W912QR20R0004_Plans_Vol_II_(2of3)-0000.pdf

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Joint Operations Mission and Planning Center (JOMPC), Scott AFB
Solicitation number
W912QR20R0004
Issued by

About this file

This document provides details on a federal solicitation for the Joint Operations Mission and Planning Center (JOMPC) at Scott Air Force Base. The solicitation number is W912QR20R0004 and is being issued by the Department of the Army Corps of Engineers Engineering District Louisville. Interested parties should review the attached solicitation document and previously posted pre-solicitation notice for requirements related to the JOMPC project. The solicitation seeks bids for construction of the JOMPC and appears to include plans and specifications as an attachment, though specific requirements are not outlined here and interested parties are directed to the solicitation documents for full details. The response deadline and award timing are not provided in this summary document.

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Other files

File Type Posted
W912QR20R0004_Plans-0005.pdf PDF
W912QR20R0004_Specs-0005.pdf PDF
JA - SCO (Basis of Design) - JOMPC (Clean).pdf PDF
W912QR20R0004_SID-0004.pdf PDF
JA - District (Monaco - Brand Name)- JOMPC (Clean).pdf PDF
W912QR20R0004_SiteVisitRoster-0004.pdf PDF
JA - District (Water and Sewer Utilities) - JOMPC (Clean).pdf PDF
JA - SCO (HVAC Chillers - Brand Name) - JOMPC (Clean).pdf PDF
W912QR20R0004_Specs-0004.pdf PDF
JA - SCO (HVAC DDC - Brand Name) - JOMPC (Clean).pdf PDF
JA - District (Security Cameras - Brand Name) - JOMPC (Clean).pdf PDF
JA - District (Vindicator - Brand Name) - JOMPC (Clean).pdf PDF
W912QR20R0004_Plans-0004.pdf PDF
W912QR20R0004_Plans-0003.pdf PDF
W912QR20R0004_Specs_FFE-0003.pdf PDF
W912QR20R0004_Plans-0002.pdf PDF
W912QR20R0004_FFE-0002.pdf PDF
W912QR20R0004_Specs-0002.pdf PDF
W912QR20R0004_FFE-0001.pdf PDF
W912QR20R0004_Plans_Vol_II_(1of3)-0000.pdf PDF
W912QR20R0004_Plans_Vol_I_(3of3)-0000.pdf PDF
W912QR20R0004_SPECS_VOL_I-0000.pdf PDF
W912QR20R0004_SID-0000.pdf PDF
W912QR20R0004_Plans_Vol_I_(2of3)-0000.pdf PDF
W912QR20R0004_Plans_Vol_IV-0000.pdf PDF
W912QR20R0004_Plans_Vol_III_(3of3)-0000.pdf PDF
W912QR20R0004_SPECS_VOL_IV-0000.pdf PDF
W912QR20R0004_FFE-0000.pdf PDF
W912QR20R0004_Plans_Vol_V_(1of2)-0000.pdf PDF
W912QR20R0004_Plans_Vol_I_(1of3)-0000.pdf PDF
W912QR20R0004_SPECS_VOL_III-0000.pdf PDF
W912QR20R0004_Plans_Vol_V_(2of2)-0000.pdf PDF
W912QR20R0004_Plans_Vol_II_(3of3)-0000.pdf PDF
W912QR20R0004_Plans_Vol_III_(1of3)-0000.pdf PDF
W912QR20R0004_SPECS_VOL_II-0000.pdf PDF
W912QR20R0004_Plans_Vol_III_(2of3)-0000.pdf PDF
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EUS Army Corps of Engineers ®

9400 WARD PARKWAY

KANSAS CITY, MO 64114

P2 NUMBER: 476084

JOINT OPERATIONS & MISSION PLANNING CENTER (JOMPC)

LOUISVILLE DISTRICT

SCOTT AIR FORCE BASE, ILLINOIS

PROJECT NUMBER: VDYD1055428

VOLUME II (2 OF 3)

ISSUED DATE: MARCH, 2021

CONTROLLED UNCLASSIFIED INFORMATION

CONTROLLED UNCLASSIFIED INFORMATION

08 March 2021

W912QR20R0004

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

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-0

FIRST FLOOR

100' - 0"

SECOND FLOOR

118' - 0"

D1

A-342

A1

A-342

3' /4

3'

3'

3'

3'

3'

3'

3'

3'

3'

3'

3'

3'

ROOF CRICKET

STEEL FRAMING

RE: STRUCTURAL

SUSPENDED

ACOUSTICAL

CEILING PANEL

INSULATED METAL

WALL PANEL

SUSPENDED

LIGHT FIXTURE

RE: ELECTRICAL

SF11

SF09

TOP OF PARAPET

TOP OF CURTAIN WALL

139' - 1 1/4"

INTEGRALLY COLORED

INSULATED ARCHITECTURAL

PRECAST CONCRETE WALL

PANEL WITH THINSET BRICK

SIGNAGE

RE: SIGNAGE

PLACEMENT PLANS

CONCRETE FLOOR

SLAB

RE: STRUCTURAL

ROOF JOIST

RE: STRUCTURAL

INSULATED METAL

WALL PANEL

/4

CONTINUOUS 22 GA PRE-FINISHED

METAL COPING, FINISH TO MATCH

CURTAIN WALL

EPDM MEMBRANE OVER 1/2" FIBERGLASS MAT

GYPSUM SHEATHING, 1 1/2" POLYSTYRENE

INSULATION ON 5/8" FIBERGLASS MAT

GYPSUM SHEATHING, 2 1/2" METAL STUDS

WITH 1/4" SHIM SPACE BETWEEN STUD AND

CURTAIN WALL

EPDM MEMBRANE ON FIBERGLASS MAT

GYPSUM COVERBOARD, 2" POLYSTYRENE

RIGID INSULATION, 4" POLYISOCYANURATE

RIGID INSULATION OVER 5/8" FIBERGLASS

MAT GYPSUM SHEATHING AND METAL

ROOF DECK

A1

A-353

A3

A-353

SIM

1' - 4 1/4"

9.7

B C

INSULATED METAL WALL PANEL

HORIZONTAL MULLION

INTEGRALLY COLORED

INSULATED ARCHITECTURAL

PRECAST CONCRETE WALL

PANEL WITH THINSET BRICK

HORIZONTAL MULLION

INSULATED METAL WALL PANEL

8"1' - 0"

6" 2" 4"

EPDM MEMBRANE OVER 1/2"

FIBERGLASS MAT GYPSUM SHEATHING,

1 1/2" POLYSTYRENE INSULATION ON

5/8" FIBERGLASS MAT GYPSUM

SHEATHING, 2 1/2" METAL STUDS WITH

1/4" SHIM SPACE BETWEEN STUD AND

CURTAIN WALL

EPDM MEMBRANE OVER 1/2"

FIBERGLASS MAT GYPSUM

SHEATHING AND 1 1/2"

POLYSTYRENE INSULATION,

EXTEND UP TO TOP OF

PARAPET WALL

2" DIAMETER CONTINUOUS

BACKER ROD, TYPICAL

CONTINUOUS 22 GA

PRE-FINISHED TRIM

SPRAY FOAM INSULATION

INSIDE STEEL COLUMN

LAP EPDM MEMBRANE 4"

6"

6"F1

A-340

CONTINUOUS SEALANT ON

BACKER ROD

ALUMINUM COVER, THICKNESS

AND COLOR TO MATCH

ALUMINUM STOREFRONT

HSS STEEL REINFORCEMENT AS

REQUIRED FOR CURTAIN WALL SUPPORT

SUBJECT TO DESIGN ANALYSIS FOR

BLAST RESISTANCE. BRACE BACK TO

STRUCTURE AS REQUIRED.

1' /4

3/ 4"

12' - 2 1/4"7 3/4"

1' - 4 1/4"

A7

A-346

SIM.

B C

INSULATED METAL

WALL PANEL

INSULATED METAL WALL PANEL

HORIZONTAL MULLION

5/8" GYPSUM BOARD ON

METAL STUDS, REFER TO

PARTITION TYPE PLANS

INTEGRALLY COLORED INSULATED

ARCHITECTURAL PRECAST CONCRETE

WALL PANEL WITH THINSET BRICK

STEEL COLUMN, REFER

TO STRUCTURAL

STEEL COLUMN, REFER TO

STRUCTURAL

HORIZONTAL MULLION

8"1' - 0"

4"2"5"1"

SPRAY FOAM INSULATION

INSIDE STEEL COLUMN

SPRAY FOAM

5/8" GYPSUM BOARD ON

METAL STUDS W/ FULL

THICKNESS BATT INSULATION

CONTINUOUS SEALANT ON BACKER ROD

ALUMINUM COVER, THICKNESS

AND COLOR TO MATCH

ALUMINUM STOREFRONT

HSS STEEL REINFORCEMENT

AS REQUIRED FOR CURTAIN

WALL SUPPORT SUBJECT TO

DESIGN ANALYSIS FOR BLAST

RESISTANCE. BRACE BACK TO

STRUCTURE AS REQUIRED.

1' /4

3/ 4"

12' - 2 1/4"7 3/4"

1' - 4 1/4"

A7

A-346

ALUMINUM FRAMING NOTES:

ALUMINUM FRAMING DIMENSIONS NOTED ARE MINIMUM SIZES.

FINAL DIMENSIONS AND REQUIREMENTS FOR INTERNAL STEEL

REINFORCEMENT SUBJECT TO DESIGN ANALYSIS FOR BLAST

RESISTANCE.

1.

GENERAL NOTES:

1. REFERENCE SPECIFICATION SECTION 07 81 00 FOR

SPRAY-APPLIED FIRE-RESISTIVE MATERIALS SYSTEMS

ON STEEL STRUCTURE (NOT SHOWN FOR CLARITY ON

ALL WALL SECTIONS AND DETAILS).

