Amendment_0002-Drawing.pdf

#4 @ 12" OC EACH WAY

EQUIPMENT

#4 DOWELS @ 1'-6" OC

AROUND PERIMETER

OF PAD DRILL AND

EPOXY WITH 3"

MINIMUM EMBEDMENT

EXISTING FLOOR SLAB

ROUGHEN SLAB TO 1/4" AMPLITUDE

ANCHOR RODS AS

REQUIRED

BY EQUIPMENT PURCHASED.

V A

R

IE

S

/8

12"

TYP ALL AROUND

1'-0" CLEARANCE

3/4" CHAMFER

99'-10"

4'-6"

1"

BASE PLATE 3/4"X10" SQ

W/ 1" GROUT AND 4-3/4" DIA

ANCHOR RODS WITH 12" EMBEDMENT

6" STD STL. PIPE COL.

ELEV VARIES

14" SQ. PEDASTALS

#3 TIES @ 8"

S-501S-501

4-#5 VERTICAL BARS

3 - #5

4 - #5

CONTRACTOR TO VERIFY DEPTH OF EXISTING

FOUNDATION CONTRACTOR SHALL NOTIFY CONTRACTING

OFFICER OF ANY DIFFERING FIELD CONDITIONS.

1/2" EXPANSION

JOINT (TYP)

4" LEAN CONCRETE

4" LEAN CONCRETE

COMPACTED FILL

3 - #3 TIES EVENLY SPACED

D

S-503S-101

NEW 6" STD PIPE

NEW 3/4" PL X 10"

SQ W/ 4 - 3/4"

DIA A325 BOLTS

EXISTING W14X40

EXISTING W24X68

1/4

FIELD DRILL HOLE

EXISTING SLAB

V A

R

IE

S

EXISTING

REINFORCING

SEE NOTE 1

DEMOLISH PAD AS

SHOWN ON PLAN

REMOVE REINFORCEMENT TO 1" BELOW

TOP OF SLAB. FILL HOLE WITH EPOXY, TYP.

1. APPLY THIN TOPPING CONCRETE REPAIR PRODUCT. PREPARE

SURFACE TO MEET MANUFACTURER'S RECOMMENDATIONS.

3 - #3 TIES

EVENLY SPACED

6 - #5 6 - #5

4 - #5

BASE PLATE 5/8"X9" SQ

W/ 1" GROUT AND 4-3/4" DIA

ANCHOR RODS WITH 9" EMBEDMENT.

SEE DETAIL 8/S-501

1/2" EXPANSION JOINT

FILL WITH CONCRETE AFTER

COLUMN IS ERECTED

12" SQUARE PEDESTAL

4" LEAN CONCRETE

COMPACTED FILL

#3 TIES @ 10"

1 1/4" 7" 1 1/4"

NEW PL7X5/8X0'-9 1/2"

NEW 4 - 3/4" DIA A325

BOLTS, 3 1/2" GA.

EXISTING W16X40

TOS 116'-8 3/4"

1/4

NEW PIPE COLUMN

FIELD DRILL HOLE

/2

/2

1 1/2" 7" 1 1/2"

1/4

1 1/2"

6"

1 1/2"

1/

2"

6"

1/

2"

C O

L

1/4

ARCHITECTURAL DRAWINGS

ROUGH OPENING, SEE

L3X3X1/4, ON EACH SIDE OF WALL

A R

C H

IT

E

C T

U R

A L D

R A

W

IN

G S

R O

U G

H O

P E

N

IN

G S

E E

INSTALL #5 REINFORCEMENT BAR IN

CELL ADJACENT TO OPENING AND GROUT.

NOT REQUIRED IF CELL IS ALREADY REINFORCED

AND GROUTED. DRILL AND EPOXY INTO

FOUNDATION WALL WITH 12 1/2" EMBEDMENT.

