W912P6-09-B-0021_Plans_Amd-0002.pdf

SCALE A

ROOF PLAN

SCALE A

SCALE A

A-01

24’-0" O.C. 24’-0" O.C. 24’-0" O.C. 24’-0" O.C. 24’-0" O.C. 24’-0" O.C. 24’-0" O.C. 24’-0" O.C. 24’-0" O.C. 5’-8"9’-8"

10’-0" 14’-6" 10’-0" 9’-0"14’-0" 17’-6" 18’-6" 17’-6" 18’-6" 20’-0"15’-0"

51’-6" 18’-6" 42’-3"

N

EAST ELEVATION

WEST ELEVATION

A

A1 A3

A

A1 A3

NOTE: ROOF SLOPE �" PER FOOT TO

DRAIN, TYP. SEE SHEET A-03 FOR ROOF

DETAILS.

FACADE KEY:

SCALE A

TYPICAL TRANSVERSE SECTION

EL 586.67 TOS

EL 585.00 BOS

EL 584.00+ BOE

EL 605.17 TOC

EL 596.67 CJ

EL 601.25 CJ

EL 586.17 TOC

SHEET LEGEND:

1. TOC= TOP OF CONCRETE

2. CJ= CONSTRUCTION JOINT

3. TOS= TOP OF SLAB

4. B0S= BOTTOM OF SLAB

5. BOE= BOTTOM OF EXCAVATION

= TRAPEZOID FORM LINER PATTERN

AREA. �" DEEP FINS SPACED AT

1 �" OC.

= FRACTURED FORM LINER PATTERN

AREA. 1 �" DEEP TRAPEZOIDAL FINS

SPACED AT 6" OC WITH THE BELLY

OF THE FIN FRACTURED.

3’-7"

5’-5"

4’-6" 4’-6"4’-6"

R O

O F P

L A

N E

L E

V A

T

IO

N S

A N

D S

E C

T

IO

N

28’-0"

10" TYP

VEHICLE GUARDRAIL, TYP.

SEE SHEET C-01 FOR DETAILS.

7’-9" 14’-0"

SCALE A

12 1 2 3 4 5

NOTE: SCALE IS AN ARCHITECTURAL SCALE

IN FEET AND INCHES TYPICAL ALL SHEETS.

LOUVER L2 SEE SHEET M-04,

M-14, AND S-03 FOR DETAILS

INSULATED EXTERIOR OVERHEAD COILING

DOOR (EXR), TYP. SEE SHEET A-05 FOR

DOOR SCHEDULE.

ELECTRICAL JUNCTION BOX. SEE SHEETS E-05

AND A-O6 FOR DETAILS, TYP.

6’-6" TO CENTER LINE OF JUNCTION BOX

SEE SHEET E-03 FOR BOX DETAILS.

9’-9"17’-3"20’-0" 26’-6" 19’-0" 17’-3" 14’-3" 14’-0"26’-6" 17’-0" fi s h b a r_

A -0

S o lt a n .d g n

EXTERIOR LIGHT (NRG), TYP. SEE

SHEET E-06 FOR DETAILS

EXTERIOR LIGHT(NRG), TYP. SEE

SHEET A-06 FOR FACADE DETAILS

10’-0" 10’-0" 10’-0" 10’-0" 10’-0" 10’-0"

106’-3"

CJ

SCALE A

SOUTH ELEVATION

D O

O R

T Y

P

6" 3’-0"

2’-0" 21’-11"

6"

6"

6"

10’-0"

CLOF JUNCTION

BOX

SCALE A

NORTH ELEVATION

6"6"

9’-4"

LOUVER L1 SEE SHEET M-04,

M-14, AND S-03 FOR DETAILS

CJ

27’-0"

A M

E N

D M

E N

T D

R A

W

IN

G R

E

IS

S U

E D

A U

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IL

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A M

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D W

N B

Y

C K

D B

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D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

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N M

A R

K A

P P

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D A

T E

F

IL

E N

U M

B E

R

S

IZ

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S U

B M

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T E

D B

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P L

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C A

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P L

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A T

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D A

T E

M A

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D E

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C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

A N

S I

D

US Army Corps of Engineers a u t o t im e

Chicago District

D

C

B

A

1 2 3 4 5

1 2 3 4 5

D

C

B

A

C H

IC

A G

S A

N

IT

A

H

IP

C

N A

L

E L

E C

T R

IC

L

F

IS

B

R R

IE

R

B

U .S

A R

M Y C

O R

P S O

F E

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IN

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C H

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IS

T R

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T

C H

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S

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S

A S S

H W

O N

SHEET OF 44

/1

/0

/1

/0

W P -0

-B -0

31’-0"