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SCALE: 3/8" = 1'-0"

A6

SECTION DETAIL

SCALE: 1" = 1'-0"

D1

SECTION DETAIL

SCALE: 1" = 1'-0"

A1

SECTION DETAIL

0 2' 4' 6'0 1/2' 1' 2'

0 1/2' 1' 2'

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-0

SECOND FLOOR

118' - 0"

D4

A-343

A4

A-343

3' /4

3'

3'

3'

3'

3'

3'

3'

3'

3'

3'

3'

3'

/4

139' - 1 1/4"

TOP OF CURTAIN WALL

ROOF CRICKET

STEEL COLUMN

RE: STRUCTURAL

INSULATED METAL

WALL PANEL

STEEL FRAMING

RE: STRUCTURAL

CONCRETE FLOOR

SLAB

RE: STRUCTURAL

ROOF JOIST

RE: STRUCTURAL

INSULATED METAL

WALL PANEL

STAIR

LANDING

SCHEDULED CEILING

RE: ROOM FINISH

SCHEDULE

GYPSUM BOARD ON

METAL STUD FRAMING

AT UNDERSIDE OF

STAIR LANDINGS AND

STRINGERS

GYPSUM BOARD AND

METAL STUD SOFFIT

CW17 CW18

A1

A-353

A3

A-353

CONTINUOUS 22 GA PRE-FINISHED

METAL COPING, FINISH TO MATCH

CURTAIN WALL

EPDM MEMBRANE OVER 1/2" FIBERGLASS MAT

GYPSUM SHEATHING, 1 1/2" POLYSTYRENE

INSULATION ON 5/8" FIBERGLASS MAT GYPSUM

SHEATHING, 2 1/2" METAL STUDS WITH 1/4" SHIM

SPACE BETWEEN STUD AND CURTAIN WALL

EPDM MEMBRANE ON FIBERGLASS

MAT GYPSUM COVERBOARD, 2"

POLYSTYRENE RIGID INSULATION,

4" POLYISOCYANURATE RIGID

INSULATION OVER 5/8" FIBERGLASS

MAT GYPSUM SHEATHING AND

METAL ROOF DECK

EPDM MEMBRANE OVER 1/2" FIBERGLASS

MAT GYPSUM SHEATHING AND 1 1/2"

POLYSTYRENE INSULATION, EXTEND UP

TO TOP OF PARAPET WALL

1' - 4 1/4"

C7

A-653 SIM

LIGHT FIXTURE

RE: ELECTRICAL

Q R

INSULATED METAL

WALL PANEL

INSULATED METAL

WALL PANEL

HORIZONTAL MULLION

5/8" GYPSUM BOARD ON

METAL STUDS, REFER TO

PARTITION TYPE PLANS

INTEGRALLY COLORED

INSULATED ARCHITECTURAL

PRECAST CONCRETE WALL

PANEL WITH THINSET BRICK

STEEL COLUMN, REFER

TO STRUCTURAL

STEEL COLUMN,

REFER TO

STRUCTURAL

HORIZONTAL

MULLION

1' - 8"

1' - 0"8"

4" 2" 5" 1"

SPRAY FOAM

INSULATION INSIDE

STEEL COLUMN

SPRAY FOAM

CONTINUOUS

SEALANT ON

BACKER ROD

ALUMINUM COVER, THICKNESS

AND COLOR TO MATCH

ALUMINUM STOREFRONT

HSS STEEL REINFORCEMENT AS

REQUIRED FOR CURTAIN WALL SUPPORT

SUBJECT TO DESIGN ANALYSIS FOR

BLAST RESISTANCE. BRACE BACK TO

STRUCTURE AS REQUIRED.

A7

A-346

A4

A-346

1' /1 6"

/1 6"

7 3/4"12' - 2 1/4"

1' - 4 1/4"

Q R

INSULATED METAL

WALL PANEL

HORIZONTAL MULLION

INTEGRALLY COLORED

INSULATED ARCHITECTURAL

PRECAST CONCRETE WALL

PANEL WITH THINSET BRICK

HORIZONTAL MULLION

INSULATED METAL

WALL PANEL

1' - 0"8"

6"2"4"

EPDM MEMBRANE OVER 1/2"

FIBERGLASS MAT GYPSUM

SHEATHING, 1 1/2" POLYSTYRENE

INSULATION ON 5/8" FIBERGLASS MAT

GYPSUM SHEATHING, 2 1/2" METAL

STUDS WITH 1/4" SHIM SPACE

BETWEEN STUD AND CURTAIN WALL

EPDM MEMBRANE OVER 1/2"

FIBERGLASS MAT GYPSUM

SHEATHING AND 1 1/2"

POLYSTYRENE INSULATION,

EXTEND UP TO TOP OF

PARAPET WALL

CONTINUOUS 22 GA

PRE-FINISHED TRIM

SPRAY FOAM

INSULATION

INSIDE STEEL

COLUMN

2" DIAMETER CONTINUOUS

BACKER ROD

6"

6"

LAP EPDM MEMBRANE 4"

F1

A-340

CONTINUOUS

SEALANT ON

BACKER ROD

ALUMINUM COVER,

THICKNESS AND

COLOR TO MATCH

ALUMINUM

STOREFRONT

HSS STEEL REINFORCEMENT AS

REQUIRED FOR CURTAIN WALL

SUPPORT SUBJECT TO DESIGN

ANALYSIS FOR BLAST

RESISTANCE. BRACE BACK TO

STRUCTURE AS REQUIRED.

1' /4

3/ 4"

7 3/4"12' - 2 1/4"

1' - 4 1/4"

A7

A-346 SIM.

10 10.1

F4

A-343

INSULATED METAL WALL PANEL ON

5/8" FIBERGLASS MAT SHEATHING

AND 6" COLD-FORMED METAL

FRAMING @ 16" O.C.6" COLD-FORMED

METAL FRAMING

@ 16" O.C.

5/8" SHEATHING

EPDM MEMBRANE

EXTENDED UP WALL

SLOPED GYPSUM

BOARD AND METAL

STUD CEILING

(STC-50)

ROOF JOIST

RE: STRUCTURAL

ROOF BEAM

RE: STRUCTURAL

5/8" REVEAL,

TYPICAL

EPDM MEMBRANE ON FIBERGLASS

MAT COVERBOARD, 2"

POLYSTYRENE RIGID INSULATION,

4" POLYISOCYANURATE RIGID

INSULATION OVER 5/8" FIBERGLASS

MAT SHEATHING AND METAL ROOF

DECK

5' - 0"9"

PREFINISHED CURVED STEEL STANDING SEAM

ROOFING PANELS OVER ICE AND WATERSHIELD

MEMBRANE AIR BARRIER OVER 2 LAYERS OF 1/4"

GLASS MAT GYPSUM COVERBOARD, 2" OF

POLYSTYRENE INSULATION, 2 LAYERS OF 2"

POLYISOCYANURATE INSULATION (EACH LAYER W/

JOINTS STAGGERED EACH WAY) OVER 5/8" GLASS

MAT GYPSUM BOARD ON METAL DECK.

PRE-FINISHED METAL GUTTER

PRE-FINISHED PERFORATED

METAL SOFFIT PANEL ON

3 5/8" METAL STUDS

PRE-FINISHED METAL

FASCIA PANEL

7"

10"

2" DIAMETER CONTINUOUS

BACKER ROD, TYPICAL

A6

A-354

SIM

CONTINUOUS 12 GA

PLATE FASTENED TO

DECK UNDER STUD

TRACK

6" M

IN

B1

A-356

SIM

10.1

A1

A-343

INSULATED METAL WALL

PANEL ON 5/8" FIBERGLASS

MAT SHEATHING AND 6"

METAL STUDS

6" COLD-FORMED METAL

FRAMING @ 16" O.C.

3/4" SHEATHING

TYPICAL

6' - 3"

3/4" REVEAL

ALUMINUM FRAMING NOTES:

ALUMINUM FRAMING DIMENSIONS NOTED ARE MINIMUM SIZES.

FINAL DIMENSIONS AND REQUIREMENTS FOR INTERNAL STEEL

REINFORCEMENT SUBJECT TO DESIGN ANALYSIS FOR BLAST

RESISTANCE.

1.

GENERAL NOTES:

1. REFERENCE SPECIFICATION SECTION 07 81 00 FOR

SPRAY-APPLIED FIRE-RESISTIVE MATERIALS SYSTEMS

ON STEEL STRUCTURE (NOT SHOWN FOR CLARITY ON

ALL WALL SECTIONS AND DETAILS).

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SCALE: 3/8" = 1'-0"

A8

WALL SECTION

SCALE: 1" = 1'-0"

A4

SECTION DETAIL

SCALE: 1" = 1'-0"

D4

SECTION DETAIL

0 1/2' 1' 2'

0 1/2' 1' 2' 0 2' 4' 6'

SCALE: 1" = 1'-0"

A1

WALL SECTION

SCALE: 1" = 1'-0"

F4

SECTION DETAIL

0 1/2' 1' 2'

0 1/2' 1' 2'

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CONTROLLED UNCLASSIFIED INFORMATION

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

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-0

SECOND FLOOR

118' - 0"

D

T Y P

1'

INSULATED METAL WALL

PANEL ON 5/8" FIBERGLASS

MAT GYPSUM SHEATHING

AND 6" COLD-FORMED

METAL FRAMING AT 16" O.C.

6" METAL COLD-FORMED

METAL FRAMING @ 16" O.C.

5/8" REVEAL, TYPICAL

D7

A-354

1' - 3"

W4

6' /8

W8

GYPSUM BOARD AND

METAL STUD SOFFIT

SLOPED GYPSUM

BOARD AND METAL

STUD CEILING

(STC-50)

SCHEDULED CEILING

RE: ROOM FINISH

SCHEDULE

139' - 0"

142' - 0"

145' - 0"

2' - 1" 1' - 10" 2' - 1"

LIGHT FIXTURE

RE: ELECTRICAL

CENTERLINE OF REVEAL

CENTERLINE OF REVEAL

CENTERLINE OF REVEAL

SLOPED GYPSUM

BOARD AND METAL

STUD SOFFIT

SILL ELEVATION

ACCESS FLOOR

SYSTEM

CONCRETE SUB-FLOOR

ON METAL DECK

RE: STRUCTURAL

ACCESS FLOOR

PEDESTAL

7'

2'

EPDM MEMBRANE

EXTENDED UP WALL

A6

A-354

ROOF TRUSS

RE: STRUCTURAL

CLERESTORY

WINDOW

EPDM MEMBRANE ON FIBERGLASS

MAT GYPSUM COVERBOARD, 2"

POLYSTYRENE RIGID INSULATION,

4" POLYISOCYANURATE RIGID

INSULATION OVER 5/8" FIBERGLASS

MAT GYPSUM SHEATHING AND

METAL ROOF DECK

PREFINISHED CURVED STEEL STANDING

SEAM ROOFING PANELS OVER ICE AND

WATERSHIELD OVER 2 LAYERS OF 1/4"

GLASS MAT GYPSUM COVERBOARD, 2" OF

POLYSTYRENE INSULATION, 2 LAYERS OF

2" POLYISOCYANURATE INSULATION

(EACH LAYER W/ JOINTS STAGGERED

EACH WAY) OVER 5/8" GLASS MAT

GYPSUM BOARD ON METAL DECK.

2" DIAMETER CONTINUOUS

BACKER ROD, TYPICAL

6" M

IN

SECOND FLOOR

118' - 0"

D

2' - 1" 3' - 11"

7'

2'

W8

145' - 0"

142' - 0"

139' - 0"

CENTERLINE OF REVEAL

CENTERLINE OF REVEAL

CENTERLINE OF REVEAL

INSULATED METAL WALL

PANEL ON 5/8" FIBERGLASS

MAT SHEATHING AND 6"

COLD-FORMED METAL

FRAMING @ 16 O.C.

