471311_Poe Ship Arrestors_AMENDMENT_0001_Plans.pdf

HSS8X2X1/4

1'

6" 3'

/2

3'

/2

3'

/2

3'

/2

1'

6"

HSS8X2X1/4

HSS8X2X1/4

HSS8X2X1/4

HSS8X2X1/4

3' - 10 1/2"

7' - 9"

3' - 10 1/2"

HSS2.5x0.25

LIFTING POSTC5

SF301

C7

SF301

H

SS

8x 4x

1/

'-1

5/ 8"

H

SS

8x 4x

1/

'-4

1.

5B

-1 8 HSS2.5x0.25

LIFTING POST

4-PT LIFT SLING

(BY OTHERS)

6" CONCRETE WALL (BELOW)

1' - 5 1/2" 16' - 8 1/2"

A7

SF201

D7

SF201

1'

8" 3'

/2

3'

/2

3'

/2

3'

/2

1'

8"

2' - 4 1/2" 10' - 9" 5' - 0 1/2"

W10x22

W8X10

(TYP x10)

0"

18' - 2"

6" CONCRETE WALL

W/ #5 @ 18" OC, EW,

TYP

SF301

A7

W8X10 L2 -1

/2X 2-

1/2 X1

/4

SF301

A5

L2-1/2X2-1/2X1/4

W8X10

W8X10 W8X10

W8X10HSS3-1/2x2x1/4

W10x22

F3

SF301

F7

SF301

TYP

TYP

EO

D

'-0

W x2

'-2

/8

W x2

'-8

EO

D

'-9

/4

1.

5B

-1

SF301

A7

SF301

A5

SIM SIM

DOOR/LOUVER

(SEE ARCH FOR

SIZE/LOCATION)

(TYP x10)

SF301

A5

SF301

A7

F3

SF301

2' - 4 1/2" 10' - 9" 5' - 0 1/2"

1'

8" 3'

/2

3'

/2

3'

/2

3'

/2

1'

8"

6" CONCRETE WALL

W/ #5 @ 18" OC, EW,

TYP

W8X10

W8X10

W8X10

W10x22

W x2

W x2

W8X10

W8X10

W8X10

HSS3-1/2x2x1/4

W10x22

L2 -1

/2 x2

-1 /2 x1 /4L2-1/2x2-1/2x1/4

D7

SF201

A7

SF201

F7

SF301

EO

D

'-0

W x2

'-2

/8

W x2

'-8

EO

D

'-9

/4

1.

5B

-1

SF301

A7

SF301

A5

SIM SIM

TYP

TYP

DOOR/LOUVER

(SEE ARCH FOR

SIZE/LOCATION)

6" CONCRETE WALL

W/ #5 @ 18" OC, EW,

TYP

D1

SF201

A5

SF201

W8X10

W8X10 W8X10

W8X10

W8X10

W 8X

1' - 4 1/2" 10' - 9" 6' - 0 1/2"

A1

SF201

HSS3-1/2x2x1/4 (TYP x10)

L2 -1

/2 x2

-1 /2 x1 /4L2-1/2x2-1/2x1/4

W10x22

W10x22

F7

SF301 SF301

A5

SF301

A7

TYP

TYP

EO

D

'-0

W x2

'-3

/8

W x2

'-8

/2

EO

D

'-9

/4

F3

SF301

1.5B-18 1.

5B -1

SF301

A7

SF301

A5

SIM SIM

1'

6" 3'

/2

3'

/2

3'

/2

5'

1/ 2"

2' - 3" 3' - 10"

7'

0" 5'

8"

5'

DOOR/LOUVER

(SEE ARCH FOR

SIZE/LOCATION)

F7

SF301

SF301

A5

SF301

A7

F3

SF301

6" CONCRETE WALL

W/ #5 @ 18" OC, EW,

TYP

1' - 4 1/2" 10' - 9" 6' - 0 1/2"

W10x22

W10x22

W8X10

W8X10

W8X10W8X10

W8X10

W8X10

HSS3-1/2x2x1/4

L2 -1

/2 x2

-1 /2 x1 /4L2-1/2x2-1/2x1/4

W 8X

10(TYP x10)

D1

SF201

A1

SF201

A5

SF201

TYP

TYP

EO

D

'-0

W x2

'-3

/8

W x2

'-8

/2

EO

D

'-9

/4

1.5B-18

1.

5B

-1

SF301

A7

SF301

A5

SIMSIM

2' - 3" 3' - 10"

DOOR/LOUVER

(SEE ARCH FOR

SIZE/LOCATION)

7'

0" 5'

8"

5'

C7

SF301

C5

SF301

HSS8X2X1/4

HSS8X2X1/4

HSS8X2X1/4

HSS8X2X1/4

1'

8" 3'

/2

3'

/2

3'

/2

3'

/2

1'

8"

H

SS

8x 4x

1/

'-1

5/ 8"

H

SS

8x 4x

1/

'-4

1.

5B

-1

HSS2.5x0.25

LIFTING POST

HSS2.5x0.25

LIFTING POST

4-PT LIFT SLING

(BY OTHERS)

2' - 5 1/2" 15' - 8 1/2"

6" CONCRETE WALL (BELOW)

US Army Corps of Engineers ®

SHEET ID

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CERTIFIED FINAL - READY TO ADVERTISEProjects\Soo Area Office\Active Projects\Soo Locks MRR Projects\CG-St Marys River, MI (471311) - Poe Lock Ship Arrestor

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SF121

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O F

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B2

SH

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N

SCALE: 1/4" = 1'-0"D7

MON NS-3 REMOVABLE HATCH

SCALE: 1/4" = 1'-0"D4

MON N-51 ROOF PLAN

SCALE: 1/4" = 1'-0"A4

MON S-51 ROOF PLAN

SCALE: 1/4" = 1'-0"D1

MON N-3 ROOF PLAN

SCALE: 1/4" = 1'-0"A1

MON S-3 ROOF PLAN

SCALE: 1/4" = 1'-0"A7

MON NS-51 REMOVABLE HATCH

ROOF PLAN NOTES

1. DIMENSIONS ARE FROM INSIDE FACE OF 6" CONCRETE WALL (OR CENTER

OF BEAM). VERIFY ALL WALL LOCATIONS AND OPENINGS WITH ARCH.

