11 5/8"
1' - 6"
CONT. SEALANT
1'
/4
8" M
IN
FILL JOINT VOID WITH MINERAL
WOOL INSULATION
COLD FORMED STEEL CHANNEL
P A
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P A
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Louisville District
US Army Corps of
Engineers ®
M A
R K
D E
S C
R
IP
T
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N D
A T
E A
P P
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IDENTIFICATION
1 2 3 4 5
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DATE:
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IL
S
SCALE: NTSC2
INSULATED METAL PANEL DETAIL
SCALE IN FEET
0 3" 6" 9"
SCALE: 3" = 1'-0"A2
WALL TRANSITION DETAIL
SCALE IN FEET
0 3" 6" 9"
SCALE: 3" = 1'-0"A4
FLOATING HEAD WALL PAINT ROOM
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Pl an s-
PRE-FINISHED SOFFIT
PANEL MP-3
INSULATED METAL WALL PANEL (MP-1)
1 1/2
SHEET NOTE
SEE
8" MIN
PANEL CLIP
ROOFGRIP (2 PER CLIP)
ROOF STRUCTURE
EAVE FLASHING
RIVET (3 PER PANEL)
EDGE STIFFENER
1/4" SHIM PER FASTENER
WEBBED MASTIC (UNDER CLIP)
FASCIA FLASHING
MYLAR COATED TAPE
NON-CURLING BUTYL SEALANT
(TYPICAL 2 PLACES)
FIELD DRILL 1/2" DIA HOLE INTO
OFFSET LEG AT 36" O.C. TO
ALLOW FOR DRAINAGE
EAVE LINE
CONT. CLIP ANGLE EACH SIDE OF
SOFFIT PANEL
GIRT RE: STRUCTURE
METAL DRIP EDGE
3/8" THICK CONT PLATE WELDED
TO STRUCTURAL BENT PLATE
BENT PLATE WELDED
TO JOIST RE: STRUCT.
EAVE CLOSURE
SELF ADHERED AIR BARRIER / VAPOR
BARRIER EXTEND TO STEEL PLATE
R-20 MIN RIGID INSULATION
1/2" EXTERIOR GYPSUM SHEATHING
OVER METAL DECKING
FLEXIBLE FOAM ROD (CONT). EXTEND
FOAM ROD AND AIR BARRIER AROUND
METAL PANEL PENETRATION
SELF ADHERED MEMBRANE AIR
BARRIER EXTEND TO BENT PLATE
DEFLECTION CONNECTION WITH
12GA GALV. METAL PLATE AND BENT
PLATE WITH BATT INSULATION FILL
CONT. SEALANT
3" 3"
1" M
IN
(3) 1/4" SCREWS AT
EACH BRACKET
1" M
IN
8"1"
8"
SPRAY FOAM INSULATION & AIR BARRIER
1/
8" M
IN
1' - 6"
1/4" x 1 1/2" GALV. GUTTER
STRAP @ 8'-0" O.C. WITH
S.S. FASTENERS.
3-8" x 2" GALV. HURRICANE
GUTTER BRACKET @ 1' - 0"
O.C. MAX. PAINTED.
STAINLESS STEEL
THRU BOLTS AND
WASHERS.
6"
ERECTOR NOTE:
INSULATED METAL WALL PANEL
(MP-1)
GIRT
SEE STRUCTURAL
CONT METAL RIDGE COVER
W/ CONT METAL CLEATS
CONT. GALV. EDGE BENT
PLATE SEE STRUCTURAL
1 1/2
PROVIDE CONT INSULATION
METAL STUD FRAME AND
FILL VOID W/ INSULATION
PANEL CLIP
ROOFGRIP (2 PER CLIP)
STANDING SEAM METAL ROOF
BEARING PLATE PER ROOF
INSTALLER
CONTINUOUS CLEAT
RIVET (1 PER BATTEN)
BULB-TITE
BULB-TITE (2 PER PANEL, DO
NOT INSTALL INTO BATTEN)
FIELD PAN PANEL ENDS
AS REQUIRED
WEBBED MASTIC
PEAK FLASHING (MATCH
TO ROOF FINISH)
MYLAR COATED TAPE
FOAM AND METAL CLOSURE
(GRID LINE TO GIRT LINE
2' - 2"
A
CONT. FLEXIBLE FOAM ROD
SHEET NOTE
SEE
CONT. SEALANT
SELF ADHERED AIR BARRIER
OVER METAL PANEL, STEEL
PLATE AND SHEATHING.
