ATTACHMENT 12 - ME ANG Fuel Cell Hangar_ARCH AMD 07.pdf
PDF 1024 KB Posted
- Solicitation number
- W50S8326BA001
- Issued by
-
Department of the Army National Guard
About this file
These are architectural construction drawings for the Maine Air National Guard Fuel Cell Hangar project located in Bangor, Maine. The drawings consist of detailed window specifications and installation details for the facility.
The documents include: (1) Sheet B-3 (AE514) providing typical window details with eight separate detail drawings showing interior and exterior window head, jamb, and sill configurations at 3" = 1'-0" scale; details for translucent fiberglass wall panel assemblies; and specifications for materials including 5 3/4" hollow metal frames, 8" CMU bond beams with structural reinforcement, 7/8" hat channels at 16" on-center maximum vertical spacing, 5/8" gypsum board, aluminum storefront glazing, brick veneer, fluid-applied membrane air barriers, 4" rigid insulation, steel structural elements, prefinished insulated metal wall panels, backer rod and sealant, and solid surface window sills. (2) Sheet AE602 (Window Schedule) documenting five window types (marks A through E) with specifications including sill heights ranging from 0'-4" to 3'-4", nominal sizes ranging from 4'-0" to 30'-0" in width and 3'-0" to 35'-0" in height, glass materials (rated or IGU configurations), frame details, and total quantities of 16 windows. All details reference corresponding head, jamb, and sill drawing sections. The drawings are dated 07/24/26 (Amendment 077/07) and prepared under project number FKNN159044.
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Text version
BACKER ROD AND
SEALANT
5 3/4" HOLLOW
METAL FRAME
8" CMU BOND BEAM,
RE: STRUCTURAL FOR
REINFORCEMENT
7/8" HAT CHANNEL
AT 16" O.C. MAX
VERTICAL
5/8" GYP BOARD
8" BOND BEAM, RE:
STRUCTURAL FOR
REINFORCEMENT
7/8" HAT CHANNEL AT
16" O.C. MAX VERTICAL
5/8" GYP BOARD
HOLLOW METAL
FRAME
SOLID SURFACE SILL
GYP BOARD JAMB (BEYOND)
PREFINISHED INSULATED
CORE METAL WALL PANEL
PREFINISHED METAL TRIM
TRANSLUCENT FIBERGLASS
PANEL ASSEMBLY HEAD FRAME
TRANSLUCENT FIBERGLASS
PANEL ASSEMBLY
STEEL CHANNEL, RE; STRUCTURAL
STEEL ANGLE, RE: STRUCTURAL
EL. 40'-0"
MECHANICAL
PLATFORM
PREFINISHED METAL TRIM
TRANSLUCENT FIBERGLASS
PANEL ASSEMBLY SILL FRAME
PREFINISHED INSULATED
CORE METAL WALL PANEL
TRANSLUCENT FIBERGLASS
PANEL ASSEMBLY
STEEL CHANNEL, RE:
STRUCTURAL
STEEL ANGLE, RE: STRUCTURAL
SOLID SURFACE WINDOW SILL
HOLLOW METAL FRAME
BACKER ROD AND
SEALANT EACH SIDE
7/8" HAT CHANNNEL
5/8" GYP BOARD
8" CMU, RE: STRUCTURAL
FOR REINFORCEMENT
GLAZING AS
SCHEDULED
TRANSLUCENT FIBERGLASS
PANEL ASSEMBLY FRAME
TRANSLUCENT FIBERGLASS
PANEL ASSEMBLY
PREFINISHED INSULATED
METAL WALL PANEL
STEEL CHANNEL, RE:
STRUCTURAL
N.3
PREFINISHED METAL SILL
PAN FLASHING (BELOW)
ALUMINUM STOREFRONT
GLAZING AS SCHEDULED