2. TOP OF STEEL BEAM (OR DECK BEARING) ELEVATION ARE DENOTED ON

PLANS AS (+12'-0") REFERENCED FROM "T/LOCK WALL" ELEVATION (0'-0").

3. SEE SF002 FOR ROOF DECK FASTENING SCHEDULE (1.5B-18).

4. ALL VENT ROOM STEEL TO BE EPOXY COATED AND ANNUALLY INSPECTED

(RE-EPOXY AS NEEDED).

0 0.5' 1' 2'

N

0 0.5' 1' 2'

N

0 0.5' 1' 2'

N

0 0.5' 1' 2'

N

0 0.5' 1' 2'

N

0 0.5' 1' 2'

N

R

EV

IS

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IN

A C

C O

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AN

C

E W

IT

H

A M

EN

D

M

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T

A P R

T/PARAPET

136' - 0"

T/LOCK WALL

121' - 0"

T/STEEL

133' - 0"

2' - 4 1/2" 10' - 9" 5' - 0 1/2"

/8

/4

HSS2.5x0.25 LIFTING

POST W/ HOIST RING

HSS8x2x1/4

ROOF DECK

(PER PLAN)HSS3-1/2x2x1/4

POST (10 3/4" TALL)

W10x22

VENEER PER

ARCH WORK

6" ONE-SIDED ICF WALL

(REINFORCE PER PLAN)

W8x10 W10x22 GIRDER

(TOP = 12'-2 5/8")

W10x22 GIRDER

(TOP = 12'-8")

HSS8x4x1/4

(TOP = 14'-4")

W8x10

SF301

C5

SF301

C5

SF301

F7

SF301

F7

SIM

TYP

TYP

1'

6" 1'

8"

1'

6"

1'

8"

2' - 5 1/2"

HSS8x4x1/4

(TOP = 13'-10 5/8")

5' - 1 1/2"

L5x3x1/4 ANGLE

(BOT = 12'-9 1/4")

L5x3x1/4 ANGLE

(BOT = 12'-0")SF301

F5SF301

F5

CONCRETE STEM

WALL BASE

T.O. STEM WALL

122' - 8"

T/ VENT PARAPET

132' - 0"

HSS8x2x1/4 (W/ LIFTING POST)

HSS8x2x1/4HSS8x2x1/4

HSS2.5x0.25 LIFTING

POST W/ HOIST RING

HSS8x2x1/4

ROOF DECK

(PER PLAN)

HSS3-1/2x2x1/4 POST (TYP x5 PER GIRDER)

W10x22 GIRDER

W10x22

SF301

C7

SF301

C7

SIM

HSS8x4x1/4

SF301

F7

SF301

F7

VENEER PER

ARCH WORK

6" ONE-SIDED ICF WALL

(REINFORCE PER PLAN)

1' - 8" 15' - 6" 1' - 8"

TYP

TYP

W10x22

+1 2'

-2

/8

O R

'-8

1'

8" 1'

6"

CONCRETE STEM

WALL BASE

6' - 0 1/2"10' - 9"1' - 4 1/2"

/8

/2

/4

L5x3x1/4 ANGLE W/

1/2" DIA ANCHORS

(EPOXY COATED)

W8x10

(EPOXY COATED)

1' - 3" 1' - 0" 3' - 10"

HSS2.5x0.25 LIFTING

POST W/ HOIST RING

HSS8x2x1/4

ROOF DECK (PER PLAN)HSS3-1/2x2x1/4

POST (10 1/4" TALL)

W10x22

HSS8x4x1/4

(TOP = 13'-10 5/8")

VENEER PER

ARCH WORK

6" ONE-SIDED ICF WALL

(REINFORCE PER PLAN)

W8x10 W10x22 GIRDER

(TOP = 12'-3 1/8")

W10x22 GIRDER

(TOP = 12'-8 1/2")

HSS8x4x1/4

(TOP = 14'-4")

W8x10

SF301

C5

SF301

C5

SIM

SF301

F7

SF301

F7

TYP

TYP

1'

6" 1'

1/ 2"

1'

6" 1'

1/ 2"

L5x3x1/4 ANGLE

(BOT = 12'-9 1/4")

L5x3x1/4 ANGLE

(BOT = 12'-0")

6' - 1 1/2"

1' - 5 1/2"

SF301

F5SF301

F5

CONCRETE STEM

WALL BASE

ROOF DECK (PER PLAN)

(EPOXY COATED)

SF301

F3

SIM

LOUVER (TYP OPENING)

(SEE ARCH FOR ALL WALL

OPENINGS SIZE/LOCATION)

1/2" (GAP)

NOTE: ALL VENT ROOM STEEL TO BE EPOXY COATED

CMU VENEER

SUPPORT PER

ARCH WORK

VENEER PER ARCH WORK

ROOF DECK (PER PLAN)

(EPOXY COATED)

SF301

F7

SF301

F7

5' - 8"

VENEER PER

ARCH WORK

6" ONE-SIDED ICF WALL

(REINFORCE PER PLAN)

CONCRETE STEM

WALL BASE

SIM SIM

L5x3x1/4 ANGLE

(EPOXY COATED)

W8x10 (EPOXY COATED)

3/8" SINGLE PL W/

(2) 3/4" DIA BOLTS

(EPOXY COATED)