ALLOW MOVEMENT WITH
FLEXIBLE FOAM ROD
R-20 MIN (4 INCH THICK)
RIGID INSULATION
AIR BARRIER / VAPOR BARRIER ON
1/2" GYPSUM EXTERIOR SHEATHING
OVER METAL DECKING
CONT. 3/16" THICK STEEL PLATE.
3/16" STITCH WELD TO GIRT AT
EXPANSION JOINT LOCATIONS
STEEL COLUMN AND FRAMING BEYOND
SEE STRUCTURAL
INSULATED METAL WALL PANEL (MP-1)
GIRT SEE STRUCTURAL
MYLAR COATED TAPE
CONTINUOUS CLEAT
RIVET
(1 PER BATTEN)
FIELD PAN PANEL
ENDS AS REQUIRED
WEBBED MASTIC AND 3/16" BULB-
TITE (2 PER PANEL, DO NOT INSTALL
INTO BATTEN)
CONT HEAD WALL FLASHING
PANEL CLIP
STANDING SEAM METAL ROOF
FOAM AND METAL
CLOSURE
1/2" EXTERIOR GYPSUM
SHEATHING ON METAL DECKING
R-25 MIN RIGID INSULATION
ROOFGRIP (2 PER CLIP)
ROOF JOIST
4" x 4" x 16GA BEARING PLATE
WEBBED MASTIC AND BULB-TITE
SEE NOTE 1
CONT. METAL FLASHING
8" M
IN
CMU
FILL W/ MINERAL WOOL
INSULATION
INSULATION RETAINER
ATTACH TO GIRT ONLY
ICE AND WATER BARRIER WRAP
OVER TOP OF CMU BLOCK
SELF ADHERED AIR BARRIER /
VAPOR BARRIER ON CMU
BLOCK
NOTE TURN UP EDGE OF
FLASHING
SET FLASHING IN BED
OF SEALANT
EXPANSION JOINT COVER
METAL FLASHING, PROVIDE
MOVEMENT AT RETAINER
DIMENSIONS AT ROOF PANEL OVERHANG AND OPEN
SPACE AT ROOF PEAK SHALL BE DETERMINED BY ROOF
SUBCONTRACTOR / ROOF PANEL MANUFACTURER TO
ALLOW FOR THERMAL MOVEMENT WITH IN GUTTER
AND VOID SPACE INSIDE OF FLASHING RESPECTIVELY.
4"
VAPOR PERMEABLE ICE AND WATER
BARRIER OVER INSULATION
2"
1/ 2"
2"
CONT. 3/16" THICK STEEL PLATE.
3/16" STITCH WELD TO GIRT AT
EXPANSION JOINT LOCATIONS
TOP OF MASONRY
RE: STRUCTURAL
BOTTOM OF DECK
RE: STRUCTURAL
1/2" EXT. GYPSUM
SHEATHING JOIST BEARING
RE: STRUCTURAL
2'
9 OPP.
SPRAY FOAM FINISH
WIL THERMAL BARRIER
/4
SELF-ADHERED AIR
BARRIER/VAPOR BARRIER
3 5/8" 2 3/4" 11 5/8"
1' - 6"
MAINTAIN CONTINUOUS AIR/VAPOR
BARRIER THROUGH JOINT OPENING.
