AM_05_ADVERTISE_PLANS_JD_PH_ANC_Roof_Replacement.pdf

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

E

54321

D

C

B

A

D R

A W

N B

Y

C H

E C

K E

D B

Y

E X

T E

N D J

O

IN

T S

E A

L A

N T A

S S

E M

B L

Y A M

IN

IM

U M

D E

E P

JOINT AT LEAST 3/8" WIDE

1'-0" MIN.1'-0" MIN.

J O

H N D

A Y L

O C

K A

N D D

A M

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

IC

T

PORTLAND DISTRICT

Z A

K

Z A

K

A R

C H

IT

E C

T U

R A

L

A-510

J D

P .1

-2

J D

P .1

A -5

.d g n

W

N

B

CL

/2

/2

Z A

N G

E R

M O

N O

L

IT

H J

O

IN

T S

E A

L D

E T

A

IL

S

IN

T A

K E D

E C

K

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

TOP OF CONCRETE INTAKE DECK

2-1/2 TIMES WIDER THAN THE JOINT

CLOSED-CELL UPPER BACKER ROD SIZED

THE UPPER BACKER ROD.

INJECTION NEEDLE PUNCTURED THROUGH

PLACED INTO THE JOINT BY MEANS OF AN

THE OAKUM PLUG. THE GROUT SHALL BE

POLYURETHANE GROUT APPLIED ABOVE

JOINT.

PLUG SHALL BE 2-1/2 TIMES THE WIDTH OF THE

POLYURETHANE GROUT. THE HEIGHT OF THE

AND WATER TO FORM A BOTTOM PLUG FOR THE

OAKUM SATURATED IN POLYURETHANE GROUT

THE JOINT. SEE SPEC SECTION 07 61 00.

JOINT DEPTH SHALL BE 1/2 THE WIDTH OF

A-415

DETAIL: HORIZONTAL INTAKE DECK MONOLITH JOINT SEAL

R O

O F S R

E P

L A

C E

M E

N T

P O

W E

R H

O U

S E A

N D A

N C

IL

L A

R Y

M A

T T Z

A N

G E

R

R .A

A D

V E

R T

IS

E M

A W

A -1

SEALANT PER SPEC SECTION 07 18 00.00 28

INTAKE DECK MONOLITH JOINT

SEE SPEC SECTION 07 18 00.00 28.

POLYURETHANE WATERPROOF SYSTEM,

A D

D

IT

IO

N O

F P

O L

Y U

R E

T H

A N

E W

A T

E R

P R

O O

F S

Y S

T E

M T

O D

E T

A

IL