1/2" EMBED PL W/

(6) 1/2" DIA. HCA

(EPOXY COATED)

NOTE: ALL VENT ROOM STEEL TO BE EPOXY COATED

T/PARAPET

136' - 0"

T/LOCK WALL

121' - 0"

T/STEEL

133' - 0"

HSS8x2x1/4 HSS8x2x1/4

HSS3-1/2x2x1/4 POST (TYP x5 PER GIRDER)

W10x22 GIRDER

W10x22

SF301

C7

SF301

C7

SIM

HSS8x4x1/4 SF301

F7

SF301

F7

VENEER PER

ARCH WORK

6" ONE-SIDED ICF WALL

(REINFORCE PER PLAN)

1' - 6" 15' - 6" 1' - 6"

TYP

1'

6" 1'

1/ 2"

+1 2'

-3

/8 " O

R

'-8

/2

W10x22

HSS8x2x1/4 (W/ LIFTING POST) HSS8x2x1/4

HSS2.5x0.25 LIFTING

POST W/ HOIST RING

ROOF DECK

(PER PLAN)

SIM

TYP

TYP

CONCRETE STEM

WALL BASE

T.O. STEM WALL

122' - 8"

T/ VENT PARAPET

132' - 0"

US Army Corps of Engineers ®

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CERTIFIED FINAL - READY TO ADVERTISEProjects\Soo Area Office\Active Projects\Soo Locks MRR Projects\CG-St Marys River, MI (471311) - Poe Lock Ship Arrestor

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Local path:

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SF201

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

A4

SF121 D7

MON NS-51 NORTH ELEVATION

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

A4

SF121 A7

MON NS-51 EAST ELEVATION

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

A1

SF121 D1

MON NS-3 NORTH ELEVATION

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

A1

SF121 A5

MON NS-3 (VENT) EAST ELEVATION

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

A1

SF121 A1

MON NS-3 (MAIN) EAST ELEVATION

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

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

0 1' 2' 4'

R

EV

IS

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IN

A C

C O

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AN

C

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IT

H

A M

EN

D

M

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T

A P R

A-201

D3

A-201

A3

A-201

D7

A-201

A7

1' - 3" 7' - 8 1/4" 10' - 5 3/4" 1' - 3"

1'

3"

1'

3"

18' - 2"

" MACHINE ROOM

BO

O

M

D4

A-301

A4

A-301

20' - 8"

A8

A-301

D8

A-301

DS

AIR VENT

DS

REMOVABLE FLOOR GRATING, SEE

STRUCTURAL FOR DETAILS

7'

0" 8'

2"

5'

100B

3'

1"

100A

"REMOVABLE" ROOF SECTION ABOVE

1' - 7 1/2"

MIN. CLEAR

10' - 3" 6' - 3 1/2"

1'

9"

M

IN

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LE

AR

1'

9"

A-202

A3

A-202

D3

A-202

D7

MACHINE ROOM

BO

O

M

1' - 3" 7' - 8 1/4" 10' - 5 3/4" 1' - 3"

18' - 2"

1'

3"

1'

3"

20' - 8" 6' - 1"

AIR VENT

5'

8'

2" 7'

0"

DS

300A

3'

1"

300B

DS

A4

A-301

D8

A-301

SIM

SIM

REMOVABLE FLOOR GRATING,

SEE STRUCTURAL FOR DETAILS

1' - 7 1/2" 10' - 3" 6' - 3 1/2"

1'

9"

1'

9"

"REMOVABLE" ROOF SECTION ABOVE

D4

A-301

A8

A-301

A-202

A7

MACHINE ROOM

BO

O

M

A-203

C4

1' - 3" 7' - 9" 10' - 5" 1' - 3"

18' - 2"

1'

3"

0" 1'

3"

20' - 8"

DS

3'

1"

200A

A4

A-301

SIM

SIM

1'

1'

18' - 2"

"REMOVABLE" ROOF SECTION ABOVE

MACHINE ROOM

BO

O

M

A-203

A7

18' - 2" 1' - 3"

400A

A4

A-301

D8

A-301

SIM

SIM

20' - 8"

1' - 3" 7' - 9" 10' - 5" 1' - 3"

1'

3"

0" 1'

3"

"REMOVABLE" ROOF SECTION ABOVE

1' - 7 1/2" 10' - 3"

1'

1'

A-203

C1 Sim

A-203

A4

Si m

A-203

C4

Sim

DS

XX

X

ROOM NUMBER

DOOR SYMBOL

DOWNSPOUT

LEGEND - FLOOR PLANS

ROOM NAME

1. ALL DIMENSIONS ARE TO FACE OF MASONRY,

CONCRETE, METAL STUD, OR ICF RIGID

INSULATION, OR MASONRY OPENING OF DOORS,

WINDOWS OR OTHER MISC. OPENING, U.N.O.

2. DIMENSIONS MAREKD AS "CLEAR" DICTATE THE

REQUIRED CLEAR DIMENSION FROM FACE OF

FINISH TO FACE OF FINISH.

3. ALL DOOR FRAME ROUGH OPENINGS ARE 6"

FROM PERPENDICULAR WALL FRAMING, U.N.O.

4. ALL NOTES AND DETAILS INDICATED AS TYPICAL

(TYP) SHALL BE APPLICABLE TO ALL SIMILAR

CONDITIONS, U.N.O.

5. REFERENCE SHEET A-611 FOR DOOR TYPES,

ELEVATIONS AND SCHEDULE.

6. ALL MASONRY EXPANSION JOINTS SHALL BE 3/8",

U.N.O.