15’-0" 10’-0" 10’-0" 10’-0" 10’-0" 10’-0" 10’-0" 10’-0"14’-6" 14’-0" 18’-0" 18’-6" 17’-6" 18’-0" 20’-0" 18’-0"

31’-0" 31’-0" 31’-0"23’-0" 23’-0" 23’-0" 31’-0"

233’-0"

1’-0" TYP

1’-0"

TYP

12’-6"

CONTROL ROOM PUMP ROOM

M E

O M

S T

O R

A

E

N

D

M

O M

21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 28 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50

4’-0"

4’-0" TYPICAL CENTERLINE TO

CENTERLINE OF ROOF BEAMS.

4’-0" TYP

8’-0"

TYP

18’-1�"3’-6"

ASECTION

SCALE A

SCALE A

SCALE A

A2 A2

A

ROOF BEAM PLAN

PLAN

24’-0" 24’-0" 24’-0" 24’-0" 24’-0" 24’-0" 24’-0" 24’-0" 24’-0" 6’-6"10’-6"3’-8"

TYP ROOF DRAIN SPACING

A-02

F L

O O

R A

N D R

O O

F

F R

A M

IN

G P

L A

N S

N

P O

W

T R

IB

U T

IO

B

IN

E T

C O

N T

R

N S

O L

E

MCC

SPANG ROOM NO. 1 SPANG ROOM NO. 2 SPANG ROOM NO. 3

10’-0"

1.5MW SPANG 1.5MW SPANG

1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0"

POLARITY SWITCH POLARITY SWITCH POLARITY SWITCH

ABB SWITCH

CAPACITOR BANK

ABB SWITCH

CAPACITOR BANK

ABB SWITCH

CAPACITOR BANK

A2 A5

A2 A5

A2 A5

A2 A2

A2 A5

A2 A5

ISD-2

4�" STUD

WALL, TYP

12’-4�"

PULSER ROOM 3 PULSER ROOM 2 PULSER ROOM 1

SCALE A

12 1 2 3 4 5

BOLLARD, TYP. SEE SHEET S-06 FOR DETAILS.

350KW SPANG

BLAST LOUVER, TYP.

SEE SHEET S-04 FOR

DETAILS.

INSTALLED BY

OTHERS, TYP.

=HATCHED ITEMS ON THIS SHEET INDICATE

EQUIPMENT INSTALLED BY OTHERS NOT IN

THIS CONTRACT.

R6-4R6-4 R6-3

R6-2

R6-3

R6-2

R6-5

R6-1 R6-7

NOTE: THE R6 1 THROUGH 7 INDICATES

GRILLE TYIPICAL ALL SHEETS. SEE SHEET

M-15 FOR DETAILS.

C O

N T

R

B

IN

E T

C O

N T

R

B

IN

E T

C O

N T

R

B

IN

E T

24" 6’-6"46" 46" 30" 10’-3" 10’-3" 30"

10’-0" TO BOTTOM OF

GRILLE OPENING, TYP

OVER BLAST DOORS.

1’-6" TYP.

4’-8"36"

SEE SHEET S-02

FOR DETAILS

fi s h b a r_

A -0

S o lt a n .d

E N

D M

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A C

A D

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H A

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N E

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D E

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C A

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A T

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M A

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D E

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C O

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R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

A N

S I

D

US Army Corps of Engineers a u t o t im e

Chicago District

D

C

B

A

1 2 3 4 5

1 2 3 4 5

D

C

B

A

C H

IC

A

N

IT

A

N A

L

E L

E C

T R

IC

R R

IE

R

B

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

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C H

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A G

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T R

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C H

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A S S

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SHEET OF 44

/1

/0

/1

/0

W P -0

-B -0

A-06

A

C A

D E D

E T

A

IL

S

14’-0"

1’-6" 11’-0"

10’-0"

LIGHT MOUNTED

UNDER THE

OVERHANG. SEE

SHEET E-06 FOR

DETAILS

1’-2" 1’-2"

1’-1�"

12’-9"3’-3�"

10’-6" 1’-1�"

4’-3" 6’-3" 1’-5�"

CJ

CJ

4’-0"

CJ

SCALE A

NORTH ELEVATION DETAILS

SCALE A

TYPICAL GARAGE DOOR ELEVATION

6"6" 2’-7"3’-0"6’-6"9’-6"3’-11"

6" 6" 6" 6"

SHEET LEGEND:

1. CJ= CONSTRUCTION JOINT

12 0 1 2 3

SCALE A

fi s h b a r_

A -0

S o lt a n .d

CJ

5’-0"

4’-0" 6"

6" 6" 4’-6"

TYPICAL BLAST LOUVER

ELEVATION DETAILS

SCALE A

FACADE KEY:

= TRAPEZOID FORM

LINER PATTERN

AREA. �" DEEP

FINS SPACED AT

1 �" OC.

