B401 Base Bldg A6.20 Window Schedule & Details.pdf

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Attached to
B401 Tenant Buildout
Solicitation number
70FA5026Q00000002
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About this file

This document is an architectural detail sheet for louver and window specifications for Building 401 at Mount Weather Emergency Operations Center in Mount Weather, Virginia. The sheet provides a comprehensive window and louver schedule with four units (L1, W1, W2, and W3) featuring specific dimensions, frame details, and finishing specifications. L1 is a louver measuring 4'-7" wide by 2'-9" high with aluminum framing. W1 is an aluminum window 6'-0" wide by 8'-0" high. W2 is an aluminum window 2'-6" wide by 8'-0" high. W3 is an aluminum window 2'-4" wide by 5'-0" high. All units reference specific detail sheets for head, jamb, and sill conditions.

The document includes twelve detailed construction drawings showing installation methods for window and louver units in both masonry and stud wall conditions. Each detail illustrates proper flashing, insulation, sealants, and structural support requirements. Common materials specified across details include 2-inch rigid insulation (INSUL-3A), 3.5-inch and 6-inch batt insulation (INSUL-4A), galvanized steel lintels, through-wall flashing with vertical weeps at 24-inch centers, drywall with foil backing, metal studs and furring strips, face brick, and various sealant types (JT-2 and JT-5) with backer rods. The sheet is marked as IFC Submission dated July 28, 2020, for project number 2019427.00, work order 738785, and sheet 9 of 136, classified as UNCLASSIFIED/FOR OFFICIAL USE ONLY.

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Text version

W1 W2 W3 L1

16' - 0"

GALV. STL LINTEL

ASSEMBLY(SEE STRUCTURAL)

2" RIGID INSULATION (INSUL-3A)

BOND BEAM - SEE STRUCTURAL

MORTAR CONTROL

FILLER MATERIAL

BRICK SOLDIER COURSE

(WHERE OCCURS - SEE

ELEVATIONS)

SEALANT (JT-2) AND BACKER

ROD

VERTICAL WEEP @ 24" O.C.

HORIZONTALLY

THROUGH WALL FLASHING

FACE BRICK, SEE

ELEVATIONS

(AB-1)

1' - 7"

SEALANT (JT-5) AND BACKER

ROD

2HR RATED ASSEMBLY

UL DESIGN K506 - SEE

DETAIL 6/A5.05

EQ EQ EQ

SEALANT (JT-2) AND

BACKER ROD

2" RIGID INSULATION (INSUL-3A)

SSM-1 SILL

CASTSTONE

CONCRETE SILL, PCC-1

THROUGH WALL FLASHING

8" CMU

FACE BRICK - SEE

ELEVATIONS

5/8" GWB

7/8" MTL FURRING STRIPS @ 24"

O.C.

0' - 0 1/2"

(AB-1)

WD BLOCKING ANCHOR TO

CMU WALL W/ 1/2" EXPANSION

BOLTS @ 24" O.C.

SEALANT (JT-5) AND

BACKER ROD

VERTICAL WEEP @ 24" O.C.

HORIZONTALLY

3 1/2" BATT INUSLATION (INSUL-4A)

1' - 7"

SEALANT (JT-2) AND BACKER ROD

2" RIGID INSULATION (INSUL-3A)

SSM-1 SILL BELOW

8" CMU

FACE BRICK (BRK-1)

5/8" GWB

3 1/2" BATT INSULATION

(INSUL-4A)

(AB-1)

THROUGH WALL FLASHING

EDGE OF CASTSTONE

CONCRETE SILL, PCC-1

(BELOW)

SEALANT (JT-5) AND BACKER ROD

3 5/8" METAL WALL STUD @ 16"

O.C.

PT WD BLOCKING

GALV. STL LINTEL ASSEMBLY (SEE

STRUCTURAL)

2" RIGID INSULATION (INSUL-3A)

5/8" GLASS MAT SHEATHING

6" COLD-FORMED MTL BOX BEAM,

(2) NO. 8 SCREWS @ 24" O.C. PER

FLANGE

MORTAR CONTROL FILLER

MATERIAL

6" BATT INSULATION (INSUL-4A)

ROLLER SHADE

BRICK SOLDIER COURSE

VERTICAL WEEP @ 24" O.C.

HORIZONTALLY

THROUGH WALL FLASHING

(AB-1)

(1) LAYER GWB

(1) LAYER 5/8" FOIL BACKED

GWB (FOIL INTERIOR SIDE)

16GA 6" MTL STUD @ 16" O.C.

FACE BRICK, SEE ELEVATIONS

WOOD BLOCKING

COUNTER FLASHING

SEALANT (JT-2) AND BACKER ROD

SEALANT (JT-5) AND BACKER ROD

1' - 6" 0' - 2"

FIN. CLNG. SEE RCP

FACE OF MASONRY BEYOND

SEALANT (JT-5) AND BACKER ROD

AB-1

2" RIGID INSULATION (INSUL-3A)

SSM-1 SILL BELOW

FACE BRICK (BRK-1)

5/8" GLASS MAT

SHEATHING

6" BATT INSULATION

(INSUL-4A)

(1) LAYER GWB

(1) LAYER 5/8" FOIL BACKED

GWB (FOIL INTERIOR SIDE)

16GA 6" MTL STUD @ 16" O.C.