GENERAL NOTES - FLOOR PLANS

US Army Corps of Engineers ®

SHEET ID

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1/4" = 1'-0"D2 PLAN MON N-3

1/4" = 1'-0"A2 PLAN MON S-3

1/4" = 1'-0"D5 PLAN MON N-51

1/4" = 1'-0"A5 PLAN MON S-51

0 2' 4' 8' 0 2' 4' 8'

0 2' 4' 8' 0 2' 4' 8'

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1/ 2"

1'

-0

1/2" / 1'-0"

1/2" / 1'-0"

CONTINUOUS METAL

COPING (X2), TYP

REMOVABLE

ROOF SECTION

80 MIL PVC MEMBRANE

ROOF (X4), TYP

CONTINUOUS METAL

COPING (X2), TYP

80 MIL PVC MEMBRANE

ROOF (X4), TYP

METAL CONDUCTOR HEAD

TO DOWNSPOUT (X6), TYP

1/2" / 1'-0"

1/2" / 1'-0"

1/ 2"

1'

-0

CONTINUOUS METAL

COPING (X2), TYP

REMOVABLE

ROOF SECTION

METAL CONDUCTOR HEAD

TO DOWNSPOUT (X6), TYP

CONTINUOUS METAL

COPING (X2), TYP

80 MIL PVC MEMBRANE

ROOF (X4), TYP

80 MIL PVC MEMBRANE

ROOF (X4), TYP

1/2" / 1'-0"

1/2" / 1'-0"

CONTINUOUS METAL

COPING (X2), TYP

REMOVABLE

ROOF SECTION

METAL CONDUCTOR HEAD

TO DOWNSPOUT (X6), TYP

80 MIL PVC MEMBRANE

ROOF (X4), TYP

1/2" / 1'-0"

1/2" / 1'-0"

CONTINUOUS METAL

COPING (X2), TYP

REMOVABLE

ROOF SECTION

METAL CONDUCTOR HEAD

TO DOWNSPOUT (X6), TYP

80 MIL PVC MEMBRANE

ROOF (X4), TYP

1. REFERENCE MECHANICAL, PLUMBING, AND

STRUCTURAL DRAWINGS FOR EXACT LOCATION

AND DIMENSION OF EQUIPMENT AND PIPE WALL

AND ROOF PENETRATIONS.

2. CURBS, FLASHING AND MOUNTING SHALL BE PER

THE ROOF MANUFACTURER.

3. REFERENCE SPEC SECTION 07 54 19 POLYVINYL-

CHLORIDE ROOFING (PVC) ROOFING FOR

FURTHER INFORMATION REGARDING THE PVC

ROOFING REQUIREMENTS.

4. ALL WOOD BLOCKING OR SHEATHING USED TO

CONSTRUCTION THE ROOF AND/OR PARAPET

ASSEMBLIES SHALL BE FIRE TREATED.

GENERAL NOTES - ROOF PLAN

US Army Corps of Engineers ®

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1/4" = 1'-0"A1 ROOF PLAN MON S-3

1/4" = 1'-0"D1 ROOF PLAN MON N-3

1/4" = 1'-0"D5 ROOF PLAN MON N-51

1/4" = 1'-0"A5 ROOF PLAN MON S-51

0 2' 4' 8'

N

0 2' 4' 8'

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0 2' 4' 8'

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A-301

T.O. STEM WALL

122' - 8"

D8

A-301

0A

0B

CAST STONE

VENEER (X1)

METAL DOWNSPOUT AND

SCUPPER (X6) TO SPLASH

BLOCK

CONTINUOUS METAL COPING (X2)

INSULATED METAL DOOR

(X3), TYP

T/PARAPET

136' - 0"

T.O. PARAPET

132' - 0"

T.O. STEM WALL

122' - 8"

A4

A-301

A8

A-301

CONTINUOUS METAL COPING (X2)

CAST STONE VENEER (X1)

METAL DOWNSPOUT AND

SCUPPER (X6) TO SPLASH BLOCK

METAL LOUVER (X5) - COORDINATE

WITH MECHANICAL

CAST-IN-PLACE CONCRETE STEM WALL

T/PARAPET

136' - 0"

T.O. PARAPET

132' - 0"

T.O. STEM WALL

122' - 8"

A4

A-301

A8

A-301

CONTINUOUS METAL COPING (X2)

CAST STONE VENEER (X1)

METAL DOWNSPOUT AND SCUPPER (X6)

METAL LOUVER (X5) - COORDINATE

WITH MECHANICAL

CAST-IN-PLACE CONCRETE STEM WALL

T/PARAPET

136' - 0"

T.O. PARAPET

132' - 0"

D4

A-301

T.O. STEM WALL

122' - 8"

D8

A-301

CAST STONE VENEER (X1)

CAST-IN-PLACE CONCRETE STEM WALL

CONTINUOUS METAL COPING (X2)

T/PARAPET

136' - 0"

1. REFERENCE MECHANICAL AND PLUMBING

DRAWINGS FOR EXACT LOCATION AND

DIMENSION OF EQUIPMENT AND PIPE WALL AND

ROOF PENETRATIONS.

2. MANUFACTURER'S REFERENCED ARE INTENDED

TO DESIGN INTENT ONLY, AND ARE NOT INTENDED

TO LIMIT SELECTIONS FROM OTHER

MANUFACTURERS. WHEN ALTERNATE

SELECTIONS ARE SUBMITTED, SUBMITTAL SHALL

INCLUDE COLOR SAMPLES OF MATERIALS LISTED

FOR COMPARISON.