A6

F

S6

3’-0"

DOOR

3�" 3�"

6’-4" 5"

CJ

CJ

CJ

CJ

"6" TYP

EDGE OF CONCRETE

OPENING, TYP.

6" TYP FORMLINER

BORDER AROUND

DOOR OPENINGS.

SCALE A

TYPICAL EXTERIOR DOOR

ELEVATION DETAILS

1’-8"

SCALE A

TYPICAL JUCTION BOX

ELEVATION DETAILS

EDGE OF

CONCRETE

OPENING, TYP.

3"

3"

3"

EDGE OF CONCRETE

OPENING, TYP.

6"

6" 2’-7"

6"

9’-6" 6’-1"

1’-2"6

"6

2’-7"

9’-0"

3"

3"

6" 6" 2’-7"

6" 6"

4’-5"

SCALE A

NORTHEAST CORNER ELEVATION DETAILS

T

P

V

R T

IC

C A

IM

E N

S

IO

L

A

E V

A T

IO

X

C E

T

H E

R W

IS

E6

1’-1"

= FRACTURED FROM

LINER PATTERN AREA.

1 �" DEEP TRAPEZOIDAL

FINS SPACED AT 6" OC

WITH THE BELLY OF

THE FIN FRACTURED.

A M

E N

D M

E N

T D

R A

W

IN

G R

E

IS

S U

E D

A U

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A6

G

S6

S O

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IC

IT

A T

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IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

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A R

K A

P P

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D A

T E

F

IL

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B E

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S

IZ

E

S U

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T E

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C A

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P L

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A T

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D A

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M A

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D E

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C O

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R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

A N

S I

D

US Army Corps of Engineers a u t o t im e

Chicago District

D

C

B

A

1 2 3 4 5

1 2 3 4 5

D

C

B

A

C H

IC

A

N

IT

A

N A

L

E L

E C

T R

IC

R R

IE

R

B

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

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C H

IC

A G

O D

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T R

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T

C H

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A S S

H W

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SHEET OF 44

/1

/0

/1

/0

W P -0

-B -0

12 0 1 2 3

SECTION

SCALE A

A

S1 S1 S-01

1’-0"10"

2"

12’-11" 18’-3"

S P

A

O M N

O

P L

A N S

E C

T

IO

N S

A N

D D

E T

A

IL

S

BSECTION

SCALE A S1 S1S1 S6

SEE NOTE 5.

40"x24" DUCT

SEE NOTE 7.

S1 A3

S1 S5

#5 @ 9" BENT

BARS TYP.

25’-10�"

TYPICAL W16x67 ROOF BEAM LENGTH

S1 S5

PLAN

SCALE A

A

S1 S1

S1 S1

B

S1 S1

B

N

S1 S6

TO UNDERGROUND PLASTIC FLOOR

DRAIN WATER COLLECTION TANK.

4’-0" TYP CONTROL

JOINT SPACING.

S1 S5

D

SEE NOTE 8.

S1 S5

E

3’-6" 3’-6"3’-6"

STANDARD 90 BEND, TYP.

o

350KW SPANG

EQUIPMENT INSTALLED

BY OTHERS NOT IN

THIS CONTRACT, TYP.

GRILLE R6-7 STACKED

S1 S1

F NOTES:

1. ALL WALL REINFORCING IS #5 @ 9"

EACH WAY, EACH FACE UNLESS

OTHERWISE NOTED.

2. ALL SLAB REINFORCING IS #6 @ 12"

EACH WAY, EACH FACE UNLESS

OTHERWISE NOTED.

3. ALL WALL REINFORCING COVER IS 1�"

UNLESS OTHERWISE NOTED.

4. ALL SLAB REINFORCING COVER IS 3"

UNLESS OTHERWISE NOTED.

5. WHERE DUCTS PENETRATE WALLS A

SLEEVE AND CLOSURE COLLAR SHALL

BE PROVIDED.