BACKER ROD AND SEALANT EACH
SIDE
8" CMU, RE:
STRUCTURAL FOR
REINFORCEMENT
BRICK VENEER RETURN
FLUID APPLIED MEMBRANE AIR
BARRIER
4" RIGID INSULATION
N.3
GLAZING AS SCHEDULED
ALUMINIUM STOREFRONT
8" CMU BOND BEAM,
RE: STRUCTURAL FOR
REINFORCEMENT
FLUID APPLIED MEMBRANE
AIR BARRIER
ROLLER SHADE
BRICK VENEER
STEEL ANGLE, RE:
STRUCTURAL
METAL TRIM
FLASHING
THRU WALL FLASHING
STEEL PLATE, PAINTED
WEEPS
BRICK VENEER RETURN
(BEYOND)
N.3
PREFINISHED METAL TRIM
AND FLASHING SILL
BRICK SOLDIER COURSE,
4" RIGID INSULATION
FLUID APPLIED
MEMBRANE AIR BARRIER
8" CMU BOND BEAM, RE:
STRUCTURAL FOR
REINFORCEMENT
GLAZING AS SCHEDULED
ALUMINIUM STOREFRONT
BRICK VENEER RETURN
(BEYOND)
BRICK TIES SPACED 16"
O.C. MAX VERTICALLY, 24"
O.C. MAX HORIZONTALLY
AT 16" O.C. MAX VERTICAL
SOLID SURFACE
MATERIAL SILL
2" MIN SILL PAN
3" = 1'-0" E2
INTERIOR WINDOW HEAD DETAIL
3" = 1'-0" A2
INTERIOR WINDOW SILL DETAIL
3" = 1'-0" E4
TYPICAL TRANSLUCENT WALL PANEL
HEAD DETAIL
3" = 1'-0" A4
TYPICAL TRANSLUCENT WALL PANEL
SILL DETAIL
PROJ:
DESN:
DRWN:
CHKD:
SHEET: OF
Bar measures 1 inch, otherwise drawing is not to scale
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N B
Y
A
B
C
D
E
F
1 2 3 4 5 6 7
FKNN159044
D.REMY
G.UECKER
S.BLAIR
M E
A N
G F
U E
L C
E L
L H
A N
G A
R
M A
IN
E
A
IR
N A
T
IO
N A
L G
U A
R D
B
A N
G O
R M
E
AE514
T Y
P
IC
A L W
IN
D
O W
D E
T A
IL
S
B-3 SUBMITTAL
/2
/2
A
M E
N D
M E
N T
/2
/2
A
M E
N D
M E
N T
3" = 1'-0" C2
INTERIOR WINDOW JAMB DETAIL
3" = 1'-0"
C4
TRANSLUCENT WALL PANEL JAMB
DETAIL
3" = 1'-0" C6
EXTERIOR WINDOW JAMB DETAIL
3" = 1'-0" E6
EXTERIOR WINDOW HEAD DETAIL
3" = 1'-0" A6
EXTERIOR WINDOW SILL DETAIL
0' 0.5' 1'1 1/2" 3"
0' 0.5' 1'1 1/2" 3"
0' 0.5' 1'1 1/2" 3"
0' 0.5' 1'1 1/2" 3"
0' 0.5' 1'1 1/2" 3"
0' 0.5' 1'1 1/2" 3"
0' 0.5' 1'1 1/2" 3"
0' 0.5' 1'1 1/2" 3"
0' 0.5' 1'1 1/2" 3"
'-0
30'-0"
D
30'-0"
'-0
B
35'-0"
'-0
C
4' -0
6'-0"
A
MARK
WINDOW
SILL
HEIGHT
FRAME
HEAD JAMB SILL
DETAIL
QTY
NOMINAL SIZE
MAT.GLASSW H T
COMMENTS
A
B
3'-4" 1 4'-0" 3'-0"
15'-0"30'-0"
RATED
--40'-0" 6
0'-4"
IM
N/A
WINDOW SCHEDULE
C
D
15'-0"35'-0" --40'-0" 4 0'-4" N/A
30'-0"30'-0" --20'-0" 1 0'-4" N/A
45 MINUTE RATED GLAZING
E 4'-0"6'-0" IGU3'-4" 1 0'-1 5/16" ALUM
E2/AE514 C2/AE514 A2/AE514
E4/AE514 C4/AE514 A4/AE514
E4/AE514 C4/AE514 A4/AE514
E4/AE514 C4/AE514 A4/AE514
E6/AE514 C6/AE514 A6/AE514
6'-0"
4' -0
EQ EQ
E Q
E Q
E
PROJ:
DESN:
DRWN:
CHKD:
SHEET: OF
Bar measures 1 inch, otherwise drawing is not to scale
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N B
Y
A
B
C
D
E
F
1 2 3 4 5 6 7
FKNN159044
D.REMY
G.UECKER
S.BLAIR
M E
A N
G F
U E
L C
E L
L H
A N
G A
R
M A
IN
E
A
IR
N A
T
IO
N A
L G
U A
R D
B
A N
G O
R M
E
AE602
W
IN
D O
W S
C H
E D
U L
E
B-3 SUBMITTAL
/2
/2
A
M E
N D
M E
N T
/2
/2
A
M E
N D
M E
N T
| Sheets |
| AE514 - TYPICAL WINDOW DETAILS |
| AE602 - WINDOW SCHEDULE |
File details come from the government source that posted it. Updated .