5/8" REVEAL, TYPICAL

GYPSUM BOARD

AND METAL STUD

SOFFIT

ACCESS FLOOR

SYSTEM

CONCRETE SUB-FLOOR

ON METAL DECK

RE: STRUCTURAL

ACCESS FLOOR

PEDESTAL

EPDM MEMBRANE

EXTENDED UP WALL

CLERESTORY

WINDOW

CABLE TRAY

RE: ELECTRICAL

SLOPED GYPSUM

BOARD AND METAL

STUD CEILING

(STC-50)

ROOF TRUSS

RE: STRUCTURAL

1' - 3"

PREFINISHED CURVED STEEL STANDING

SEAM ROOFING PANELS OVER ICE AND

WATERSHIELD OVER 2 LAYERS OF 1/4"

GLASS MAT GYPSUM COVERBOARD, 2" OF

POLYSTYRENE INSULATION, 2 LAYERS OF

2" POLYISOCYANURATE INSULATION

(EACH LAYER W/ JOINTS STAGGERED

EACH WAY) OVER 5/8" GLASS MAT

GYPSUM BOARD ON METAL DECK.

EPDM MEMBRANE ON

FIBERGLASS MAT

GYPSUM COVERBOARD,

2" POLYSTYRENE RIGID

INSULATION, 4"

POLYISOCYANURATE

RIGID INSULATION OVER

5/8" FIBERGLASS MAT

GYPSUM SHEATHING

AND METAL ROOF DECK

D7

A-354

A6

A-354

OPP

OPP

2" DIAMETER CONTINUOUS

BACKER ROD, TYPICAL

6" M

IN

RECESSED LIGHT

FIXTURE

SECOND FLOOR

118' - 0"

J

2'

2'

9'

T Y P

1'

GYPSUM BOARD AND

METAL STUD SOFFIT

SLOPED GYPSUM

BOARD AND METAL

STUD CEILING

(STC-50)

SCHEDULED CEILING

RE: ROOM FINISH

SCHEDULE

SLOPED GYPSUM

BOARD AND METAL

STUD SOFFIT

ACCESS FLOOR

SYSTEM

CONCRETE SUB-FLOOR

ON METAL DECK

RE: STRUCTURAL

ACCESS FLOOR

PEDESTAL

1' - 10" 2' - 1"

ROOF TRUSS

RE: STRUCTURAL

ROOF TRUSS

RE: STRUCTURAL

PREFINISHED CURVED STEEL STANDING

SEAM ROOFING PANELS OVER ICE AND

WATERSHIELD OVER 2 LAYERS OF 1/4"

GLASS MAT GYPSUM COVERBOARD, 2" OF

POLYSTYRENE INSULATION, 2 LAYERS OF

2" POLYISOCYANURATE INSULATION

(EACH LAYER W/ JOINTS STAGGERED

EACH WAY) OVER 5/8" GLASS MAT

GYPSUM BOARD ON METAL DECK.

GENERAL NOTES:

1. REFERENCE SPECIFICATION SECTION 07 81 00 FOR

SPRAY-APPLIED FIRE-RESISTIVE MATERIALS SYSTEMS

ON STEEL STRUCTURE (NOT SHOWN FOR CLARITY ON

ALL WALL SECTIONS AND DETAILS).

D E

S

IG

N E

D B

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C H

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P L O

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G

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A

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C K

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W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

P R

O J E

C T

N O

K

R S

M

S C

O T

T A

IR

F

O R

C E

B A

S E

IL

L

IN

O

IS

J O

IN

T

O P

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A T

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N

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M

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S

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L A

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IN

G

C E

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P C

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C E

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IF

IE

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ID

1 753 92 864 10

A

B

C

D

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F

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/1

/2

V D

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A-344

K Y

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D O

/1

/2

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-3 .D

W G

W A

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T

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SCALE: 1/2" = 1'-0"

A1

WALL SECTION

SCALE: 1/2" = 1'-0"

B8

WALL SECTION

SCALE: 1/2" = 1'-0"

B5

WALL SECTION

0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'

M A

R K

D E

S C

R

IP

T

IO

N D

A T

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C

E R

T

IF

IE

D

F

IN

A L

I S

S U

E D

F O

R B

ID

D

E C

CONTROLLED UNCLASSIFIED INFORMATION

CONTROLLED UNCLASSIFIED INFORMATION

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

2Q R

R

_P la ns _V ol _I

I_ (2 of 3)

-0

CENTERLINE OF REVEAL

INSULATED METAL WALL

PANEL ON 5/8" FIBERGLASS

MAT GYPSUM SHEATHING

AND 6" COLD-FORMED

METAL FRAMING AT 16" O.C.

151' - 0"

CENTERLINE OF REVEAL

148' - 0"

CENTERLINE OF REVEAL

145' - 0"

CENTERLINE OF REVEAL

142' - 0"

5/8" REVEAL, TYPICAL

EPDM MEMBRANE

EXTENDED UP WALL

1' - 3" PREFINISHED CURVED STEEL

STANDING SEAM ROOFING PANELS

OVER ICE AND WATERSHIELD OVER

2 LAYERS OF 1/4" GLASS MAT

GYPSUM COVERBOARD, 2" OF

POLYSTYRENE INSULATION, 2

LAYERS OF 2" POLYISOCYANURATE

INSULATION (EACH LAYER W/

JOINTS STAGGERED EACH WAY)

OVER 5/8" GLASS MAT GYPSUM

BOARD ON METAL DECK.

EPDM MEMBRANE ON FIBERGLASS MAT

GYPSUM COVERBOARD, 2"

POLYSTYRENE RIGID INSULATION, 4"

POLYISOCYANURATE RIGID INSULATION

OVER 5/8" GLASS MAT GYPSUM

SHEATHING AND METAL ROOF DECK

CONTINUOUS 22 GA

PRE-FINISHED METAL

COPING BEYOND

D7

A-354

A6

A-354

OPP

OPP

2" DIAMETER

CONTINUOUS BACKER

ROD, TYPICAL

RETURN COLD-FORMED

FRAMING, 2 LAYERS OF

GYPSUM BOARD, AND

INSULATION TO UNDERSIDE

OF ROOF DECK

L

1' - 0"

SLOPED GYPSUM BOARD

AND METAL STUD SOFFIT

SUSPENDED ACOUSTIC

CEILING PANEL

SCHEDULED CEILING

RE: ROOM FINISH

SCHEDULE

SLOPED CEILING WITH

2 LAYERS OF GYPSUM

BOARD EACH SIDE OF

3 5/8" METAL STUDS

CEILING, 2 LAYERS OF

GYPSUM BOARD ON COLD-

FORMED METAL FRAMING

MINIMUM 6" THICK

ACOUSTICAL BATT

INSULATION, SNUG FIT

BETWEEN FRAMING

MEMBERS

P

151' - 0"

CENTERLINE OF REVEAL

CENTERLINE OF REVEAL

CENTERLINE OF REVEAL

CENTERLINE OF REVEAL

148' - 0"

145' - 0"

142' - 0"

INSULATED METAL WALL

PANEL ON 5/8" FIBERGLASS

MAT SHEATHING AND 6" COLD-

FORMED METAL FRAMING AT

16" O.C.

5/8" REVEAL, TYPICAL

EPDM MEMBRANE

EXTENDED UP WALL

1' - 3"

SUSPENDED

ACOUSTIC CEILING

PANELS, TYPICAL

CONCAVE AND CONVEX

SUSPENDED CEILING PANELS

RE: CEILING PLANS

SUSPENDED ACOUSTIC

CEILING PANEL

1' - 8"

MECHANICAL DUCT

AND PIPES

RE: MECHANICAL

MECHANICAL DUCT

RE: MECHANICAL

D7

A-354

A6

A-354

SIM

SIM

PREFINISHED CURVED STEEL STANDING SEAM ROOFING

PANELS OVER ICE AND WATERSHIELD OVER 2 LAYERS

OF 1/4" GLASS MAT GYPSUM COVERBOARD, 2" OF

POLYSTYRENE INSULATION, 2 LAYERS OF 2"

POLYISOCYANURATE INSULATION (EACH LAYER W/

JOINTS STAGGERED EACH WAY) OVER 5/8" GLASS MAT

GYPSUM BOARD ON METAL DECK.

EPDM MEMBRANE ON FIBERGLASS MAT

GYPSUM COVERBOARD, 2" POLYSTYRENE RIGID

INSULATION, 4" POLYISOCYANURATE RIGID

INSULATION OVER 5/8" FIBERGLASS MAT

GYPSUM SHEATHING AND METAL ROOF DECK

2" DIAMETER CONTINUOUS

BACKER ROD, TYPICAL

GENERAL NOTES:

1. REFERENCE SPECIFICATION SECTION 07 81 00 FOR

SPRAY-APPLIED FIRE-RESISTIVE MATERIALS SYSTEMS

ON STEEL STRUCTURE (NOT SHOWN FOR CLARITY ON

ALL WALL SECTIONS AND DETAILS).

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

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F

IL

E N

A M

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S

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P L O

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C A

L E

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L O

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L O

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L E

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C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

P R

O J E

C T

N O

K

R S

M

S C

O T

T A

IR

F

O R

C E

B A

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J O

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C E

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C E

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IF

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ID

1 753 92 864 10

A

B

C

D

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F

G

/1

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A-345

K Y

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SCALE: 1/2" = 1'-0"

A8

WALL SECTION

SCALE: 1/2" = 1'-0"

A4

WALL SECTION

SCALE: 1/2" = 1'-0"

A1

WALL SECTION

0 1' 2' 4'

0 1' 2' 4'

0 1' 2' 4'

M A

R K

D E

S C

R

IP

T

IO

N D

A T

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C

E R

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IF

IE

D

F

IN

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S U

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F O

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D

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CONTROLLED UNCLASSIFIED INFORMATION

CONTROLLED UNCLASSIFIED INFORMATION

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

2Q R

R

_P la ns _V ol _I

I_ (2 of 3)

-0

SECOND FLOOR

118' - 0"

Q

E4

A-652

A4

A-652

CONCRETE SUB-FLOOR ON METAL DECK

RE: STRUCTURAL

ACCESS FLOOR SYSTEM

ACCESS FLOOR PEDESTAL

WINDOW ASSEMBLY

STEEL FRAMING

RE: STRUCTURAL

FINISH BASE

RE: ROOM FINISH SCHEDULE

1" DEEP PRECAST

ACCENT BAND

5/8" GYPSUM BOARD ON 3 5/8" METAL

STUDS @ 16" O.C.