6. SEE SHEETS M-3 AND M-4 FOR DUCT

SYSTEM DETAILS.

7. SEE SHEET M-15 FOR GRILLE DETAILS.

8. SEE SHEET M-12 FIR AIR HANDLER

DETAILS.

3’-8"18"

FSECTION

SCALE A S1 S1

C O

N T

R

B

IN

E T

16" 16" 16" 16"

8" 8"11�"

6’-2"

CONTROL CABINET PULSER

ROOM ACCESS OPENINGS, TYP.

R6-6 R6-6

9" 4’-0" 4’-0"10’-6"

PULSER ROOM 3

36"x24" DUCT

8DETAIL

NTS S1 S1

S1 S1

#4 CLOSED

STIRRUPS

@ 12" TYP

7 - #6 BARS

SPACED EVENLY

TOP FACE, TYP.

SLOPE TO DRAIN

9" DOWEL

COVER TYP

8 - #6 BARS

SPACED EVENLY

BOTTOM FACE, TYP.

#6 STRIGHT DOWELS @ 12"

EPOXY GROUT INTO THE

EXISTING ROCK., TYP.

1 - #6 BAR

EACH SIDE

3" CLEAR TYP.

ADD AN EXTRA

#5 BAR, ACCROSS

HALLWAY OPENINGS.

HOOK INTO THE

EXTERIOR WALL, TYP.

fi s h b a r_

S -0

S o lt a n d

EXTEIOR LIGHT. CAST

EXTERIOR LIGHT CONDUIT

AND JUNCTION BOX INTO THE

OVERHANG AS SHOWN, TYP.

OPTIONAL CONSTRUCTION

JOINT LOCATION. CAULK

PERIMETER OF JOINT,

TYPICAL AT OVERHANGS.

A M

E N

D M

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A C

A D

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H A

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D E

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N E

D B

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D E

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A R

K A

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D A

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F

IL

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B E

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S U

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C A

L E

P L

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A T

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D A

T E

M A

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D E

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T

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C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

C O

N -0

-B -N

U M

B

A N

S I

D

US Army Corps of Engineers a u t o t im e

Chicago District

F

IL

E N

O

D

C

B

A

1 2 3 4 5

1 2 3 4 5

D

C

B

A

C H

IC

A

N

IT

A

N A

L

E L

E C

T R

IC

R R

IE

R

B

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

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IS

T R

IC

T

C H

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A G

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IL

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S

A S S

H W

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SHEET OF 44

/1

/0

/1

/0

W P -0

-B -0

PLAN

S-03

SECTION

S5 S5SCALE A

A

B

S3 S3

C

S3 S3

A

S3 S3

1’-0" 31’-0"

1’-0"

2"

5’-6"

12 0 1 2 3

SCALE A

10’-0" 3’-7" 9’-0" 5’-5"4’-0"

24’-0" TYP

9�" 9�"

3" CLEAR

3" CLEAR

P U

M P R

O O

M P

L A

N

S E

C T

IO

N S

A N

D D

E T

A

IL

S

N

WELL 2

SECTION

S3 S3SCALE A

C

1’-0"

6"

S3 S3

2DETAIL

NTS

2" RIDGID

INSULATION, TYP.

1�" DEEP 20

GAUGE STEEL

STUD, TYP

�" IMPACT RESISTANT

DRYWALL, TYP.

FRAME OPENING WITH

DOUBLE 2x6 HEADER

RIPPED DOWN TO 3�"

S3 S3

S3 S3

S3 S3

1DETAIL

NTS

#5 @ 6"

1’-0"

COOLING TOWER DRAIN PIPE.

SEE SHEET M-06 FOR DETAILS.

FIELD LOCATE TO ACCOMMODATE

COOLING TOWER DRAIN LOCATION.

CJ

�" CHAMFER, TYP.

#5 @ 9"

HYDROPHILIC

WATERSTOP, TYP.

#5 @ 6" BENT

BARS, TYP.

1’-2"

T Y

P

2’-6"

S3 S3

S3 S3

3DETAIL

NTS

#5 @ 6" BENT

BARS, TYP.

#5 @ 9"

90 BEND,TYP

o

R E

B

G

#5 @ 6"

HYDROPHILIC

WATERSTOP, TYP.

1’-2"

CJ

NOTE: TYPICAL BORDER OVERHANG.

1’-0"

CJ

S3 S6

WELL WATER PIPE STUBS.