THROUGH WALL FLASHING

EDGE OF CASTSTONE

CONCRETE SILL, PCC-1

(BELOW)

SEALANT (JT-2) AND BACKER ROD

SEALANT (JT-5) AND BACKER ROD

2" RIGID INSULATION (INSUL-3A)

6" COLD-FORMED MTL

FRAMING BOX BEAM

(INSUL-4A): 6"

BLOCKING AS REQ'D

SSM-1 SILL

CASTSTONE

CONCRETE SILL, PCC-1

THROUGH WALL FLASHING

AB-1

5/8" GLASS MAT SHEATHING

(1) LAYER GWB

(1) LAYER 5/8" FOIL BACKED

GWB (FOIL INTERIOR SIDE)

16GA 6" MTL STUD @ 16"

O.C.

0' - 0 1/2"

SEALANT (JT-2) AND BACKER ROD

VERTICAL WEEP @ 24" O.C.

HORIZONTALLY

0' - 2 1/2" 0' - 6 1/2" 0' - 2 1/2"

0' - 0 1/2"

1' - 6"

20GA 2 1/2" MTL STUD @ 16"

O.C.

MORTAR WASH @ TOP OF

PROJECTED BRICKS

A5.04 A5.05

GALV. STL LINTEL

ASSEMBLY(SEE STRUCTURAL)

2" RIGID INSULATION (INSUL-3A)

BOND BEAM - SEE STRUCTURAL

MORTAR CONTROL FILLER

MATERIAL

8" CMU

5/8" GWB

SEALANT (JT-2) AND BACKER

ROD

VERTICAL WEEP @ 24" O.C.

HORIZONTALLY

THROUGH WALL FLEXIBLE

FLASHING

FACE BRICK, SEE ELEVATIONS

7/8" MTL FURRING STRIPS

@ 24" O.C.

(AB-1)

1' - 6" 0' - 1"

SEALANT (JT-5) AND BACKER

ROD

HORIZONTAL MASONRY

REINFORCING (LADDER TYPE) @ 16"

O.C.

FACE OF MASONRY BEYOND

GALV. STL LINTEL

ASSEMBLY(SEE STRUCTURAL)

2" RIGID INSULATION (INSUL-3A)

5/8" GLASS MAT SHEATHING

6" COLD-FORMED MTL BOX BEAM, (2)

NO. 8 SCREWS @ 24" O.C. PER FLANGE

MORTAR CONTROL FILLER

MATERIAL

6" BATT INSULATION (INSUL-4A)

FRT WOOD BLOCKING

VERTICAL WEEP @ 24" O.C.

HORIZONTALLY

THROUGH WALL FLASHING

AB-1

(1) LAYER GWB

(1) LAYER 5/8" FOIL BACKED

GWB (FOIL INTERIOR SIDE)

16GA 6" MTL STUD @ 16" O.C.

FACE BRICK; SEE ELEVATIONS

ROLLER SHADE

COUNTER FLASHING

SEALANT (JT-2) AND BACKER ROD

SEALANT (JT-5) AND BACKER ROD

1' - 5" 0' - 1"

FIN. CLNG. SEE RCP

FACE OF MASONRY BEYOND

/8

0' - 11 5/8"

1' - 0 3/8"

SEALANT (JT-5) AND BACKER

ROD

AB-1

2" RIGID INSULATION (INSUL-3A)

SSM-1 SILL BELOW

EDGE OF CASTSTONE

CONCRETE SILL BELOW

FACE BRICK; SEE ELEVATIONS

5/8" GLASS MAT

SHEATHING

3-1/2" BATT INSULATION

(INSUL-4A)

(1) LAYER GWB

(1) LAYER 5/8" FOIL BACKED

GWB (FOIL INTERIOR SIDE)

(4) 16GA 3-5/8" MTL STUDS,

PAIRED @ ENDS

THROUGH WALL FLASHING

SEALANT (JT-2) AND BACKER ROD

AB-1

(INSUL-3A): 2"

FACE BRICK SEE

ELEVATIONS

5/8" GLASS MAT

SHEATHING

6" BATT INSULATION

(INSUL-4A)

16GA 6" MTL

STUD @ 16"

O.C.

THROUGH FLEXIBLE

WALL FLASHING

EDGE OF CASTSTONE

CONCRETE SILL BELOW

SEALANT (JT-2) AND

BACKER ROD

END DAM

/2

SEALANT (JT-5) AND

BACKER ROD

2" RIGID INSULATION

(INSUL-3A)

6" COLD-FORMED MTL BOX

BEAM, (2) NO. 8 SCREWS @

24" O.C. PER FLANGE

(INSUL-4A): 6"

BLOCKING AS REQ'D

SSM-1 SILL

CASTSTONE

CONCRETE SILL,

PCC-2

THROUGH WALL

FLEXIBLE FLASHING

AB-1

5/8" GLASS MAT

SHEATHING

(1) LAYER GWB

(1) LAYER 5/8" FOIL BACKED

GWB (FOIL INTERIOR SIDE)

16GA 6" MTL STUD

@ 16" O.C.