SCHEDULED CEILINGS

RE: REFLECTED CEILING PLANS

CONTINUOUS 22 GA PRE-FINISHED

PARAPET COPING

EPDM MEMBRANE ON FIBERGLASS MAT

GYPSUM COVERBOARD, 2" POLYSTYRENE

RIGID INSULATION, 4"

POLYISOCYANURATE RIGID INSULATION

OVER 5/8" FIBERGLASS MAT GYPSUM

SHEATHING AND METAL ROOF DECK

EPDM MEMBRANE OVER 1/2" FIBERGLASS

MAT GYPSUM SHEATHING AND 1 1/2"

POLYSTYRENE INSULATION, EXTEND UP

TO TOP OF PARAPET WALL

W2

3' /4

B R

IC

K F

IN

IS

H

6'

3'

5/

1'

PRECAST CONCRETE FINISH

BRICK FINISH

P21

TOP OF PRECAST

139' - 1 1/4"

PRECAST CONCRETE FINISH

INTEGRALLY COLORED

INSULATED

ARCHITECTURAL PRECAST

CONCRETE WALL PANEL

WITH THINSET BRICK

C1

A-351

OPP

2"

10"

2"

10" 8"

1' - 0"

1' - 0"

STEEL FRAMING

RE: STRUCTURAL

SPANDREL PANEL

RE: WINDOW TYPES

BACK PAN

RE: WINDOW TYPES

1' - 0" 8"

6.9

INSULATED METAL

WALL PANEL

HORIZONTAL MULLION

BELOW

SPRAY FOAM INSULATION

INSIDE STEEL COLUMN

ALUMINUM COVER,

THICKNESS AND COLOR

TO MATCH ALUMINUM

STOREFRONT

HSS STEEL REINFORCEMENT AS

REQUIRED FOR CURTAIN WALL SUPPORT

SUBJECT TO DESIGN ANALYSIS FOR

BLAST RESISTANCE. BRACE BACK TO

STRUCTURE AS REQUIRED.

VERTICAL MULLION NON-METALIC SHIM AS

REQUIRED

CONT. SEALANT ON

BACKER ROD

CONT. SEALANT ON BACKER ROD

HORIZONTAL

MULLION BELOW

INSULATED METAL

WALL PANEL

VERTICAL MULLION

BACKPAN (THICKNESS BY

MANUF.)

BACKPAN (THICKNESS BY

MANUF.)

CONTINUOUS SEALANT

EACH SIDE

CONTINUOUS ALUMINUM

TRIM AT INSIDE CORNER -

COLOR TO MATCH

INTERIOR ALUMINUM

FRAMING

1/8" METAL PLATE 4" WIDE,

CONTINUOUS EACH SIDE

STIFFENERS BY COLUMN

COVER MANUFACTURER

INTUMESCENT PAINT

ON HSS STEEL

REINFORCEMENT

10.1

INTEGRALLY COLORED INSULATED

ARCHITECTURAL PRECAST CONCRETE

WALL PANEL WITH THINSET BRICK

CONTINUOUS SEALANT ON

BACKER ROD

1/ 4"

9"

P14b

P35c

NON-METALIC SHIM AS

REQUIRED

INSULATED METAL WALL PANEL

VERTICAL MULLION

CURTAIN WALL FRAMING

(INTERIOR ANODIZED

COLOR)

BACKPAN

(THICKNESS BY

MANUFACTURER)

CONTINUOUS SEALANT

ON BACKER ROD

1/2" TYPE X GYPSUM BOARD

FASTENED TO PRECAST

WALL PANEL - TYPICAL AT ALL

EXPOSED ENDS OF PRECAST

WALL PANEL INSULATION

ALUMINUM CURTAIN WALL FRAMING

(EXTERIOR ANODIZED COLOR)

1/ 2"

3/4"

D E

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P L O

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C A

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L O

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D A

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P R

O J E

C T

N O

C

O N

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A C

T N

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A F

D R

A W

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G

C O

D E

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A

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O

U .S

A

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O R

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V

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L E

D

IS

T R

IC

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L O

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IS

V

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L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

P R

O J E

C T

N O

K

R S

M

S C

O T

T A

IR

F

O R

C E

B A

S E

IL

L

IN

O

IS

J O

IN

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O P

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A T

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S

M

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S

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L A

N N

IN

G

C E

N T

M

P C

A S

S H

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C E

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IF

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D F

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1 753 92 864 10

A

B

C

D

E

F

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/1

/2

V D

Y D

A-346

K Y

A R

O S

A C

O H

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E D

D O

/1

/2

A

-3 .D

W G

W A

L L S

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T

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0 2' 4' 6'SCALE: 3/8" = 1'-0"

C7

WALL SECTION

SCALE: 3" = 1'-0"

A7

SECTION DETAIL

0 3" 6" 9"SCALE: 3" = 1'-0"

A4

SECTION DETAIL

0 3" 6" 9"

N

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

C

E R

T

IF

IE

D

F

IN

A L

I S

S U

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F O

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ID

D

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CONTROLLED UNCLASSIFIED INFORMATION

CONTROLLED UNCLASSIFIED INFORMATION

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

2Q R

R

_P la ns _V ol _I

I_ (2 of 3)

-0

139' - 1 1/4"

3/4" THICK THINSET

BRICK

TOP OF PRECAST

CONTINUOUS 22 GA PRE-FINISHED

PARAPET COPING

SELF ADHERED AIR BARRIER AT

INTERSECTION OF ROOF

PERIMETER AND PARAPET WALL

STEEL BEAM

RE: STRUCTURAL

FULLY ADHERED EPDM MEMBRANE

ROOFING EXTENDED UP AND OVER

TOP OF PARAPET WALL

1' - 0"8"

1' - 8"

2"

INTEGRALLY COLORED

INSULATED ARCHITECTURAL

PRECAST CONCRETE WALL

PANEL WITH THINSET BRICK

2" RIGID

INSULATION

PRECAST CONCRETE

PRECAST CONCRETE

2 LAYERS OF 2" (TOTAL

4") POLYISOCYANURATE

RIGID INSULATION

1 1/2" RIGID POLYSTYRENE

INSULATION

2" DIAMETER CONTINUOUS

BACKER ROD

1/ 2"

FULLY ADHERED EPDM

MEMBRANE ROOFING

1/2" GLASS FACED

GYPSUM COVER BOARD

TAPERED CRICKET

POLYSTYRENE RIGID

INSULATION, MINIMUM

1/2" / 1'-0" SLOPE

FIREPROOFING ON BEAM

CONTINUOUS INSULATION

AT DECK FLUTES

5/8" GLASS FACED GYPSUM

COVER BOARD - TAPED

AND SEALED

2" POLYSTYRENE RIGID

INSULATION - STAGGER

JOINTS EACH WAY

METAL ROOF DECK

T Y P

8"

C JOINTL

C JOINTL

10"

4"2"4"

D3

A-352

1/2" FIBERGLASS MAT GYPSUM

SHEATHING

6" M

IN

FIRST FLOOR

100' - 0"

1' - 2"3"

8" 4" 2" THICKNESS VARIES

1/ 2"

EXTERIOR PAVING

RE: CIVIL

CONCRETE FLOOR SLAB

RE: STRUCTURAL

CONCRETE FOUNDATION WALL

RE: STRUCTURAL

CONTINUOUS SEALANT

AND BACKER ROD

INTEGRALLY COLORED

INSULATED

ARCHITECTURAL PRECAST

CONCRETE WALL PANEL

STAINLESS STEEL DRIP

EDGE IN SEALANT

PANEL ANCHOR BY PRECAST

CONCRETE PANEL FABRICATOR

WEEP OPENINGS AT 48' O.C.

EXPANSION JOINT

EXPANSION JOINT

BITUMINOUS

DAMPPROOFING

CONTINUOUS SEALANT

AND BACKER ROD

4"

1"

1"

2" (R-10) RIGID INSULATION

VAPOR BARRIER

RE: STRUCTURAL

CAPILLARY WATER BARRIER

FIRST FLOOR

100' - 0"

1'

1/ 2"

1' /2

1"

10" 3/8" AIR SPACE

4"2"THICKNESS VARIES

P21

CONCRETE FLOOR SLAB

RE: STRUCTURAL

ACCESS FLOOR SYSTEM

ACCESS FLOOR PEDESTAL

FLUID APPLIED MEMBRANE ON

CONCRETE FOUNDATION WALL

METAL STUD AND GYPSUM

BOARD WALL

WALL BASE

INTEGRALLY COLORED

INSULATED

ARCHITECTURAL PRECAST

CONCRETE WALL PANEL

STAINLESS STEEL DRIP

EDGE SET IN SEALANT

CONTINUOUS SEALANT

AND BACKER ROD

EXPANSION JOINT

METAL TRACK SET IN

CONTINUOUS BED OF SEALANT

PANEL ANCHOR BY PRECAST

CONCRETE PANEL FABRICATOR

3 5/8' (R-13) FULL THICKNESS

BATT INSULATION

GRANULAR MOW EDGE

BITUMINOUS

DAMPPROOFING

GRADE SLOPE

RE: CIVIL

TOP OF

GRAVEL

RE: CIVIL

WEEP OPENINGS AT 48' O.C.

4"

1"

CONCRETE FOUNDATION

WALL

RE: STRUCTURAL

2" (R-10) RIGID INSULATION

VAPOR BARRIER

RE: STRUCTURAL

CAPILLARY WATER BARRIER

CONTINUOUS COMPRESSIBLE

(1/2" THICK x 1") NEOPRENE

GASKETING

FIRST FLOOR

100' - 0"

K

1/ 2"

1'

9" 8"

1"

THICKNESS VAIRES 2" 4"

1' - 6"

P21

CONCRETE FLOOR SLAB

RE: STRUCTURAL

ACCESS FLOOR SYSTEM

ACCESS FLOOR PEDESTAL

AIR SPACE

3/8"

FLUID APPLIED MEMBRANE ON

CONCRETE FOUNDATION WALL

METAL STUD AND GYPSUM

BOARD WALL

WALL BASE

INTEGRALLY

COLORED INSULATED

ARCHITECTURAL

PRECAST CONCRETE

WALL PANEL

STAINLESS STEEL DRIP

EDGE SET IN SEALANT

CONTINUOUS

SEALANT AND

BACKER ROD

2" (R-10) RIGID INSULATION

EXPANSION JOINT

6"

METAL TRACK SET IN

CONTINUOUS BED OF SEALANT

PANEL ANCHOR BY PRECAST

CONCRETE PANEL FABRICATOR

3 5/8' (R-13) FULL THICKNESS

BATT INSULATION

GRANULAR

MOW EDGE

BITUMINOUS

DAMPPROOFING

GRADE SLOPE

RE: CIVIL

TOP OF

GRAVEL

RE: CIVIL

WEEP OPENINGS AT 48' O.C.