FILL JOINT VOID WITH MINERAL
WOOL INSULATION
SHEET NOTE:
COLD FORMED STEEL CHANNEL
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SCALE: 3" = 1'-0"B1
SECTION DETAIL AT HANGAR EAVE
SCALE: 3" = 1'-0"A1
SECTION DETAIL AT HANGAR PEAK
SCALE IN FEET
0 3" 6" 9"
SCALE IN FEET
0 3" 6" 9"
SCALE IN FEET
0 3" 6" 9"
SCALE: 3" = 1'-0"A4
FLOATING HEAD WALL TYPICAL SHOPS
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CONTINUOUS
HOLD-DOWN CLEAT
PREFINISHED
GABLE FLASHING
HAT SHAPED
SUBGIRT
FASTENER - TYP
PANEL CLIP
BEARING PLATE
1/4" CONT BENT PLATE
RE: STRUCTURAL
CONTINUOUS
METAL CLEAT
CONTINUOUS
SEALANT
BULB-TITEROOF PANELS OVER
RIGID INSULATION
1/2" EXTERIOR
SHEATHING
GALV. STL DECKING
INSULATED METAL
WALL PANEL (MP-1)
AIR/ VAPOR
BARRIER
FILL DECK FLUTES WITH
LOOSE BATT INSULATION
SELF-ADHERING FLEXIBLE
MEMBRANE WRAP OVER
MTL CLOSURE
1'
SELF-ADHERED
AIR/VAPOR BARRIER
1/2" EXT GYPSUM SHEATHING
GIRT
COLD FORMED STEEL
CHANNEL AND FRAMING
CONTINUOUS
HOLD-DOWN CLEAT
GABLE FLASHING
HAT SHAPED
SUBGIRT
FASTENER - TYP
PANEL CLIP
BEARING PLATE
1/4" CONT BENT PLATE
RE: STRUCTURAL
CMU
CONTINUOUS
METAL CLEAT
CONTINUOUS
SEALANT
BULB-TITE
ROOF PANELS OVER
RIGID INSULATION
1/2" GYPSUM
SHEATHING
GALV. STL DECKING
NON-INSULATED METAL
LINER PANEL (MP-3)
Z- CHANNEL FRAMING BY
COLD FORM FRAME
SUPPLIERAIR/ VAPOR
BARRIER
2" (R-10 MIN) RIGID
INSULATION
FILL DECK FLUTES WITH
LOOSE BATT INSULATION
SELF-ADHERING FLEXIBLE
MEMBRANE WRAP OVER
MTL CLOSURE
Z-CHANNEL FRAMING
BETWEEN INSULATION
2"
7/8"
THICKNESS
PANEL
1'
SLOPED CONCRETE BOND
BEAM. RE: STRUCTURAL
AIR/VAPOR BARRIER
1/2" EXT GYPSUM SHEATHING
PRE-FINISHED
SOFFIT PANEL MP-3
NON INSULATED METAL LINER
PANEL (MP-3)
RE: A-130 FOR
ROOF SLOPES
PANEL CLIP
ROOFGRIP (2 PER CLIP)
ROOF STRUCTURE
EAVE FLASHING
RIVET (3 PER PANEL)
EDGE STIFFENER
1/4" SHIM PER FASTENER
WEBBED MASTIC (UNDER CLIP)
FASCIA FLASHING
MYLAR COATED TAPE
NON-CURLING BUTYL SEALANT
(TYPICAL 2 PLACES) FIELD DRILL 1/2" DIA HOLE INTO
OFFSET LEG AT 36" O.C. TO ALLOW
FOR DRAINAGE.
EAVE LINE
CONT. CLIP ANGLE EACH SIDE OF
SOFFIT PANEL
CMU PER PLAN
METAL DRIP EDGE
3/8" THICK CONT PLATE WELDED
TO STRUCTURAL BENT PLATE
BENT PLATE WELDED
TO JOIST RE: STRUCT.
EAVE CLOSURE
SELF ADHERED AIR BARRIER / VAPOR
BARRIER EXTEND TO STEEL PLATE
R-25 MIN RIGID INSULATION
1/2" EXTERIOR GYPSUM SHEATHING
OVER METAL DECKING
FLEXIBLE FOAM ROD (CONT). EXTEND
FOAM ROD AND AIR BARRIER AROUND
METAL PANEL PENETRATION
SELF ADHERED MEMBRANE AIR
BARRIER EXTEND TO BENT PLATE
DEFLECTION CONNECTION WITH
12GA GALV. METAL PLATE AND BENT
PLATE WITH BATT INSULATION FILL
CONT. SEALANT
1/4" x 1 1/2" GALV. GUTTER
HURRICANE STRAP @ 8'-0"
O.C. WITH S.S. FASTENERS.