0' - 0 1/2"

SEALANT (JT-2) AND

BACKER ROD

VERTICAL WEEP @

24" O.C.

HORIZONTALLY

1' - 5" 0' - 1"

20GA 2 1/2" MTL

STUD @ 16" O.C.

FACE OF MASONRY

BEYOND

SEALANT (JT-2) AND

BACKER ROD

2" RIGID INSULATION

(INSUL-3A)

SSM-1 SILL

CASTSTONE

CONCRETE SILL,

PCC-2

THROUGH WALL

FLEXIBLE FLASHING

8" CMU

FACE BRICK, SEE

ELEVATIONS

5/8" GWB

7/8" MTL FURRING

STRIPS @ 24" O.C.

(AB-1)

WD BLOCKING ANCHOR

TO CMU WALL W/ 1/2"

EXPANSION BOLTS @

24" O.C.

SEALANT (JT-5) AND

BACKER ROD

VERTICAL WEEP @ 24"

O.C. HORIZONTALLY

1' - 6" 0' - 1"

0' - 0 1/2"

FACE OF MASONRY

BEYOND

PROJECT NO:

DESIGNED BY:

DRAWN BY:

APPROVED BY:

EPS NO:

SHEET

WORK ORDER NO:

OF

M O

U N

T W

E A

T H

E R

E M

E R

G E

N C

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P E

R A

T

IO

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C E

N T

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M O

U N

T W

E A

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, V

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IN

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-2

SHEET TITLE:

IS

S

U E

B

LO

C K

UNCLASSIFIED / FOR OFFICIAL USE ONLY

UNCLASSIFIED / FOR OFFICIAL USE ONLY

CHECKED BY:

A6.20

LOUVER/ WINDOW SCHEDULE

AND DETAILS

CLP

CSM

CSM

2019427.00

738785

BUILDING 401

B U

IL

D

IN

G

GRK

IFC

SUBMISSION

07/28/20

VV

UNIT DIMENSION FRAME DETAIL

REMARKSWIDTH HEIGHT FINISH HEAD JAMB SILL

L1 4' - 7" 2' - 9" 2/A5.41 2/A6.21 3/A6.21 PROVIDE BLANK OFF PANEL FOR

UNUSED PORTION OF LOUVER

W1 6' - 0" 8' - 0" 2, 5, 9, 12 / A6.20 ALUMINUM WINDOW

W2 2' - 6" 8' - 0" 2, 5, 9, 12 / A6.20 ALUMINUM WINDOW

W3 2' - 4" 5' - 0" 3/A5.42 12/A6.20 4/A5.42 ALUMINUM WINDOW

3" = 1'-0"A6.20A3.10

DETAIL @ WINDOW HEAD-

MASONRY WALL1

3" = 1'-0"A6.20A4.00

DETAIL @ WINDOW SILL-

MASONRY WALL3

3" = 1'-0"A6.20

DETAIL @ WINDOW JAMB-

MASONRY WALL2

3" = 1'-0"A6.20A3.10

DETAIL @ WINDOW HEAD-

STUD WALL4

3" = 1'-0"A6.20

DETAIL @ WINDOW JAMB-

STUD WALL5

3" = 1'-0"A6.20A3.11

DETAIL @ WINDOW SILL -

STUD WALL6

WINDOW & LOUVER TYPESWINDOW & LOUVER SCHEDULE

3" = 1'-0"A6.20A3.10

DETAIL @ WINDOW HEAD-

MASONRY WALL7

3" = 1'-0"A6.20A3.10

DETAIL @ WINDOW HEAD-

STUD WALL8

3" = 1'-0"A6.20

DETAIL @ WINDOW CENTER JAMB-

STUD WALL9

3" = 1'-0"A6.20

DETAIL @ WINDOW JAMB-

DORMER12

A6.20A6.20

A6.20

3" = 1'-0"A6.20A3.10

DETAIL @ WINDOW SILL-

STUD WALL10

3" = 1'-0"A6.20A3.10

DETAIL @ WINDOW SILL-

MASONRY WALL11

COLOR TO MATCH ROOFING PANELS

COLOR TO MATCH ROOFING PANELS

COLOR TO MATCH ROOFING PANELS

COLOR TO MATCH ROOFING PANELS

16' - 0" 6' - 0"

SEE WALL SECTIONS

SEE WALL SECTIONS

SEE WALL SECTIONS

SEE WALL SECTIONS

A6.20

M A

R K

D A

T E

D E

S C

R

IP

T

IO

N B

Y

File details come from the government source that posted it. Updated .