GENERAL NOTES - ELEVATIONS

US Army Corps of Engineers ®

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1/4" = 1'-0"A3 MON N-3 EAST ELEVATION

1/4" = 1'-0"D7 MON N-3 NORTH ELEVATION

1/4" = 1'-0"D3 MON N-3 SOUTH ELEVATION

1/4" = 1'-0"A7 MON N-3 WEST ELEVATION

EXTERIOR FINISH SCHEDULE

MARK COMPONENT BASIS OF DESIGN FINISH DESCRIPTION

X1 4"x16"x24" CAST STONE VENEER ECHELON MASONRY, FRANKLIN STONE FULL DEPTH VENEER COLOR: LIBERTY GRAY, TEXTURE: SMOOTH FACE, MORTAR TO MATCH X1

X2 CONTINUOUS PREFINISHED METAL COPING

AND FLASHING

COLOR: MATCH X1

X3 INSULATED METAL DOORS AND FRAMES COLOR: PAINT TO MATCH X1

X4 PVC ROOFING MEMBRANE (80 MIL) COLOR: GRAY

X5 LOUVERS COLOR: GRAY ANODIZED

X6 PREFINISHED METAL DOWNSPOUT,

CONDUCTOR HEAD AND SCUPPER

COLOR: MATCH X1

0 2' 4' 8' 0 2' 4' 8'

0 2' 4' 8'0 2' 4' 8'

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T.O. STEM WALL

122' - 8"

CAST STONE VENEER (X1)

METAL DOWNSPOUT AND

SCUPPER (X6) TO SPLASH BLOCK

0B

0A

D4

A-301

D8

A-301

CAST-IN-PLACE CONCRETE STEM WALL

CONTINUOUS METAL COPING (X2)

T/PARAPET

136' - 0"

INSULATED METAL

DOOR (X3), TYP

T.O. PARAPET

132' - 0"

T.O. STEM WALL

122' - 8"

CONTINUOUS METAL COPING (X2)

CAST STONE VENEER (X1)

METAL DOWNSPOUT AND

SCUPPER (X6) TO SPLASH BLOCK

METAL LOUVER (X5) - COORDINATE

WITH MECHANICAL

A8

A-301

D4

A-301

CAST-IN-PLACE CONCRETE STEM WALL

T/PARAPET

136' - 0"

T.O. PARAPET

132' - 0"

T.O. STEM WALL

122' - 8"

CONTINUOUS METAL COPING

CAST STONE VENEER

METAL DOWNSPOUT AND

SCUPPER TO SPLASH BLOCK

METAL LOUVER - COORDINATE

WITH MECHANICAL

D8

A-301 A8

A-301

CAST-IN-PLACE CONCRETE STEM WALL

T/PARAPET

136' - 0"

T.O. PARAPET

132' - 0"

1. REFERENCE MECHANICAL AND PLUMBING

DRAWINGS FOR EXACT LOCATION AND

DIMENSION OF EQUIPMENT AND PIPE WALL AND

ROOF PENETRATIONS.

2. MANUFACTURER'S REFERENCED ARE INTENDED

TO DESIGN INTENT ONLY, AND ARE NOT INTENDED

TO LIMIT SELECTIONS FROM OTHER

MANUFACTURERS. WHEN ALTERNATE

SELECTIONS ARE SUBMITTED, SUBMITTAL SHALL

INCLUDE COLOR SAMPLES OF MATERIALS LISTED

FOR COMPARISON.

GENERAL NOTES - ELEVATIONS

T.O. STEM WALL

122' - 8"

CAST STONE VENEER (X1)

CAST-IN-PLACE CONCRETE STEM WALL

CONTINUOUS METAL COPING (X2)

D8

A-301

D4

A-301

T/PARAPET

136' - 0"

US Army Corps of Engineers ®

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1/4" = 1'-0"A3 MON S-3 EAST ELEVATION

1/4" = 1'-0"D7 MON S-3 NORTH ELEVATION

1/4" = 1'-0"D3 MON S-3 SOUTH ELEVATION

1/4" = 1'-0"A7 MON S-3 WEST ELEVATION

EXTERIOR FINISH SCHEDULE

MARK COMPONENT BASIS OF DESIGN FINISH DESCRIPTION

X1 4"x16"x24" CAST STONE VENEER ECHELON MASONRY, FRANKLIN STONE FULL DEPTH VENEER COLOR: LIBERTY GRAY, TEXTURE: SMOOTH FACE, MORTAR TO MATCH X1

X2 CONTINUOUS PREFINISHED METAL COPING

AND FLASHING

COLOR: MATCH X1

X3 INSULATED METAL DOORS AND FRAMES COLOR: PAINT TO MATCH X1

X4 PVC ROOFING MEMBRANE (80 MIL) COLOR: GRAY

X5 LOUVERS COLOR: GRAY ANODIZED

X6 PREFINISHED METAL DOWNSPOUT,

CONDUCTOR HEAD AND SCUPPER

COLOR: MATCH X1

0 2' 4' 8' 0 2' 4' 8'

0 2' 4' 8' 0 2' 4' 8'

R

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IN

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D at e

0A

CAST STONE VENEER (X1)

METAL DOWNSPOUT AND

SCUPPER (X6) TO SPLASH BLOCK

D4

A-301

SIM

CAST-IN-PLACE CONCRETE STEM WALL

CONTINUOUS METAL COPING (X2)

T/PARAPET

136' - 0"

INSULATED

METAL DOOR

(X3), TYP

T.O. STEM WALL

122' - 8"

CAST STONE VENEER (X1)

METAL DOWNSPOUT AND

SCUPPER (X6) TO SPLASH BLOCK

D8

A-301

SIMCONTINUOUS METAL COPING (X2)

CAST-IN-PLACE CONCRETE STEM WALL

T/PARAPET

136' - 0"

T.O. STEM WALL

122' - 8"

CAST STONE VENEER (X1)

D8

A-301

SIM

METAL DOWNSPOUT AND

SCUPPER (X6) TO SPLASH BLOCK

CAST-IN-PLACE CONCRETE STEM WALL

CONTINUOUS METAL COPING (X2)

T/PARAPET

136' - 0"

T.O. STEM WALL

122' - 8"

D8

A-301

SIM

CAST STONE VENEER (X1)

CAST-IN-PLACE CONCRETE STEM WALL

CONTINUOUS METAL COPING (X2)

T/PARAPET

136' - 0"

1. REFERENCE MECHANICAL AND PLUMBING

DRAWINGS FOR EXACT LOCATION AND

DIMENSION OF EQUIPMENT AND PIPE WALL AND

ROOF PENETRATIONS.