3/8" x 2" GALV. GUTTER
BRACKET @ 1' - 0" O.C.
MAX. PAINTED.
(3) 1/4" SCREWS
AT EACH BRACKET
1" M
IN
SPRAY FOAM INSULATION
& AIR BARRIER
" 8"
6"
1" 8"
1" M
IN
3" 3"
SHEET NOTE
SEE
8" M
IN.
DIMENSIONS AT ROOF PANEL OVERHANG AND OPEN
SPACE AT ROOF PEAK SHALL BE DETERMINED BY
ROOF SUBCONTRACTOR / ROOF PANEL
MANUFACTURER TO ALLOW FOR THERMAL MOVEMENT
WITH IN GUTTER AND VOID SPACE INSIDE OF FLASHING
RESPECTIVELY.
STAINLESS STEEL
THRU BOLTS AND
WASHERS.
SHEET NOTE:
ERECTOR NOTE:
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SCALE: 3" = 1'-0"A4
GABLE DETAIL (HANGAR)
SCALE IN FEET
0 3" 6" 9"
SCALE IN FEET
0 3" 6" 9"
SCALE: 3" = 1'-0"C4
GABLE DETAIL (SHOPS)
SCALE IN FEET
0 3" 6" 9"
SCALE: 3" = 1'-0"B1
SECTION DETAIL AT TYPICAL SHOP EAVE
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NL
SL
A
SCHEDULE
DOOR PER A
B
S C
H E
D U
LE
D O
O R
P E
R D
O O
R P
E R
S C
H E
D U
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SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U
LE
A D
B C
SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U
LE
SCHEDULE
DOOR PER
D
A
E C
B
A
OH
D O
O R
P E
R S
C H
E D
U
LE
DOOR PER SCHEDULE
F
C S
C H
E D
U
LE
D O
O R
P E
R B
A 1' - 6"
A
A
SCHEDULE
DOOR PER
#3
TYPE 1 GLAZING AT FIRE-RATED DOORS
TYPE 3 GLAZING AT EXTERIOR DOORS
GENERAL NOTES -
DOOR AND DOOR FRAME:
1.
2.
3.
4.
5.
# ON DOOR ELEVATION REPRESENTS GLASS PANEL ON DOOR.
ALL HM DOORS AND DOOR FRAMES ARE GALVANIZED.
ALL OH DOORS ARE INSULATED.
NL, NL-1 AND NL-IN TYPE DOORS USE TYPE-2 GLASS. USE TYPE-1 GLASS IN FIRE-RATED
DOORS OF SAME TYPES.
ALL EXTERIOR DOORS TO BE ALUMINUM DOORS AND FRAMES. REFER TO STRUCTURAL
DRAWINGS AND SPECIFICATIONS FOR DESIGN REQUIREMENTS.
DOOR REMARKS:
1.
2.
3.
4.
5.
6.
7.
8.
PERSONNEL DOOR IN THE SLIDING HANGAR DOOR. COORDINATE
DOOR SIZE AND ROUGH OPENING WITH HANGAR DOOR SUPPLIER.
REFER TO SPECS FOR DOOR, FRAME AND HARDWARE.
DOOR SHALL BE PREPPED TO RECEIVE SECURITY ACCESS CONTROL
BY OTHERS.
EXIT ONLY DOOR.
DOOR BY AIR SHOWER BOOTH SUPPLIER. RE: SPEC 23.00.00.
OPTION B - DOORS IN THIS SCHEDULE ARE ASSOCIATED WITH BID
OPTION 'B'. NOTE THAT THIS OPTION MAY AFFECT DOORS IN THE
BASE BID. COORDINATE WITH FLOOR PLAN.
OPTION C - DOORS IN THIS SCHEDULE ARE ASSOCIATED WITH BID
OPTION 'C'. NOTE THAT THIS OPTION MAY AFFECT DOORS IN THE
BASE BID. COORDINATE WITH FLOOR PLAN.