FIELD VERIFY LOCATION PRIOR

TO BUILDING CONSTRUCTION.

WELL WATER PIPES SEE SHEET

M-08 AND C-02 FOR DETAILS.

LOUVER L1

LOUVER L2

SECTION

S3 S3SCALE A

B

NOTES:

1. ALL WALL REINFORCING IS #5 @ 9" EACH WAY, EACH

FACE UNLESS OTHERWISE NOTED.

2. ALL SLAB REINFORCING IS #6 @ 12" EACH WAY, EACH

FACE UNLESS OTHERWISE NOTED.

3. ALL REINFORCING COVER IS 1�" UNLESS OTHERWISE

NOTED.

4. ALL SLAB REINFORCING COVER IS 3" UNLESS OTHERWISE

NOTED.

5. SEE SHEET M-14 FOR LOUVER INFORMATION.

6. ALL LOUVERS SHALL BE WEATHER PROOFED AND SEALED

PER THE LOUVER MANUFACTURER’S REQUIREMENTS AND

RECOMMENDATIONS.

R6-1 SEE SHEET

S-02 FOR DETAILS

fi s h b a r_

S -0

S o lt a n .d

OPTIONAL

CONSTRUCTION

JOINT, TYP

OPTIONAL

CONSTRUCTION

JOINT, TYP

A U

G

A M

E N

D M

E N

T F

A C

A D

E C

H A

N G

E

S O

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IT

A T

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N N

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F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

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T

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N M

A R

K A

P P

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D A

T E

F

IL

E N

U M

B E

R

S

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E

S U

B M

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T E

D B

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P L

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US Army Corps of Engineers

A N

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US Army Corps of Engineers a u t o t im e

Chicago District

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S-04

BSECTION

SCALE A S4 S4

SECTION

SCALE A

A

S4 S4

A

S4 S4

S4 S4

B

S4 S4

B

N

S4 S5

C

"1

12" 12"8’-6" 8’-6"4’-6"

5. WHERE DUCTS PENETRATE WALLS A SLEEVE AND CLOSURE

COLLAR SHALL BE PROVIDED.

6. SEE SHEETS M-3 AND M-4 FOR DUCT SYSTEM DETAILS.

7. SEE SHEET M-12 FOR AIR HANDLER DETAILS.

�" IMPACT RESISTANT

DRYWALL, TYP.

1�" DEEP 20

GAUGE STEEL

STUD, TYP

FRAME OPENING WITH

DOUBLE 2x6 HEADER

RIPPED DOWN TO 3�"

2" RIDGID

INSULATION, TYP.

NTS S4 S4

DETAIL 2

NTS S4 S4

DETAIL

10 GAGE GALVANIZED

AIRFOIL SHAPED DOUBLE-SKIN

BLADE WITH SILICONE SEAL, TYP

10" 2"

NTS S4 S4

DETAIL

JAMB SEAL

PLATE

S4 S4

10"

3" MINIMUM EDGE

DISTANCE, TYP.

4"

3" TYP.

v�" STAINLESS STEEL

EXPANSION ANCHOR, TYP,

2" MINIMUM EMBEDMENT.

�" STEEL ANCHOR

FACE PLATE PLATE

3’-4" 1’-0"

6’-9"10’-6"

6"

1’-0"

3’-4"

S4 S4

S4 S4

S4 S4

P U

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O M N

O

P L

A N S

E C

T

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N S

A N

D D

E T

A

IL

S

6"

1’-1"

CJ

NTS

BRACKET DETAIL

NTS S4 S4

DETAIL

S10x25.4 AND C8x11.5

COMBINATION SECTION

BRIDGE BEAM

2 TON CLOSE

RADIUS TROLLEY

MOTORIZED CRANE

CARRIAGE

2 TON HAND CHAIN

HOIST WITH ONE

LOAD CHAIN.

S4 S4

D

BOLTABLE RAIL CLIP

�" A325 BOLT WITH

NUT AND WASHER, TYP.

v

THE CONTRACTOR HAS

THE OPTION OF TACK

WELDING THE INSIDE

BOLT HEADS TO THE

W-SECTION PRIOR TO

PLACING THE BEAM

ON THE BEAM BRACKET

TO EASE MAKING THE

CONNECTION.

ASCE 40-LB RAIL

SET ON A HEAVY

DUTY RAIL PAD, TYP.

DSECTION

NTS S4 S4

" 4

4"

10" v6" LONG �"

EXPANSION

ANCHOR, TYP.