2. MANUFACTURER'S REFERENCED ARE INTENDED

TO DESIGN INTENT ONLY, AND ARE NOT INTENDED

TO LIMIT SELECTIONS FROM OTHER

MANUFACTURERS. WHEN ALTERNATE

SELECTIONS ARE SUBMITTED, SUBMITTAL SHALL

INCLUDE COLOR SAMPLES OF MATERIALS LISTED

FOR COMPARISON.

GENERAL NOTES - ELEVATIONS

T.O. STEM WALL

122' - 8"

0A

CAST STONE VENEER (X1)

METAL DOWNSPOUT AND

SCUPPER (X6) TO SPLASH BLOCK

CONTINUOUS METAL COPING (X2)

CAST-IN-PLACE CONCRETE STEM WALL

T/PARAPET

136' - 0"

INSULATED METAL

DOOR (X3), TYP

US Army Corps of Engineers ®

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1/4" = 1'-0"A1 MON N-51 EAST ELEVATION

1/4" = 1'-0"C4 MON N-51 NORTH ELEVATION

1/4" = 1'-0"C1 MON N-51 SOUTH ELEVATION

1/4" = 1'-0"A4 MON N-51 WEST ELEVATION

1/4" = 1'-0"A7 MON S-51 EAST ELEVATION

EXTERIOR FINISH SCHEDULE

MARK COMPONENT BASIS OF DESIGN FINISH DESCRIPTION

X1 4"x16"x24" CAST STONE VENEER ECHELON MASONRY, FRANKLIN STONE FULL DEPTH VENEER COLOR: LIBERTY GRAY, TEXTURE: SMOOTH FACE, MORTAR TO MATCH X1

X2 CONTINUOUS PREFINISHED METAL COPING

AND FLASHING

COLOR: MATCH X1

X3 INSULATED METAL DOORS AND FRAMES COLOR: PAINT TO MATCH X1

X4 PVC ROOFING MEMBRANE (80 MIL) COLOR: GRAY

X5 LOUVERS COLOR: GRAY ANODIZED

X6 PREFINISHED METAL DOWNSPOUT,

CONDUCTOR HEAD AND SCUPPER

COLOR: MATCH X1

0 2' 4' 8' 0 2' 4' 8'

0 2' 4' 8' 0 2' 4' 8' 0 2' 4' 8'

R

EV

IS

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IN

A C

C O

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C

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H

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D

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CONTINUOUS METAL COPING (X2)

COORDINATE ANCHOR

OF STEEL WITH STRUCTURAL

4"D X 16"H X 24"W CAST

STONE VENEER UNIT (X1)

CONCRETE STUB WALL

COORDINATE WITH STRUCTURAL

FELT BACKED PVC ROOFING (X4), FULLY ADHERED (80

MIL.) OVER 1/2" EXTERIOR GYPSUM COVERBOARD

OVER 6" RIGID INSULATION (R-30 MIN.) OVER SELF-

ADHERING AIR/VAPOR BARRIER OVER 1/2" EXTERIOR

GYPSUM UNDERLAYMENT OVER 1-1/2" METAL DECKING

ANCHOR TO STUB WALL

PER MANUFACTURER

FELT BACKED PVC ROOFING (X4), FULLY ADHERED (80

MIL.) OVER 1/2" EXTERIOR GYPSUM COVERBOARD

OVER 1" RIGID INSULATION OVER SELF-ADHERING

AIR/VAPOR BARRIER OVER 1/2" EXTERIOR GYPSUM

UNDERLAYMENT OVER 1-1/2" METAL DECKING

T/PARAPET

136' - 0"

T.O. PARAPET

132' - 0"

4"D X 8"H X 16"W

CONCRETE MASONRY

UNIT IN INTERIOR OF AIR

VENT

A-521

T.O. STEM WALL

122' - 8"

CONTINUOUS METAL COPING (X2)

COORDINATE ANCHOR

OF STEEL WITH STRUCTURAL

ICF CONCRETE (ICF WALL)

3" INSULATION (ICF WALL) (R-15 MIN.)

1 3/4" AIRSPACE

4"D X 16"H X 24"W CAST

STONE VENEER UNIT (X1)

CONCRETE STUB WALL

COORDINATE WITH STRUCTURAL

1' - 3"

FELT BACKED PVC ROOFING (X4), FULLY ADHERED (80

MIL.) OVER 1/2" EXTERIOR GYPSUM COVERBOARD

OVER 6" RIGID INSULATION (R-30 MIN.) OVER SELF-

ADHERING AIR/VAPOR BARRIER OVER 1/2" EXTERIOR

GYPSUM UNDERLAYMENT OVER 1-1/2" METAL DECKING

ANCHOR TO STUB WALL

PER MANUFACTURER

A-521

A3

T/PARAPET

136' - 0"

T.O. STEM WALL

122' - 8"

3" INSULATION (ICF WALL)

1 3/4" AIRSPACE

4"D X 16"H X 24"W CAST

STONE VENEER UNIT (X1)

VENEER SUPPORT, COORDINATE

WITH STRUCTURAL

CONTINUOUS METAL COPING (X2)

FELT BACKED PVC ROOFING (X4), FULLY ADHERED

(80 MIL.) OVER 1/2" EXTERIOR GYPSUM COVERBOARD

OVER 1" RIGID INSULATION OVER SELF-ADHERING

AIR/VAPOR BARRIER OVER 1/2" EXTERIOR GYPSUM

UNDERLAYMENT OVER 1-1/2" METAL DECKING

T.O. PARAPET

132' - 0"