OPTION A - DOORS IN THIS SCHEDULE ARE ASSOCIATED WITH BID
OPTION 'A'. NOTE THAT THIS OPTION MAY AFFECT DOORS IN THE
BASE BID. COORDINATE WITH FLOOR PLAN.
8" CMU ONLY AT THIS WALL
GLASS TYPES:
REFERENCE SPECIFICATION FOR
GLASS TYPES
1 TYPE-1 FIRE/SAFETY GLASS (45 MIN.)
2 TYPE-2 CLEAR LAMINATED GLASS
3 TYPE-3 TINTED / INSULATED & SAFETY GLASS
5 TYPE-5 CLEAR / SAFETY GLASS
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Louisville District
US Army Corps of
Engineers ®
M A
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D E
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DOOR SCHEDULE - BASE BID
DOOR
NUMBER
DOOR FRAME
ASSEMBLY
RATING STC
DETAIL
HARDWARE
SET REMARKS
SIZE
TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL
PAIR
DOOR WIDTH HEIGHT
GROUND FLOOR
101A - 3' - 0" 7' - 0" NL-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 2.1
101C - 3' - 0" 7' - 0" F-IN AL FF-1 1.1 AL FF-1 - - PER MANUF. PER MANUF. PER MANUF. 4.0 1
101D - 3' - 0" 7' - 0" F-IN AL FF-1 1.1 AL FF-1 - - PER MANUF. PER MANUF. PER MANUF. 4.0 1
101F - 3' - 0" 7' - 0" NL-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 2.1
101G - 16' - 0" 17' - 0" OH-IN STL FF-1 0 STL PE-5 - - C3 / A-605 A3 / A-605 C4 / A-605 28.0
101H - 3' - 0" 7' - 0" NL-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 2.1
103B - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 18.0
104 PR. 3' - 6" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 20.0
105A - 3' - 0" 7' - 0" NL-IN AL FF-1 1.2 AL FF-1 _ - C1 / A-604 B1 / A-604 A1 / A-604 2.0
105B - 8' - 0" 10' - 0" OH-IN STL FF-1 0 STL PA-4 _ - C2 / A-604 B2 / A-604 A2 / A-604 28.0
105C - 3' - 0" 7' - 0" NL-IN HM PA-4 1.2 HM PA-4 45 MIN - C3 / A-603 B3 / A-603 A3 / A-603 12.0
105D - 8' - 0" 10' - 0" OH-FR STL FF-1 0 STL PA-4 45 MIN - C4 / A-604 B4 / A-604 A4 / A-604 28.0
105E PR. 3' - 0" 7' - 0" NL-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 5.0
106A - 3' - 0" 7' - 0" F MAN FF-1 1.1 MAN FF-1 - - -- -- -- 26.0 4
106B - 3' - 0" 7' - 0" F MAN FF-1 1.1 MAN FF-1 - - -- -- -- 26.0 4
108A - 3' - 0" 7' - 0" F MAN FF-1 1.1 MAN FF-1 - - -- -- -- 26.0 4
108B - 3' - 0" 7' - 0" F MAN FF-1 1.1 MAN FF-1 - - -- -- -- 26.0 4
109 - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 27.0
110 - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 27.0
111 - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 21.0
112 - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 25.0
113A - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 23.0
113B - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 23.0
114A - 3' - 0" 7' - 0" NL-1 HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 22.0
114B - 3' - 0" 7' - 0" NL-1 HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 21.0
114C - 3' - 0" 7' - 0" NL-IN HM PA-4 1.2 HM PA-4 45 MIN - C3 / A-603 B3 / A-603 A3 / A-603 14.0
115 - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 17.0
116A - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 24.0