W8x31 BEAM

�" THICK

STIFFENER

PLATE, TYP

WT9x20 BEAM

BRACKET, TYP.

10"

1�"

7"

�" THICK STEEL PLATE

WT9x20 v6" LONG �" EXPANSION

ANCHOR, TYP.

3�"

19’-4"

CRANE BEAM LENGTH

1�"

8" 3’-0" TYP

2�" TYP

TOP OF THE

CRANE BRACKET NOTE: HOISTS REQUIRED IN ALL THREE PULSER ROOMS.

22’-1"

RAIL TO RAIL CENTERLINE, TYP.

NOTES:

1. ALL WALL REINFORCING IS #5 @ 9" EACH WAY, EACH FACE UNLESS

OTHERWISE NOTED.

2. ALL SLAB REINFORCING IS #6 @ 12" EACH WAY, EACH FACE UNLESS

OTHERWISE NOTED.

3. ALL WALL REINFORCING COVER IS 1�" UNLESS OTHERWISE NOTED.

4. ALL SLAB REINFORCING COVER IS 3" UNLESS OTHERWISE NOTED.

12 0 1 2 3

SCALE A

D

S4 S4

SECTION

SCALE A

D

S4 S4

NOTE: THESE DETAIL SHALL BE USED FOR ALL BLAST DAMPERS EXCEPT AS MODIFIED

BY THE BLAST DAMPER MANUFACTURER’S REQUIREMENTS AND RECOMMENDATIONS,

INCLUDING WATERPROOFING AND CAULKING.

W8x31 CRANE

BEAM, TYP

HATCHED EQUIPMENT INSTALLED BY

OTHERS NOT IN THIS CONTRACT, TYP.

C O

N T

R

B

IN

E T

CONTROL CABINET PULSER

ROOM ACCESS OPENINGS, TYP.

GROUT KEY WAY IN THE OPENING

WITH NON-SHRINK GROUT.

1’-0" TYP. SEE

SHEET S-02 FOR

MORE DETAILS.

32"x24" DUCT fi s h b a r_

S -0

S o lt a n .d

OPTIONAL

CONSTRUCTION

JOINT, TYP

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US Army Corps of Engineers

A N

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US Army Corps of Engineers a u t o t im e

Chicago District

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DETAIL 1

S2 S5

SECTION

SCALE A

A

S5 S5

2" TYP.

JOINT

SEALANT 6

�" THICK PREFORMED

EXPANSION JOINT

FILLER, TYP.

NTS

DETAIL

S5 S5 v10" EXTRA STRONG

PVC PIPE SLEEVE, TYP.

THE EXISTING GRADE

VARIES. FIELD VERIFY

PIPE SLEEVE LENGTH.

FILL VOID SPACE BETWEEN THE CONDUIT

AND THE PVC SLEEVE WITH A LOW-DENSITY

TWO-COMPONENT POLYURETHANE FOAM.

FIBERGLASS REINFORCED PLASTIC

GUARDRAIL INSTALL PER THE

MANUFACTURERS RECOMMENDATIONS.

KICK

PLATE

S5 S5

CSECTION

NTS S4 S5 S5

E

S1

SECTION

SCALE A

D

S1 S5

CENTERLINE OF EXISTING ELECTRODE

CONDUIT. THREAD THROUGH THE PVC

SLEEVE, TYP ALL ELECTRODE LOCATIONS.

S5 S5

1�" CHAMFER TYP.

�" CHAMFER TYP.

NTS

DETAIL

S5 S5

SEE SHEET M-12 FOR

HEAT PUMP DETAILS.

#4 BARS @ 12" EACH WAY.

PLACE THE BARS IN THE

CENTER OF THE SLAB, TYP.

JOINT SEALANT

GRAVEL SUBGRADE WITH

A VAPOR BARRIER TYPICAL

UNDER ALL 4" SIDEWALKS.

D4 6x6 WELDED WIRE REINFORCMENT

CENTERED IN 4" SIDEWALK, TYP.

6" EDGE DISTANCE, TYP

�" THICK PREFORMED

EXPANSION JOINT

FILLER, TYP.

�" CHAMFER TYP.

NOTE: HEAT PUMP PAD DETAILS SHOWN SHALL BE USED AT BOTH

HEAT PUMP LOCATIONS EXCEPT AS MODIFIED BY THE HEAT PUMP

MANUFACTURER’S REQUIREMENTS AND RECOMMENDATIONS.