FACE OF CONCRETE

FOUNDATION WALL

1" 4"

CONCRETE FOUNDATION WALL

RE: STRUCTURAL

2" (R-10) RIGID INSULATION

VAPOR BARRIER

RE: STRUCTURAL

CAPILLARY WATER BARRIER

CONTINUOUS COMPRESSIBLE

(1/2" THICK x 1") NEOPRENE

GASKETING

1" MIN. OVERLAP

1" MIN. OVERLAP

FLUID APPLIED MEMBRANE

ON CONCRETE FOUNDATION

WALL

SELF-ADHERING

MEMBRANE AIR

BARRIER OVERLAPPING

CORE INSULATION AND

FLUID APPLIED

MEMBRANE BY 1"

MINIMUM

SEALANT ON

BACKER ROD

CONCRETE

FOUNDATION WALL

INTEGRALLY COLORED

INSULATED ARCHITECTURAL

PRECAST CONCRETE WALL

PANEL WITH THINSET BRICK

1"

1"

1/ 2"

2" (R-10) RIGID INSULATION

ACCESS FLOOR SYSTEM

ACCESS FLOOR PEDESTAL

STAINLESS STEEL

DRIP EDGE SET IN

SEALANT

METAL TRACK SET IN

CONTINUOUS BED OF

SEALANT

CONTINUOUS COMPRESSIBLE

(1/2" THICK x 1") NEOPRENE

GASKETING

PANEL ANCHOR BY

PRECAST CONCRETE

PANEL FABRICATOR NOTE: BEARING PADS NOT SHOWN FOR CLARITY

FIRST FLOOR

100' - 0"

C

1"

4" 2" 6"

8" 1' - 0"

CONCRETE FLOOR SLAB

RE: STRUCTURAL

CONCRETE FOUNDATION WALL

RE: STRUCTURAL

RE: SPECIFICATION SECTION

03 33 00 CAST-IN-PLACE

ARCHITECTURAL CONCRETE

FOR GROUT-CLEANED FINISH

REQUIRED ON STEM WALLS

CONTINUOUS SEALANT

AND BACKER ROD

PANEL ANCHOR BY

PRECAST CONCRETE

PANEL FABRICATOR

EXPANSION JOINT

INTEGRALLY COLORED

INSULATED

ARCHITECTURAL PRECAST

CONCRETE WALL PANEL

STAINLESS STEEL DRIP

EDGE IN SEALANT

WEEP OPENINGS AT 48' O.C.

BITUMINOUS

DAMPPROOFING

CONTINUOUS SEALANT

ON BACKER ROD

FACE OF STEEL

COLUMN

RE: STRUCTURAL

CONCRETE

FOUNDATION WALL

RE: STRUCTURAL

2" (R-10) RIGID

INSULATION

VAPOR BARRIER

RE: STRUCTURAL

CAPILLARY WATER

BARRIER

D E

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Y

M

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US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

P R

O J E

C T

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A-351

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A

-3 .D

W G

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S

SCALE: 1 1/2" = 1'-0"

C1

PARAPET DETAIL

SCALE: 1 1/2" = 1'-0"

A1

WALL BASE DETAIL

SCALE: 1 1/2" = 1'-0"

A4

WALL BASE DETAIL

SCALE: 1 1/2" = 1'-0"

A7

WALL BASE DETAIL

0 1/2' 1' 1 1/2'

0 1/2' 1' 1 1/2' 0 1/2' 1' 1 1/2' 0 1/2' 1' 1 1/2'

SCALE: 3" = 1'-0"

F7

WALL BASE - PRECAST / ACCESS FLOOR - TYPICAL AIR BARRIER DETAIL

0 3" 6" 9"

SCALE: 1 1/2" = 1'-0"

E4

WALL BASE DETAIL

0 1/2' 1' 1 1/2'

M A

R K

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IF

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F O

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CONTROLLED UNCLASSIFIED INFORMATION

CONTROLLED UNCLASSIFIED INFORMATION

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

2Q R

R

_P la ns _V ol _I

I_ (2 of 3)

-0

CONTINUOUS 22 GA PRE-FINISHED PARAPET COPING

FULLY ADHERED ICE & WATERSHIELD

MEMBRANE - WRAP 4 1/2" VERTICALLY

AT PARAPET COPING FACE AND 5 1/2"

VERTICALLY AT PARAPET COPING BACK

3/4" EXTERIOR GRADE PLYWOOD

CONTINUOUS TREATED 2X14 WOOD

BLOCKING W/ 1/2" DIAMETER

GALVANIZED ANCHORS @ 1'-6" O.C.

2" x 3/4" DIAMETER GALVANIZED

STEEL STANDOFF SPACER

CONTINUOUS 2" RIGID INSULATION

RETURN AIR BARRIER 2"

CONTINUOUS 24 GA METAL CLEAT

6"

1/ 2"

9/

4"

CONTINUOUS TREATED 1x8 WOOD NAILER

3/8" DIAMETER GALVANIZED CONCRETE

ANCHORS @ 1'-6" O.C.

CONTINUOUS TREATED 1x WOOD FASCIA

CONTINUOUS METAL CLEAT

6" x 3 1/2" BLOCK OUT AT TOP OF

PRECAST CONCRETE PANEL

CONTINUOUS SEALANT OVER BACKER ROD

SELF ADHERED AIR BARRIER - WRAP OVER

TOP OF PRECAST CONCRETE PANEL

SPRAY FOAM

CONTINUOUS 2x4 TREATED WOOD NAILER

INTEGRALLY COLORED INSULATED

ARCHITECTURAL PRECAST CONCRETE

6"

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

4" 2" 6"

2"

CONTINUOUS 2" RIGID INSULATION

EPDM MEMBRANE - RETURN

UNDER COPING

1/2" FIBERGLASS MAT GYPSUM SHEATHING

1/2" CHAMFER

CONTINUOUS 22 GA

PRE-FINISHED

FASCIA PLATE

CONTINUOUS 22 GA

METAL CLEAT

CONTINUOUS 22 GA PRE-FINISHED

PARAPET COPING

FULLY ADHERED ICE & WATERSHIELD

MEMBRANE - WRAP 4 1/2" VERTICALLY

AT PARAPET FACE

CONTINUOUS SEALANT

OVER BACKER ROD

CONTINUOUS

TREATED 1x WOOD

FASCIA

AIR BARRIER - WRAP OVER TOP OF

PRECAST CONCRETE PANEL

3/4" EXTERIOR

GRADE PLYWOOD

CONTINUOUS 22 GA

METAL CLEAT

CONTINUOUS 22 GA PRE-FINISHED

PARAPET COPING

3/4" EXTERIOR GRADE PLYWOOD

FULLY ADHERED ICE &

WATERSHIELD MEMBRANE -

WRAP 5 1/2" VERTICALLY AT

PARAPET BACK

EPDM MEMBRANE -

RETURN UNDER COPING

CONTINUOUS 2" RIGID

INSULATION

1/2" FIBERGLASS

MAT GYPSUM

SHEATHING

CONTINUOUS 2x12 WOOD BLOCKING

1/ 2"

6"

2"

6"

CONTINUOUS 22 GA

PRE-FINISHED TRIM

CONTINUOUS TREATED 2x WOOD

BLOCKING W/ 1/2" DIAMETER

GALVANIZED ANCHORS @ 1'-4" O.C.

RETURN AIR BARRIER 2"

CONTINUOUS 24 GA METAL CLEAT

1x TREATED WOOD SHIM

6" x 4 1/2" BLOCK OUT AT

SIDE OF PRECAST

CONCRETE PANEL

CONTINUOUS 2x4 TREATED

WOOD NAILER

INTEGRALLY COLORED INSULATED

ARCHITECTURAL PRECAST CONCRETE

CONTINUOUS 1 1/2" RIGID INSULATION

EPDM MEMBRANE - RETURN

UNDER COPING

CONTINUOUS SEALANT

AND BACKER ROD

1/2" CHAMFER

SPRAY FOAM

SELF ADHERED AIR

BARRIER MEMBRANE

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

4" 2" 6"

CONTINUOUS 5x3x1/4" ANGLE BOLTED

TO CONCRETE WITH 1/2" DIAMETER

EXPANSION ANCHORS @24" O.C.

1/2" FIBERGLASS MAT

GYPSUM SHEATHING

CONTINUOUS 22 GA

PRE-FINISHED

PARAPET COPING

1x TREATED WOOD

SHIM

SELF ADHERED AIR

BARRIER - WRAP OVER

END OF PRECAST

CONCRETE PANEL

CONTINUOUS

TREATED 2x WOOD

BLOCKING

CONTINUOUS SEALANT

AND BACKER ROD

CONTINUOUS 2" RIGID

INSULATION

CONTINUOUS ANGLE

AIR BARRIER

CONTINUOUS 22 GA

PRE-FINISHED

PARAPET COPING

EPDM MEMBRANE -

RETURN UNDER

COPING

CONTINUOUS 2"

RIGID INSULATION

CONTINUOUS

22 GA METAL

CLEAT

AIR BARRIER

CONTINUOUS

TREATED 2x

WOOD BLOCKING

FIRST FLOOR

100' - 0"

C

CONCRETE FLOOR

SLAB

RE: STRUCTURAL

VAPOR BARRIER

RE: STRUCTURE

CAPILLARY

WATER BARRIER

EXPANSION

JOINT

2" (R-10) RIGID

INSULATION

4"

1"

1"

8" 10"

4" 2" 4"

INTEGRALLY COLORED

INSULATED

ARCHITECTURAL PRECAST

CONCRETE WALL PANEL

STAINLESS STEEL DRIP

EDGE SET IN SEALANT

WEEP OPENINGS AT 48' O.C.

BITUMINOUS

DAMPROOFING

CONTINUOUS SEALANT

AND BACKER ROD

FINISH GRADE

RE: CIVIL

CONCRETE FOUNDATION WALL

RE: STRUCTURAL. REFERENCE SPECIFICATION

SECTION 03 33 00 CAST-IN-PLACE

ARCHITECTURAL CONCRETE FOR GROUT-

CLEANED FINISH REQUIRED ON STEM WALLS.

1/ 2"

PANEL ANCHOR BY

PRECAST CONCRETE

PANEL FABRICATOR

FIRST FLOOR

100' - 0"

C

CONCRETE

FLOOR SLAB

RE: STRUCTURAL

2" (R-10) RIGID

INSULATION

EXPANSION JOINT

BITUMINOUS

DAMPROOFING

FINISH GRADE

RE: CIVIL

CONCRETE FOUNDATION WALL

RE: STRUCTURAL. REFERENCE

SPECIFICATION SECTION 03 33 00

CAST-IN-PLACE ARCHITECTURAL

CONCRETE FOR GROUT-CLEANED

FINISH REQUIRED ON STEM WALLS.