US Army Corps of Engineers ®

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3/4" = 1'-0"A5 WALL SECTION 02

3/4" = 1'-0"A8 WALL SECTION 01

3/4" = 1'-0"A2 WALL SECTION AT AIR VENT

ANCHOR TO STUB WALL

PER MANUFACTURER

3'1'0 6" 2' 3'1'0 6" 2' 3'1'0 6" 2'

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3" RIGID INSULATION

1/2" EXTERIOR GYPSUM SHEATHING

FELT BACKED PVC ROOFING (X4),

FULLY ADHERED (80 MIL.) WRAPPING

OVER TOP OF CURB

FELT BACKED PVC ROOFING (X4),

FULLY ADHERED (80 MIL.) OVER 1/2"

EXTERIOR GYPSUM COVERBOARD

OVER 6" RIGID INSULATION (R-30

MIN.) OVER SELF-ADHERING

AIR/VAPOR BARRIER OVER 1/2"

EXTERIOR GYPSUM UNDERLAYMENT

OVER 1-1/2" METAL DECKING

20 GA. CONTINUOUS CLEAT

(ATTACHED TO CURB)

FACTORY FINISHED METAL

FLASHING, AS REQ'D BY PVC

MEMBRANE MANUF. DETAILS

(ATTACHED TO REMOVABLE ROOF)

COMPRESSIBLE INSULATION

2 1/2" STEEL STUD

STEEL JOIST - SEE STRUCTURAL

STEEL BEAM - SEE STRUCTURAL

STEEL COLLECTOR BEAM -

SEE STRUCTURAL

FELT BACKED PVC ROOFING (X4),

FULLY ADHERED (80 MIL.) OVER 1/2"

EXTERIOR GYPSUM COVERBOARD

OVER 6" RIGID INSULATION (R-30

MIN.) OVER SELF-ADHERING

AIR/VAPOR BARRIER OVER 1/2"

EXTERIOR GYPSUM UNDERLAYMENT

OVER 1-1/2" METAL DECKING3" RIGID INSULATION

CONTINUOUS METAL COPING (X2)

1/2" EXTERIOR GYPSUM SHEATHING

FELT BACKED PVC ROOFING (X4),

FULLY ADHERED (80 MIL.) WRAPPING

OVER TOP OF PARAPET

FELT BACKED PVC ROOFING (X4),

FULLY ADHERED (80 MIL.) OVER 1/2"

EXTERIOR GYPSUM COVERBOARD

OVER 6" RIGID INSULATION (R-30

MIN.) OVER SELF-ADHERING

AIR/VAPOR BARRIER OVER 1/2"

EXTERIOR GYPSUM UNDERLAYMENT

OVER 1-1/2" METAL DECKING

4"D X 16"H X 24"W CAST STONE VENEER UNIT (X1)

WITH ANCHORS PER SPEC 04 72 00.00 48

COORDINATE ANCHOR

OF STEEL WITH STRUCTURAL

ICF CONCRETE (ICF WALL)

3" INSULATION (ICF WALL) (R-15 MIN.)

T/PARAPET

136' - 0"

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CONTINUOUS BEAD OF SEALANT

FIELD FABRICATED METAL HOOD

PRE-MOLDED PIPE FLASHING

MEMBRANE

BONDING ADHESIVE

STAINLESS

STEEL CLAMPING

RING

SEALANT (TYP.)

MEMBRANE

BONDING ADHESIVE

ADHERED AIR BARRIER

TRANSITION AROUND

PENETRATION

T.O. PARAPET

132' - 0"

CONTINUOUS SEALANT

CONTINUOUS SEALANT

TERMINATION BAR

FASTEN AS REQUIRED BY

MANUFACTURER

CONTINUOUS WATER BLOCK

AS REQUIRED BY

MANUFACTURER.

BONDING ADHESIVE

PVC ROOFING MEMBRANE

8"

1 3/4" AIRSPACE

3" INSULATION (ICF

WALL) (R-15 MIN.)

ICF CONCRETE (ICF WALL)

4"D X 16"H X 24"W CAST

STONE VENEER UNIT (X1)

4"D X 8"H X 16"W CONCRETE

MASONRY UNIT (X1) IN

INTERIOR OF AIR VENT

US Army Corps of Engineers ®

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1 1/2" = 1'-0"A6 REMOVABLE ROOF CONNECTION

1 1/2" = 1'-0"A3 TOP OF PARAPET

3" = 1'-0"E6 ROOF PENETRATION

0 1'6"3" 1' 6" 0 1'6"3" 1' 6"

0 6"3" 9"

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3" = 1'-0"1 TERMINATION BAR DETAIL

1. ALL EXTERIOR DOORS SHALL BE INSULATED

STEEL, U.N.O.

2. REFERENCE SPEC SECTION 08 11 13 STEEL

DOORS AND FRAMES FOR FURTHER

INFORMATION REGARDING STEEL DOOR AND

FRAME REQUIREMENTS.

3. REFERENCE SPEC SECTION 08 71 00 DOOR

HARDWARE FOR FURTHER INFORMATION

REGARDING DOOR HARDWARE REQUIREMENTS.

4. REFERENCE STRUCTURAL DRAWINGS FOR

LINTELS NOT INCLUDED IN LINTEL SCHEDULE.

GENERAL NOTES - DOORS

AIR SPACE

4"x16"x24" CAST STONE

VENEER WITH TIES

@ 16" O.C., TYP.

CONTINUOUS BEAD OF

SEALANT, BOTH SIDES

THROUGH WALL FLASHING

WITH WEEP HOLES

STEEL ANGLE LINTEL,

SEE STRUCTURAL

HOLLOW METAL FRAME,

GROUT FILLED

CAST STONE VENEER,

BEYOND

ICF WALL W/ INTEGRAL

STEEL FRAMING,

SEE STRUCTURAL

DOOR PER SCHEDULE

2"

6 3/4" 3"

AIR SPACE

4"x16"x24" CAST STONE

VENEER WITH TIES

@ 16" O.C., TYP.