S-05

S T

R U

C T

U R

A L D

E T

A

IL

S

SECTION

SCALE A

D

S5 S5

2-#5 BENT BARS

#5 CROSS BAR

WELD THE 2-BENT BARS

TO THE #5 CROSS BAR,

TYPICAL BOTH SIDES.

1�" COVER TYP.

NTS

DETAIL

S5 S5

8"

9" COVER TYP

NTS

DETAIL

S1 S5

2’-6"

#5 @ 6" TYP.

#5 @ 9" TYP.

E

S5 S5

NTS

DETAIL

S1 S5

11’-0"

4’-6�" 1’-10�"

S5 S5

FAUX LINTEL

SECTION E

S5 S5NTS

�" TREATED

PLYWOOD

2" RIGID

INSULATION

1�" DEEP 20 GAUGE STEEL STUD

FRAME WELDED TOGETHER, TYP

v

2�" DEEP 20

GAUGE STEEL

STUD, TYP

DOUBLE 12" DEEP 20 GAGE STEEL

STUD WELDED TOGETHER, TYP.

�" FLAT HEAD EXPANSION

ANCHOR 5" LONG @ 16" OC, TYP.

1" DEEP SAW

CUT CRACK

CONTROL

JOINT. JOINT

SHALL BE

SAWN WITHIN

24 HOURS

AFTER

CONCRETE

PLACEMENT,

TYP.

A

S5 S5

1’-2"

1�" 11�"

" 1

D

S5 S5

W16x67 BEAM, 25’-10�" LONG,TYP.

EL 601.25

#3 CLOSED STIRRUP

@ 4" ON CENTER.

#5 BENT BAR

8"

4"

S5 S5

10" 2"

1�"

3"

EL 601.39 TOP OF

BEARING PLATE

3�" 7�"

NOTE: INSULATION, PLYWOOD AND THE 2�" STUD

COMPONENTS ONLY REQUIRED FOR THE EXTERIOR LINTELS.

"1

NON -SHRINK

GROUT, TYP.

12 0 1 2 3

SCALE A

4"x11�"x�" THICK

BEARING PLATE, TYP.

NTS

DETAIL

S1 S5 v�" ANCHOR BOLT

10�" LONG, TYP.

�" EXPANSION ANCHOR

WITH 6" OF EMBEDMENT

1’-0" ON CENTER, TYP.

v

WELD THE STEEL FURING

HEADER TO THE ANGLE.

L6x4x�" STEEL LEDGE

ANGLE, 26’-0" LONG, TYP.

NOTE: USE THE L6x4x�" STEEL LEDGE

ANGLE ON BOTH THE NORTH AND SOUTH

WALLS TO SUPPORT THE STEEL ROOF DECK.

RUN THE STEEL ROOF DECK OVER THE ANGLE

AND ONTO THE CONCRETE LEDGE AS SHOWN, TYP.

STANDARD SLOTTED

BOLT HOLE IN THE

BEAM FLANGE

fi s h b a r_

S -0

S o lt a n .d

EXTEIOR LIGHT. CAST EXTERIOR LIGHT

CONDUIT AND JUNCTION BOX INTO THE

OVERHANG AS SHOWN, TYP.

SEE NOTE 1 BELOW

NOTE 1: OPTIONAL CONSTRUCTION JOINT

LOCATION. CAULK PERIMETER OF JOINT,

TYPICAL AT OVERHANGS.

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IDENTIFICATION

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US Army Corps of Engineers

A N

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D

US Army Corps of Engineers a u t o t im e

Chicago District

D

C

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S3 S6

4DETAIL

NTS

#5 @ 9" CORNER BARS

NOTE: TYPICAL CORNER DETAIL

NTS

TYPICAL KEYED

CONSTRUCTION JOINT

NOTE: USE A HYDROPHILIC WATERSTOP

AT EXTERIOR WALL CONSTRUCTION JOINTS

RUN REENFORCEMENT CONTINUOUS

THROUGH CONSTRUCTION JOINTS

W/3 W/3

W/3

W

NTS

v6" EXTRA STRONG

STEEL PIPE FILLED

WITH CONCRETE, TYP.

TYPICAL BOLLARD DETAIL

4"+ GRAVEL

BACK FILL WITH

CONCRETE, TYP.

NTS

TYPICAL REINFORCEMENT

AROUND WALL OPENINGS

2 WALL REINFORCING BARS

AROUND THE OPENING, EACH

FACE, TYP.