ARCHITECTURAL PRECAST

CONCRETE WALL PANEL

BEYOND

FINISH BASE

RE: ROOM FINISH

SCHEDULE

1" CHAMFER

ACCESS FLOOR

SYSTEM

ACCESS FLOOR

PEDESTAL

FLUID APPLIED

MEMBRANE ON

CONCRETE

FOUNDATION WALL

2" (R-10) RIGID

INSULATION

ALUMINUM STOREFRONT

SYSTEM WITH TINTED

INSULATED GLAZING

3/4"

VAPOR BARRIER

RE: STRUCTURAL

CAPILLARY WATER

BARRIER

C2

A-354

1 3/4" AT 10" THICK CONCRETE WALL PANEL

2 3/4" AT 12" THICK CONCRETE WALL PANEL

CONTINUOUS COMPRESSIBLE

(1/2" THICK x 1") NEOPRENE

GASKETING

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Y

M

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US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

P R

O J E

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1 753 92 864 10

A

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A-352

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SCALE: 3" = 1'-0"

D3

PARAPET COPING DETAIL

0 3" 6" 9"

SCALE: 3" = 1'-0"

A3

PARAPET COPING PLAN DETAIL

0 3" 6" 9"

SCALE: 1 1/2" = 1'-0"

D1

WALL BASE DETAIL

0 1/2' 1' 1 1/2'

SCALE: 1 1/2" = 1'-0"

A1

WALL BASE DETAIL

0 1/2' 1' 1 1/2'

M A

R K

D E

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CONTROLLED UNCLASSIFIED INFORMATION

CONTROLLED UNCLASSIFIED INFORMATION

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

2Q R

R

_P la ns _V ol _I

I_ (2 of 3)

-0

B

C1

A-336

E1

A-336

142' - 0"

4"

1' - 4 1/4"

1' - 8"

TOP OF PRECAST

CONTINUOUS 22 GA PRE-FINISHED

PARAPET COPING, BEYOND

SELF ADHERED AIR

BARRIER AT INTERSECTION

OF ROOF PERIMETER AND

PARAPET WALL

2 LAYERS OF 2" (TOTAL 4")

POLYISOCYANURATE

RIGID INSULATION

2" DIAMETER CONTINUOUS

BACKER ROD

FULLY ADHERED EPDM

MEMBRANE ROOFING

1/2" GLASS FACED

GYPSUM COVER BOARD

TAPERED CRICKET

POLYSTYRENE RIGID

INSULATION, MINIMUM

1/2" / 1'-0" SLOPE

5/8" GLASS FACED GYPSUM

SHEATHING - TAPED AND

SEALED

2" POLYSTYRENE RIGID

INSULATION - STAGGER JOINTS

EACH WAY

METAL ROOF DECK

EPDM MEMBRANE OVER 1/2"

FIBERGLASS MAT GYPSUM

SHEATHING, 1 1/2" POLYSTYRENE

INSULATION ON 5/8" FIBERGLASS

MAT GYPSUM SHEATHING, 2 1/2"

METAL STUDS WITH 1/4" SHIM SPACE

BETWEEN STUD AND CURTAIN WALL

CONTINUOUS 22 GA PRE-FINISHED

PARAPET COPING AT SIDE OF

PARAPET WALL BEYOND

INTEGRALLY COLORED

INSULATED ARCHITECTURAL

PRECAST CONCRETE WALL

BEYOND

HORIZONTAL MULLION - 7 3/4"

PROJECTION FROM FACE OF

VERTICAL MULLIONS, TYPICAL

ALL HORIZONTAL MULLIONS

EXCEPT BASE MULLION

INSULATED METAL WALL

PANEL, FINISH TO MATCH

CURTAIN WALL MULLIONS

7 3/4"

GLAZING - REFERENCE

CURTAIN WALL ELEVATIONS

AND SPECIFICATIONS FOR

GLAZING TYPE

INTEGRALLY COLORED

INSULATED ARCHITECTURAL

PRECAST CONCRETE WALL

BEYOND

CONTINUOUS 22 GA PRE-FINISHED

PARAPET COPING, FINISH TO

MATCH CURTAIN WALL MULLIONS

1/4" SHIM SPACE BETWEEN 2 1/2"

METAL STUD AND BACK OF

CURTAIN WALL

E2

A-354

6" M

IN

R

C3

A-340SELF ADHERED AIR BARRIER

AT INTERSECTION OF ROOF

PERIMETER AND PARAPET

WALL

2 LAYERS OF 2" (TOTAL 4")

POLYISOCYANURATE

RIGID INSULATION

2" DIAMETER CONTINUOUS

BACKER ROD

SELF ADHERED AIR

BARRIER AT INTERSECTION

OF ROOF PERIMETER AND

PARAPET WALL

1/2" GLASS FACED

GYPSUM COVER BOARD

TAPERED CRICKET

POLYSTYRENE RIGID

INSULATION, MINIMUM

1/2" / 1'-0" SLOPE

5/8" GLASS FACED GYPSUM

SHEATHING - TAPED AND

SEALED

2" POLYSTYRENE RIGID

INSULATION - STAGGER

JOINTS EACH WAY

METAL ROOF DECK

EPDM MEMBRANE OVER 1/2" FIBERGLASS

MAT GYPSUM SHEATHING, 1 1/2"

POLYSTYRENE INSULATION ON 5/8"

FIBERGLASS MAT SHEATHING, 2 1/2"

METAL STUDS WITH 1/4" SHIM SPACE

BETWEEN STUD AND CURTAIN WALL

HORIZONTAL MULLION - 7 3/4"

PROJECTION FROM FACE OF

VERTICAL MULLIONS, TYPICAL

ALL HORIZONTAL MULLIONS

EXCEPT BASE MULLION

INSULATED METAL WALL

PANEL, FINISH TO MATCH

CURTAIN WALL MULLIONS

CONTINUOUS 22 GA

PRE-FINISHED PARAPET

COPING, FINISH TO

MATCH CURTAIN WALL

MULLIONS

1/4" SHIM SPACE BETWEEN

2 1/2" METAL STUD AND

BACK OF CURTAIN WALL

GLAZING - REFERENCE

CURTAIN WALL ELEVATIONS

AND SPECIFICATIONS FOR

GLAZING TYPE

E2

A-354

6" M

IN

FIRST FLOOR

100' - 0"

B

CONCRETE FLOOR SLAB

RE: STRUCTURAL

EXPANSION JOINT

8" 1' - 0"

3/8" 4" 2" 6"

8" 11"

1"

INTEGRALLY COLORED

INSULATED

ARCHITECTURAL PRECAST

CONCRETE WALL PANEL

STAINLESS STEEL DRIP

EDGE SET IN SEALANT

WEEP OPENINGS AT 48' O.C.

BITUMINOUS

DAMPPROOFING

CONTINUOUS SEALANT AND BACKER ROD

FINISH GRADE

RE: CIVIL

CONCRETE FOUNDATION WALL

RE: STRUCTURAL. REFERENCE SPECIFICATION

SECTION 03 33 00 CAST-IN-PLACE

ARCHITECTURAL CONCRETE FOR GROUT-

CLEANED FINISH REQUIRED ON STEM WALLS.

PANEL ANCHOR BY

PRECAST CONCRETE

PANEL FABRICATOR

METAL TRACK SET IN

CONTINUOUS BED OF

SEALANT

METAL STUD AND GYPSUM

BOARD WALL

3 5/8' (R-13) FULL

THICKNESS BATT

INSULATION

1/ 2"

2" (R-10) RIGID

INSULATION

VAPOR BARRIER

RE: STRUCTURAL

CAPILLARY

WATER BARRIER

FIRST FLOOR

100' - 0"

B

CONCRETE

FLOOR SLAB

RE: STRUCTURAL

BITUMINOUS

DAMPPROOFING

FINISH GRADE

RE: CIVIL

CONCRETE FOUNDATION WALL

RE: STRUCTURAL. REFERENCE

SPECIFICATION SECTION 03 33 00

CAST-IN-PLACE ARCHITECTURAL

CONCRETE FOR GROUT-CLEANED

FINISH REQUIRED ON STEM WALLS.

1" CHAMFER

ALUMINUM STOREFRONT

SYSTEM WITH TINTED

INSULATED GLAZING

1' - 4 1/4"

3/4"

7" 10"

2" (R-10) RIGID

INSULATION

VAPOR BARRIER

RE: STRUCTURAL

CAPILLARY

WATER BARRIER

EXPANSION

JOINT

C2

A-354 SIM

GENERAL NOTES:

1. REFERENCE SPECIFICATION SECTION 07 81 00 FOR

SPRAY-APPLIED FIRE-RESISTIVE MATERIALS SYSTEMS

ON STEEL STRUCTURE (NOT SHOWN FOR CLARITY ON

ALL WALL SECTIONS AND DETAILS).

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

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OF ENGINEERS

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SHEET ID

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SCALE: 1 1/2" = 1'-0"

A7

PARAPET DETAIL

SCALE: 1 1/2" = 1'-0"

A3

PARAPET DETAIL

SCALE: 1 1/2" = 1'-0"

D1

WALL BASE DETAIL

0 1/2' 1' 1 1/2'

SCALE: 1 1/2" = 1'-0"

A1

WALL BASE DETAIL

0 1/2' 1' 1 1/2' 0 1/2' 1' 1 1/2'

0 1/2' 1' 1 1/2'

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CONTROLLED UNCLASSIFIED INFORMATION

CONTROLLED UNCLASSIFIED INFORMATION

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

2Q R

R

_P la ns _V ol _I

I_ (2 of 3)

-0

CONTINUOUS

HOLD-DOWN CLEAT

GABLE FLASHING

HAT SHAPED

SUBGIRT

FASTENER - TYP

PANEL CLIP

ROOF GRIP

BEARING PLATE

STRUCTURAL FRAMING

RE: STRUCTURAL

CONTINUOUS

METAL CLEAT

CONTINUOUS

SEALANT

BULB-TITE

STANDING SEAM

METAL ROOF PANELS

METAL ROOF DECK

CONTINUOUS

FLEXIBLE FOAM ROD

INSULATED METAL

WALL PANEL

ICE AND WATERSHIELD

MEMBRANE AIR BARRIER

2 LAYERS OF 2" (TOTAL 4")

POLYISOCYANURATE

RIGID INSULATION WITH

STAGGERED JOINTS EACH

WAY

2 LAYERS OF 1/4" GLASS

FACED GYPSUM COVER

BOARD

5/8" GLASS FACED GYPSUM

COVER BOARD - TAPED

AND SEALED

2" POLYSTYRENE RIGID

INSULATION - STAGGER

JOINTS EACH WAY

2X TREATED WOOD

BLOCKING

5/8" FIBERGLASS MAT

GYPSUM SHEATHING

6" COLD-FORMED

METAL STUD WITH SLIP

CONNECTION AT ROOF

5/ 8"

5/8" REVEAL

SELF ADHERED AIR

BARRIER / VAPOR BARRIER

CONTINUOUS BATT

INSULATION

6" 1' - 3"

ICE AND WATERSHIELD

MEMBRANE AIR BARRIER

D

INSULATED METAL WALL PANEL

SELF ADHERED AIR BARRIER AT

INTERSECTION OF ROOF PERIMETER

AND PARAPET WALL

2 LAYERS OF 2" (TOTAL 4")

POLYISOCYANURATE

RIGID INSULATION

FULLY ADHERED EPDM

MEMBRANE ROOFING

1/2" GLASS FACED GYPSUM

COVER BOARD

5/8" GLASS FACED GYPSUM

COVER BOARD - TAPED

AND SEALED

2" POLYSTYRENE RIGID

INSULATION - STAGGER

JOINTS EACH WAY

METAL ROOF DECK

5/8" FIBERGLASS MAT

GYPSUM SHEATHING

6" COLD-FORMED METAL STUDS WITH

SLIP CONNECTION AT ROOF

CONTINUOUS BATT INSULATION

6" 1' - 3"