CONTINUOUS BEAD OF

SEALANT, BOTH SIDES

PRESSURE TREATED

WOOD BLOCKING/SHIM

ICF WALL W/ INTEGRAL

STEEL FRAMING,

SEE STRUCTURAL

DOOR PER SCHEDULE

2" HOLLOW METAL FRAME,

GROUT FILLED

EXPANSION BOLT PER MFR

RECOMMENDATION, TYP.

3"

CONCRETE STEM WALL,

SEE STRUCTURAL

CONTINUOUS BACKER ROD

AND SEALANT, BOTH SIDES

PRESSURE TREATED

WOOD BLOCKING/SHIM

DOOR PER SCHEDULE

2" HOLLOW METAL FRAME,

GROUT FILLED

EXPANSION BOLT PER MFR

RECOMMENDATION, TYP.

3"

HOLLOW METAL FRAME,

BEYOND

DOOR PER SCHEDULE

DOOR SWEEP /

WEATHER STRIP

EXPANSION BOLT PER

MFR RECOMMENDATIONS

ALUMINUM THRESHOLD,

GROUT FILLED AND SET

IN A BED OF SEALANT

CONCRETE MONOLITH,

SEE STRUCTURAL

3"6 3/4" 3"

METAL CLIP ANGLE

MECHANICAL LOUVER

WITH INSECT SCREEN,

SEE MECHANICAL

CONTINUOUS BACKER

ROD AND SEALANT

CONCRETE STEM WALL,

SEE STRUCTURAL

PRESSURE TREATED

WOOD BLOCKING/SHIM

2 1/2"

1/ 2"

AIR SPACE

4"x16"x24" CAST STONE

VENEER WITH TIES

@ 16" O.C., TYP.

CONTINUOUS BACKER

ROD AND SEALANT

THROUGH WALL FLASHING

WITH WEEP HOLES

STEEL ANGLE LINTEL,

SEE STRUCTURAL

METAL CLIP ANGLE

ICF WALL W/ INTEGRAL

STEEL FRAMING,

SEE STRUCTURAL

MECHANICAL LOUVER

WITH INSECT SCREEN,

SEE MECHANICAL

PRESSURE TREATED

WOOD BLOCKING/SHIM

2 1/2"

AIR SPACE

4"x16"x24" CAST STONE

VENEER WITH TIES

@ 16" O.C., TYP.

PRESSURE TREATED

WOOD BLOCKING/SHIM

ICF WALL W/ INTEGRAL

STEEL FRAMING,

SEE STRUCTURAL

MECHANICAL LOUVER

WITH INSECT SCREEN

METAL CLIP ANGLE

_FRAME TYPE A_

HOLLOW METAL

2"

2" 2"

PER SCHEDULE

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DOOR TYPE A

FLUSH

3' - 0"

5'

4"

LOUVER TYPE 1

ALUMINUM

A.

F.

F.

1'

8"

C1

C3

C6

HW-1 Exterior Door, Insulated Hollow Metal All doors: 100A, 100B, 200A, 300A, 300B, 400A 3 ea. Hinges, A5111 1 ea. Mortise Lock, F07 1 ea. Closer, C02021 - Parallel Arm Mounting 1 ea. Kick Plate, J102 10"x2" LWD - push side mounting 1 ea. Threshold, J32190 1 ea. Weatherstripping, self adhesive applied to frame rabbet. Only doors 100A, 200A, 300A, 400A 1 ea. Door with drip cap

HARDWARE SET

US Army Corps of Engineers ®

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3" = 1'-0"A1 HEAD DETAIL

3" = 1'-0"A3 JAMB DETAIL

3" = 1'-0"A6 JAMB DETAIL

3" = 1'-0"A8 SILL DETAIL

3" = 1'-0"C6 SILL DETAIL

3" = 1'-0"C1 HEAD DETAIL

3" = 1'-0"C3 JAMB DETAIL

1/4" = 1'-0"F1 DOOR FRAME TYPES

1/4" = 1'-0"F3 DOOR TYPES

1/4" = 1'-0"F6 LOUVER TYPES

DOOR SCHEDULE

DOOR NO. SINGLE/PAIR

DOOR TYPES DOOR FRAMES

HARDWARE COMMENTS:TYPE

SIZE

GLAZING MATERIAL FINISH UNDER CUT FIRE RATING STC RATING TYPE MATERIAL FINISH

DETAIL

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

100A SINGLE A 3' - 0" 7' - 0" 0' - 1 3/4" - INS STEEL PNT - A HM PNT A1 / A-611 A3 & A6 / A-611 A8 / A-611 01 100B SINGLE A 3' - 0" 7' - 0" 0' - 1 3/4" - INS STEEL PNT - A HM PNT A1 / A-611 A3 & A6 / A-611 A8 / A-611 01 200A SINGLE A 3' - 0" 7' - 0" 0' - 1 3/4" - INS STEEL PNT - A HM PNT A1 / A-611 A3 & A6 / A-611 A8 / A-611 01 300A SINGLE A 3' - 0" 7' - 0" 0' - 1 3/4" - INS STEEL PNT - A HM PNT A1 / A-611 A3 & A6 / A-611 A8 / A-611 01 300B SINGLE A 3' - 0" 7' - 0" 0' - 1 3/4" - INS STEEL PNT - A HM PNT A1 / A-611 A3 & A6 / A-611 A8 / A-611 01 400A SINGLE A 3' - 0" 7' - 0" 0' - 1 3/4" - INS STEEL PNT - A HM PNT A1 / A-611 A3 & A6 / A-611 A8 / A-611 01

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