EXTEND BARS 1’-6" BEYOND THE OPENING

0" TYP. CONCRETE NOTES:

1. UNLESS OTHERWISE INDICATED ALL REINFORCING SHALL BE DETAILED IN

ACCORDANCE WITH THE LATEST EDITION OF ACI 318, BUILDING CODE AND

COMMENTARY.

2. ALL BENDS AND HOOKS ARE STANDARD UNLESS OTHERWISE NOTED.

3. ALL WALL REINFORCING IS #5 @ 9" EACH WAY, EACH FACE UNLESS

OTHERWISE NOTED.

2. ALL SLAB REINFORCING IS #6 @ 12" EACH WAY, EACH FACE UNLESS

OTHERWISE NOTED.

3. ALL WALL REINFORCING COVER IS 1�" UNLESS OTHERWISE NOTED.

4. ALL SLAB REINFORCING COVER IS 3" UNLESS OTHERWISE NOTED.

NOTES:

1. THE HEAVY DUTY TRENCH FRAME AND LIDS WITH TYPE A GRATE SHALL

BE GREY IRON, CLASS 35, FOR HEAVY DUTY USE. THE TRENCH FRAME AND

LIDS SHALL BE INSTALLED PER MANUFACTURER’S RECOMMENDATIONS. THERE

SHALL BE 4 LIDS PER LOCATION.

2’-0"

2"

S1 S6

DETAIL

NTS

v6" EXTRA STRONG

STEEL PIPE FILLED

WITH CONCRETE, TYP.

S6 S6

C

3" CAST IRON

DRAIN PIPE, TYP.

v

8"

#6 @ 6" BY 3’-4" LONG

TYP UNDER TRENCH.

IN

E N

C H

T Y

P

1’-8�"

L

IP

2’-2"

7�"

8" 5"

S1 S6

DETAIL

NTS

1�" DEEP 20

GAUGE STEEL

STUD, TYP

FRAME OPENING WITH A

2x10 RIPPED DOWN TO 7�"

SCABBED TO A 2x6 RIPPED

DOWN TO 3�", TYP AROUND

GARAGE DOOR OPENINGS.

�" IMPACT RESISTANT

DRYWALL, TYP.

2" RIDGID

INSULATION, TYP.

9"3"

GARAGE DOOR AND HARDWARE.

INSTALL PER MANUFACTURER’S

RECOMMENDATIONS, TYP.

fi s h b a r_

S -0

S o lt a n .d

HEAVY DUTY TRENCH

FRAME AND COVER

DIMENSION PER THE HEAVY

DUTY TRENCH FRAME AND

COVER MANUFACTURER, TYP.

CSECTION

NTS S6 S6

12’-0"

SECTION

A6 S6NTS

F

EXTEND SLAB BARS AND

BEND AS SHOWN, TYPICAL

FOR STOOPS.

6�" STOOP2"

�" DROP

4" SIDEWALK SEE SHEET

S-05 FOR DETAILS.

2’-6"

#5 @ 6", TYP.

#5 @ 9", TYP.

DIMENSION PER DOOR MANUFACTURE’S RECOMMENDATIONS

M

IN

A L

#5 BENT BARS

@ 6", TYP.

OPTIONAL CONSTRUCTION

JOINT LOCATION. CAULK

PERIMETER OF JOINT,

TYPICAL AT OVERHANGS.

NOTE: THE CONTRACTOR HAS THE OPTION

TO CAST THE OVERHANG SEPARATELY FROM

THE WALL. SEE OPTIONAL CONSTRUCTION

JOINT LOCATION INDICATED ABOVE.

3"

�" DEEP BY �" WIDE DRIP

CONTINUOUS AROUND THE

PERIMETER OF THE DOOR

OVERHANG, TYP.

EXTEIOR LIGHT. CAST EXTERIOR LIGHT

CONDUIT AND JUNCTION BOX INTO THE

OVERHANG AS SHOWN, TYP.

CONDUIT

ELECTIRC

JUNCTION BOX

A U

G

SECTION

A6 S6NTS

G

4"

NOTE: CAST JUNCTION BOX MOUNTING SURFACE

AFTER THE MAIN WALL HAS BEEN CAST, TYP.

#4 BARS BENT

@ 4" TYP.

GROUT

INTO PLACE

3-#4 BARS

A M

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IDENTIFICATION

D A

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A P

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US Army Corps of Engineers

A N

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US Army Corps of Engineers a u t o t im e

Chicago District

F

IL

E N

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