STRUCTURAL FRAMING

RE: STRUCTURAL

METAL STUD AND GYPSUM

BOARD SOFFIT

ROOF JOIST

RE: STRUCTURAL

2" DIAMETER CONTINUOUS

BACKER ROD, TYPICAL

6" M

IN

EXTEND EPDM MEMBRANE ROOFING UP

WALL UNDER METAL WALL PANEL

CONTINUOUS 12 GA PLATE

FASTENED TO DECK UNDER

STUD TRACK

6" M

IN

EPDM MEMBRANE, WRAP

OVER TOP OF INSULATION

AND UNDER CLOSURE PIECE

INSULATED METAL WALL

PANEL, FINISH TO MATCH

CURTAIN WALL MULLIONS

CONTINUOUS 22 GA

PRE-FINISHED PARAPET

COPING, FINISH TO

MATCH CURTAIN WALL

MULLIONS

SHIM

5/8" FIBERGLASS MAT

GYPSUM SHEATHING

CONTINUOUS SEALANT

CLOSURE PIECE

1 1/2" POLYSTYRENE

INSULATION

2 1/2" METAL STUDS WITH 1/4"

SHIM SPACE BETWEEN STUD

AND CURTAIN WALL

1/4"

CONTINUOUS BATT

INSULATION

CONTINUOUS BATT

INSULATION

METAL BACK PAN

CONTINUOUS SEALANT

ON BACKER ROD

CONTINUOUS 22 GA METAL CLEAT

1/2" FIBERGLASS MAT

GYPSUM SHEATHING

1' - 3 1/4"

FIRST FLOOR

100' - 0"

1"

7 1/2"

1" x 1" CHAMFER AT STOREFRONT, OVERHANGS CHAMFER 1/4"

1"

STAINLESS STEEL DRIP FLASHING

SET IN CONTINUOUS SEALANT -

SNAP INTO ALUMINUM FRAME

FACE OF ALUMINUM WINDOW

SYSTEM FRAME (SAME AS WINDOWS

ON SECOND FLOOR)

FACE OF PRECAST

FACE OF CONCRETE FOUNDATION WALL -

RE: STRUCTURAL, REFERENCE

SPECIFICATION SECTION 03 33 00 CAST-

IN-PLACE ARCHITECTURAL CONCRETE

FOR GROUT-CLEANED FINISH REQUIRED

ON STEM WALLS

SHIM

1/ 2"

RECESS BEYOND FOR PRECAST

1/ 2"

ALUMINUM FRAMING NOTES:

ALUMINUM FRAMING DIMENSIONS NOTED ARE MINIMUM SIZES.

FINAL DIMENSIONS AND REQUIREMENTS FOR INTERNAL STEEL

REINFORCEMENT SUBJECT TO DESIGN ANALYSIS FOR BLAST

RESISTANCE.

1.

GENERAL NOTES:

1. REFERENCE SPECIFICATION SECTION 07 81 00 FOR

SPRAY-APPLIED FIRE-RESISTIVE MATERIALS SYSTEMS

ON STEEL STRUCTURE (NOT SHOWN FOR CLARITY ON

ALL WALL SECTIONS AND DETAILS).

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OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

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D7

SECTION DETAIL

SCALE: 1 1/2" = 1'-0"

A6

SECTION DETAIL

SCALE: 3" = 1'-0"

E2

COPING DETAIL

0 3" 6" 9"

0 1/2' 1' 1 1/2'

0 1/2' 1' 1 1/2'

SCALE: 6" = 1'-0"

C2

RECESS AT STOREFRONT CURTAIN WALL

0 1" 2" 4"3"

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CONTROLLED UNCLASSIFIED INFORMATION

CONTROLLED UNCLASSIFIED INFORMATION

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

2Q R

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-0

10.1

1" M

IN

5' - 0"

ROOF TRUSS

RE: STRUCTURAL

STEEL FRAMING

RE: STRUCTURAL

EPDM MEMBRANE ROOFING ON 5/8" FIBERGLASS

MAT GYPSUM COVERBOARD

PANEL CLIP

ROOF GRIP

BEARING PLATE

CURVED STANDING SEAM METAL ROOF PANELS

METAL ROOF DECK

2 LAYERS OF 2" (TOTAL 4") POLYISOCYANURATE

RIGID INSULATION WITH STAGGERED JOINTS

EACH WAY

2 LAYERS OF 1/4" GLASS FACED GYPSUM

COVER BOARD - STAGGER JOINTS EACH WAY

5/8" GLASS FACED GYPSUM COVER

BOARD - TAPED AND SEALED

2" POLYSTYRENE RIGID INSULATION

5/8" FIBERGLASS MAT

GYPSUM SHEATHING

6" COLD-FORMED

METAL STUD WITH

SLIP CONNECTION

SELF-ADHERED AIR BARRIER

CONTINUOUS BATT

INSULATION

PRE-FINISHED PERFORATED METAL

SOFFIT PANEL ON 3 5/8" METAL STUDS

3" POLYSTYRENE RIGID INSULATION

2 LAYERS OF 2" (TOTAL 4") POLYISOCYANURATE

RIGID INSULATION OVER 5/8" FIBERGLASS MAT

GYPSUM SHEATHING

METAL ROOF DECK

STEEL TUBE FRAMING

RE: STRUCTURAL

GYPSUM BOARD AND

METAL STUD WALL BEYOND

5/8" GYPSUM BOARD

CEILING ON 3 5/8"

METAL STUD FRAMING

ROOF TRUSS

RE: STRUCTURAL

STEEL FRAMING

RE: STRUCTURAL

STEEL TUBE FRAMING

RE: STRUCTURAL

WINDOW ASSEMBLY

6'

137' - 4"

SILL ELEVATION

5/8" GYPSUM BOARD

ON 3 5/8" METAL STUD

FRAMING

1/2" / 1'-0"

3" THICK INSULATED METAL WALL PANEL

PRE-FINISHED METAL FASCIA PANEL

PRE-FINISHED METAL GUTTER

2X TREATED WOOD BLOCKING

EAVE FLASHING

ERECTOR NOTE:

FIELD DRILL 1/2" DIA HOLE INTO OFFSET

LEG AT 36" O.C. TO ALLOW FOR DRAINAGE.

EDGE STIFFENER

ICE AND WATERSHIELD

MEMBRANE AIR BARRIER

6" COLD-FORMED

METAL STUD WITH

SLIP CONNECTION

CONTINUOUS BATT

INSULATION

SELF ADHERED AIR BARRIER AT INTERSECTION

OF ROOF PERIMETER AND PARAPET WALL

FULLY ADHERED EPDM MEMBRANE ROOFING,

EXTEND UP WALL BEHIND METAL WALL PANEL

SPLASHBLOCK

2" THICK INSULATED METAL WALL PANEL

3" THICK INSULATED METAL WALL PANEL BEYOND

PRE-FINISHED METAL DOWNSPOUT BEYOND

E1

A-654

A1

A-654

2" DIAMETER CONTINUOUS BACKER ROD, TYPICAL

6" M

IN

COLD-FORMED FRAMING FASTENED TO BENT PLATE

B1

A-356

INTUMESCENT PAINT ON STEEL

TUBE FRAMING - TYPICAL AT

CLERESTORY

6.9

5' - 0"

1" M

IN

1/2" / 1'-0"

STEEL FRAMING

RE: STRUCTURAL

PANEL CLIP

ROOF GRIP

BEARING PLATE

5/8" FIBERGLASS MAT

GYPSUM SHEATHING

ROOF TRUSS

RE: STRUCTURAL

STEEL FRAMING

RE: STRUCTURAL

STEEL TUBE FRAMING

RE: STRUCTURAL

5/8" GYPSUM BOARD

ON 3 5/8" METAL STUD

FRAMING

ICE AND WATERSHIELD

MEMBRANE AIR BARRIER

6" COLD-FORMED

METAL STUD WITH

SLIP CONNECTION

CONTINUOUS BATT

INSULATION

SELF ADHERED AIR BARRIER AT

INTERSECTION OF ROOF PERIMETER

AND PARAPET WALL

STEEL DIAGONAL BRACING

RE: STRUCTURAL

STEEL TUBE FRAMING

RE: STRUCTURAL

STEEL FRAMING

RE: STRUCTURAL

6" COLD-FORMED

METAL STUD WITH

SLIP CONNECTION

STEEL FRAMING

RE: STRUCTURAL

5/8" FIBERGLASS MAT

GYPSUM SHEATHING

INTUMESCENT PAINT ON STEEL

TUBE FRAMING - TYPICAL AT

CLERESTORY

INTUMESCENT PAINT ON STEEL

TUBE FRAMING - TYPICAL AT

CLERESTORY

GENERAL NOTES:

1. REFERENCE SPECIFICATION SECTION 07 81 00 FOR

SPRAY-APPLIED FIRE-RESISTIVE MATERIALS SYSTEMS

ON STEEL STRUCTURE (NOT SHOWN FOR CLARITY ON

ALL WALL SECTIONS AND DETAILS).