116B - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 24.0
117 - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 25.0
118 - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 21.0
119A - 3' - 0" 7' - 0" NL-IN HM PA-4 1.2 HM PA-4 45 MIN - C3 / A-603 B3 / A-603 A3 / A-603 13.0
119B - 8' - 0" 10' - 0" OH-FR STL FF-1 0 STL PA-4 45 MIN - C4 / A-604 B4 / A-604 A4 / A-604 28.0
119C PR. 3' - 0" 7' - 0" NL-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 5.0
120 PR. 3' - 0" 7' - 0" F-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 6.0
121 PR. 3' - 0" 7' - 0" F-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 6.0
122 PR. 3' - 0" 7' - 0" F-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 6.0
123 - 3' - 0" 7' - 0" F-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 7.0 2
124 - 3' - 0" 7' - 0" F-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 8.0
125A - 8' - 0" 10' - 0" OH-FR STL FF-1 0 STL PA-4 45 MIN - C4 / A-604 B4 / A-604 A4 / A-604 28.0
125B PR. 3' - 0" 7' - 0" NL-IN HM PA-4 1.2 HM PA-4 45 MIN - C3 / A-603 B3 / A-603 A3 / A-603 10.0
125D - 3' - 0" 7' - 0" F-IN AL FF-1 1.2 AL FF-1 - - C1 / A-604 B1 / A-604 A1 / A-604 3.0
126A - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 16.0
126B - 3' - 0" 7' - 0" F-IN HM PA-4 1.2 HM PA-4 45 MIN - C3 / A-603 B3 / A-603 A3 / A-603 13.0
138A - 3' - 0" 7' - 0" NL-IN HM PA-4 1.2 HM PA-4 45 MIN - C3 / A-603 B3 / A-603 A3 / A-603 11.0
138C - 3' - 0" 7' - 2" SL-IN AL FF-1 3.1 AL FF-1 - - C1 / A-604 B1 / A-604 B4 / A-605 1.0
139A - 3' - 0" 7' - 0" F HM PA-4 1.2 HM PA-4 - - C1 / A-603 B1 / A-603 A1 / A-603 16.0
139B - 8' - 0" 10' - 0" OH-FR STL FF-1 0 STL PA-4 45 MIN - C4 / A-604 B4 / A-604 A4 / A-604 28.0
139C - 3' - 0" 7' - 0" NL-IN HM PA-4 1.2 HM PA-4 45 MIN - C3 / A-603 B3 / A-603 A3 / A-603 15.0
139D - 3' - 0" 7' - 0" NL-IN AL FF-1 1.2 AL FF-1 _ - C1 / A-604 B1 / A-604 A1 / A-604 3.0
139E - 8' - 0" 10' - 0" OH-IN STL FF-1 0 STL PA-4 - - C2 / A-604 B2 / A-604 A2 / A-604 28.0
DOOR AND FRAME LEGEND
FINISH
FF-1* FACTORY FINISHED
PA-X NON-EPOXY
PE-X** PAINT-EPOXY
MATERIAL
AL ALUMINUM
HM HOLLOW METAL
STL STEEL
SIZE
- SINGLE DOOR
PR PAIR OF DOORS
UPR UNEQUAL PAIR
(DOOR FRAME)
TYPE A B
1.1 2" 2"
1.2 2" 4"
(FLUSH PANEL)
TYPE DESCRIPTION
F-IN FLUSH PANEL INSULATED
F FLUSH PANEL
(NARROW LIGHT)
TYPE DESCRIPTION A B C D #
NL NARROW LITE 6" 43" 24" 4" 5
NL-1 NARROW LITE 6" 43" 24" 4" 5
NL-IN NARROW LITE INSULATED 6" 43" 24" 4" 1
NL-IN NARROW LITE INSULATED 6" 43" 24" 4" 3
(SPLIT LITE)
TYPE DESCRIPTION A B C D E #
SL-IN SPLIT LITE INSULATED 6" 10" 66" 8" 6" 1
SL-IN SPLIT LITE INSULATED 6" 10" 68" 8" 6" 3
(OVERHEAD)
TYPE DESCRIPTION
OH-FR COILING DOOR - FIRE RATED
OH-IN COILING DOOR - INSULATED
(FRAME WITH SIDELITE)
TYPE A B C E #
3.1 2" 2" 4" 18"
* REFERENCE DOOR OR FRAME SPECIFICATION.
**FIELD APPLY PER PAINT SPECIFICATION FOR
APPLICABLE SUBSTRATE AND EXPOSURE.
C
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/1…
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