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OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

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SCALE: 1" = 1'-0"

A1

EAVE DETAIL

SCALE: 1" = 1'-0"

A5

EAVE DETAIL

0 1/2' 1' 2'0 1/2' 1' 2'

M A

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CONTROLLED UNCLASSIFIED INFORMATION

CONTROLLED UNCLASSIFIED INFORMATION

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

2Q R

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-0

10 10.1

6"

1'

8 1/2"

1/ 2"

5/8" VERTICAL JOINT,

TYPICAL

5/8" FIBERGLASS MAT

GYPSUM SHEATHING

6" COLD-FORMED METAL

STUD @ 16" O.C. MAX CONTINUOUS FULL

THICKNESS BATT

INSULATION

3" THICK INSULATED

METAL WALL PANEL

STEEL COLUMN

RE: STRUCTURAL

6" COLD-FORMED

METAL STUD @

16" O.C. MAX

5/8" FIBERGLASS MAT

GYPSUM SHEATHING

CONTINUOUS FULL THICKNESS

BATT INSULATION

3" THICK INSULATED

METAL WALL PANEL

5/8" VERTICAL JOINT,

TYPICAL

CONTINUOUS 6"

COLD-FORMED

METAL STUDS

DOUBLED 6"

COLD-FORMED

METAL STUDS

AIR BARRIER MEMBRANE

PRE-FORMED CORNER

(TRIMLESS CORNER),

TYPICAL

SECOND FLOOR

118' - 0"

6" M

IN

EPDM MEMBRANE ROOFING

ON 5/8" FIBERGLASS MAT

GYPSUM COVERBOARD

2" (OR 3") POLYSTYRENE

RIGID INSULATION

2 LAYERS OF 2" (TOTAL 4")

POLYISOCYANURATE RIGID

INSULATION OVER 5/8" FIBERGLASS

MAT GYPSUM SHEATHING

FULLY ADHERED EPDM

MEMBRANE ROOFING

TERMINATION BAR

SELF ADHERED AIR BARRIER AT

INTERSECTION OF ROOF

PERIMETER AND PARAPET WALL

INTEGRALLY COLORED INSULATED ARCHITECTURAL

PRECAST CONCRETE WALL PANEL 8"1' - 0"

CONCRETE FLOOR SLAB

RE: STRUCTURAL

METAL TRACK SET IN

CONTINUOUS BED OF SEALANT

METAL STUD AND GYPSUM

BOARD WALL

FULL THICKNESS BATT

INSULATION

METAL STUD AND GYPSUM

BOARD WALL

WALL BASE

RE: ROOM FINISH SCHEDULE

ACCESS FLOOR SYSTEM

ACCESS FLOOR PEDESTAL

STRUCTURAL BEAMS

RE: STRUCTURE

METAL ROOF DECK

RE: STRUCTURE

STRUCTURAL BEAMS

RE: STRUCTURE

METAL DECK

RE: STRUCTURE

2" DIAMETER CONTINUOUS

BACKER ROD

10 10.1

PANEL CLIP

ROOF GRIP

BEARING PLATE

CURVED STANDING SEAM METAL ROOF PANELS

2 LAYERS OF 2" (TOTAL 4") POLYISOCYANURATE

RIGID INSULATION WITH STAGGERED JOINTS

EACH WAY

2 LAYERS OF 1/4" GLASS FACED GYPSUM COVER

BOARD - STAGGER JOINTS EACH WAY

2" POLYSTYRENE RIGID INSULATION

SELF-ADHERED AIR

BARRIER

PRE-FINISHED METAL

SOFFIT PANEL ON 3 5/8"

METAL STUDS

5/8" GYPSUM BOARD

CEILING ON 3 5/8"

METAL STUD FRAMING

ROOF TRUSS

RE: STRUCTURAL

STEEL FRAMING

RE: STRUCTURAL

STEEL TUBE FRAMING

RE: STRUCTURAL

ICE AND WATERSHIELD

MEMBRANE AIR BARRIER

6" COLD-FORMED

METAL STUD WITH

SLIP CONNECTION

CONTINUOUS FULL

THICKNESS BATT

INSULATION

COLD-FORMED FRAMING

FASTENED TO BENT PLATE

FILL SPACE BETWEEN TOP OF

METAL PANEL AND ROOF DECK

WITH SPRAY FOAM

CONTINUOUS GALVANIZED PLATE

CONTINUOUS BENT PLATE

INSULATED METAL

WALL PANEL

SELF-ADHERED AIR BARRIER

ON 5/8" FIBERGLASS MAT

SHEATHING

CONTINUOUS SEALANT AND BACKER ROD

CONTINUOUS

BENT PLATE

WINDOW ASSEMBLY

TREATED WOOD BLOCKING

1/2"7 1/2"

CONTINUOUS SEALANT

AND BACKER ROD

5/8" GLASS FACED GYPSUM

COVER BOARD - TAPED AND

SEALED

INTUMESCENT PAINT ON STEEL

TUBE FRAMING - TYPICAL AT

CLERESTORY

GENERAL NOTES:

1. REFERENCE SPECIFICATION SECTION 07 81 00 FOR

SPRAY-APPLIED FIRE-RESISTIVE MATERIALS SYSTEMS

ON STEEL STRUCTURE (NOT SHOWN FOR CLARITY ON

ALL WALL SECTIONS AND DETAILS).

D E

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OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

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ID

1 753 92 864 10

A

B

C

D

E

F

G

/1

/2

V D

Y D

A-356

K Y

A R

O S

A C

O H

E N

R N

E D

D O

/1

/2

A

-3 .D

W G

S E

C T

IO

N

D E

T A

IL

S

SCALE: 1 1/2" = 1'-0"

D6

INSULATED METAL WALL PANEL OUTSIDE CORNER PLAN DETAIL

0 1/2' 1' 1 1/2'

SCALE: 1 1/2" = 1'-0"

A6

SECTION DETAIL

0 1/2' 1' 1 1/2'

SCALE: 3" = 1'-0"

B1

INSULATED METAL WALL PANEL DETAIL

0 3" 6" 9"

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

C

E R

T

IF

IE

D

F

IN

A L

I S

S U

E D

F O

R B

ID

D

E C

CONTROLLED UNCLASSIFIED INFORMATION

CONTROLLED UNCLASSIFIED INFORMATION

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

2Q R

R

_P la ns _V ol _I

I_ (2 of 3)

-0

C

7 8 9 106.9 10.18.3 8.7

A

8.1 8.9

A-801

A1

C4

A-452

E7

A-452

E1

A-456

A1

A-451

E1

A-452

E1

A-451

E4

A-451 A4

A-451

C7

A-451

LOBBY

VEST.

9" 30' - 0" 3' - 6" 5' - 6" 13' - 0" 4' - 6" 3' - 6" 30' - 0" 9"

1001A

1002A 1002B

1001B

A-783C1

P10 P10

SF03

CW04

CW01

SF02

SF04

P17c

P17c

P17c

P10

P10

CW03

CW02

CW03

CW06

CW05

P17g P17a

P17g

P17a P17g

P17a

P17g

P17a

P17f

P17

P17f

P17

P17

P17

P10P10P17c

P17c

P17c

P17c

P20 P20

P20

P17 P17 P17P17

P17c

P17c

P35

P17c

P17c P19b

P17

P17 P17

P20

P17 P17

P17 P20

P17cP17c

P17c

P10

P17c

P10

CELL PHONE CUBBIES -

REFERENCE DRAWING A-783

1018B

7.3 9.7

A-802

A1

P1

P1

GENERAL NOTE:

1. SEE ALSO DRAWING A-731 FOR FINISH

ASSIGNMENTS.

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

P

L O

T D

A T

E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

S O

L

IC

IT

A

T

IO

N N

O

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

U

IS

V

IL

L E

D

IS

T R

IC

T

L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

P R

O J E

C T

N O

K

R S

M

S C

O T

T A

IR

F

O R

C E

B A

S E

IL

L

IN

O

IS

J O

IN

T

O P

E R

A T

IO

N

S

M

IS

S

IO

N P

L A

N N

IN

G

C E

N T

M

P C

A S

S H

O W

N

C E

R T

IF

IE

D F

IN

A

L

IS

S

U E

D F

O R

B

ID

1 753 92 864 10

A

B

C

D

E

F

G

/1

/2

V D

Y D

A-401

K Y

A R

O S

A C

O H

E N

T L E

E

/1

/2

A

-4 .D

W G

E N

L A

R G

E D

L O

B B

Y P

L A

N

SCALE: 1/4" = 1'-0"

A1

ENLARGED LOBBY PLAN - LOBBY 1001

0 2' 4' 8'

N

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

C

E R

T

IF

IE

D

F

IN

A L

I S

S U

E D

F O

R B

ID

D

E C

CONTROLLED UNCLASSIFIED INFORMATION

CONTROLLED UNCLASSIFIED INFORMATION

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

2Q R

R

_P la ns _V ol _I

I_ (2 of 3)

-0

C

2 3 43.8

A

2.1 2.9

1054B1054A

1055A 1055B

SF04

SF02

SF03

CW10

CW09

CW09

P17

P20

P17 P17

P20

P17 P17

23' - 10 1/2" 3' - 9"2' - 3 3/4" 3' - 9" 2' - 3 3/4"

A-801

E1

A7

A-455

C7

A-454

A4

A-454

E4

A-454

E1

A-454

FFCC

LOBBY

VEST.

30' - 0" 3' - 6" 23' - 0" 3' - 6" 20' - 6" 9' - 6"

P17

P17f

P17

P17a

P17a

P7

P17c

P17c

P33

P33

P33

P33

P33

P33

P33

P33

P17c

P17c P33 P17c P17c

P17c

P33

P10

P14a

P14a

P17 P17

P17

P17

P17P17 P17P20

P20

CW08

CW07

P17

P17

P17

CW12

CW11

1056B 1056C1056A

3.91.3

A-783 E4

A-783C5

1054C

A-802

E1

P33

P17a

P17g

P17a

P17g P17g

P17a P17a

P17g

P33

CELL PHONE CUBBIES -

REFERENCE DRAWING A-783

CELL PHONE CUBBIES -

REFERENCE DRAWING A-783

P33

GENERAL NOTE:

1. SEE ALSO DRAWING A-731 FOR FINISH

ASSIGNMENTS.

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

P

L O

T D

A T

E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

S O

L

IC

IT

A

T

IO

N N

O

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

U

IS

V

IL

L E

D

IS

T R

IC

T

L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET ID

P R

O J E

C T

N O

K

R S

M

S C

O T

T A

IR

F

O R

C E

B A

S E

IL

L

IN

O

IS

J O

IN

T

O P

E R

A T

IO

N

S

M

IS

S

IO

N P

L A

N N

IN

G

C E

N T

M

P C

A S

S H

O W

N

C E

R T

IF

IE

D F

IN

A

L

IS

S

U E

D F

O R

B

ID

1 753 92 864 10

A

B

C

D

E

F

G

/1

/2

V D

Y D

A-402

K Y

A R

O S

A C

O H

E N

T L E

E

/1

/2

A

-4 .D

W G

E N

L A

R G

E D

L O

B B

Y P

L A

N

SCALE: 1/4" = 1'-0"

A1

ENLARGED LOBBY PLAN - LOBBY 1054

0 2' 4' 8'

N

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

C

E R

T

IF

IE

D

F

IN

A L

I S

S U

E D

F O

R B

ID

D

E C

CONTROLLED UNCLASSIFIED INFORMATION

CONTROLLED UNCLASSIFIED INFORMATION

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

2Q R

R

_P la ns _V ol _I

I_ (2 of 3)

-0

10 1110.1

RESTRM.

(M)

RESTRM.

(W)

CORRIDOR

9'

/1 6"

9'

1/

6'

/8

3'

/4

5' - 6 5/8"

A-410D3 D1

F4

F1

A-410

A4

7' - 2"

12' - 0" CLEAR

C

LE

A R

1'

TANDEM

ELECTRIC

WATER

COOLER

(EWC)

7' - 2"

C

LE

A R

2'

C

LE

A R

2'

P3 P6b

P6b

P24

P9

P9

P9

P29

P24

P4

P23

P4

P6b

P4

P4

P3

P23

P6b

GRIDLINE TO

FACE OF

CONCRETE SLAB

P18j

A1

D5A7

TA-02

TA-02

TA-02

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