S-501S-501

S-501S-501

SIM

1/8 1-6

1/8 1-6

C6x8.2 AS REQUIRED

BY ARCH HEADER

AND JAMB DETAILS

PL1/4X7" WIDE. PLATE SHALL

EXTEND THE LENGTH OF THE

ROUGH OPENING. REQUIRED AT

TOP OF ALL OPENINGS.

REQUIRED AT JAMB AS REQUIRED

BY ARCH JAMB DETAILS.

L3x3x1/4, TYP

1/8 1-6

1/8 1-6

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

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 R

S

C K

D B

Y

US Army Corps of

Engineers ® x

D

C

B

A

D R

A W

IN

G

C O

D E

P

L O

T S

C A

L E

P L

O T

D A

T E

P L O

T D

A T

E

M

IN

O T

.R V

T

A F

-1

-0

C

S H

O O

K

A s i n d ic a te d

/4

/2

:3

:1

P

M

/4

/2

:3 :1

P

M

F E

B R

U A

R Y

W

F

-2 -R

-0

T B

D

Omaha District

E V

O L K

M E

R

J N

O R

R

IS

S-501

S T

R U

C T

U R

A L D

E T

A

IL

S

O M

A H

A D

IS

T

R

IC

T M

S

W A

N S

O N

R E

N O

V A

T E

I N

D U

S T

R

IA

L S

H O

P A

R E

A B

F Y

S T

R U

C T

U R

A L

S -5

M I N

O T

A F

B N

D

SCALE: 1" = 1'-0"

TYPICAL EQUIPMENT HOUSEKEEPING PAD

SCALE: 3/4" = 1'-0"

SECTION AT LOW BAY NEW COLUMN

SCALE: 1" = 1'-0"

SECTION

SCALE: 1" = 1'-0"

TYPICAL EQUIPMENT HOUSEKEEPING PAD DEMO

SCALE: 3/4" = 1'-0"

SECTION AT INTERIOR COLUMN

SCALE: 1" = 1'-0"

SECTION AT INTERIOR COLUMN

SCALE: 3" = 1'-0"

BASE PLATE LOW BAY

SCALE: 3" = 1'-0"

INTERIOR BASE PLATE

SCALE: 3/4" = 1'-0"

MASONRY WALL OPENING

SCALE: 3" = 1'-0"

SECTION

CONSTRUCTION SEQUENCE FOR NEW OPENINGS IN EXISTING MASONRY WALLS

1. SAWCUT OR GRIND OUT A SLOT IN MORTAR JOINT OR MASONRY BLOCK OVER THE NEW DOOR

OPENING. ONLY CUT THREE INCHES INTO THE WALL THICKNESS. THE WIDTH OF THE RESULTING SLOT SHALL BE SUCH THAT A SNUG FIT WILL RESULT FOR THE NEWLY INSTALLED LINTEL ANGLE.

IF EXISTING VERTICAL REINFORCEMENT IS LOCATED ADJACENT TO OPENING, DO NOT CUT

THROUGH REINFORCEMENT.

2. INSTALL STEEL LINTEL ANGLE INTO SLOT, TAKING CARE NOT TO CRACK THE CONCRETE MASONRY

BLOCKS. LINTELS SHALL EXTEND BEYOND THE OPENING BY 8 INCHES ON EACH SIDE.

3. REPEAT THE PROCEDURE FOR THE OPPOSITE SIDE OF THE WALL.

4. ONCE THE LINTEL ANGLES ARE INSTALLED THE DOOR OPENING CAN BE CUT BELOW THE NEW LINTEL

AND THE EXISTING CONCRETE BLOCKS CAN BE REMOVED.

5. WELD STEEL PLATE TO THE TWO LINTEL ANGLES TO TIE THEM TOGETHER AND FORM A C SHAPE

6. CUT OPEN THE FIRST CELL (VERTICALLY) ON EITHER SIDE OF OPENING AND INSTALL DOWELS AND

FULL-HEIGHT REBAR, THEN GROUT-IN THE CELLS. OMIT THIS STEP IF EXISTING VERTICAL

REINFORCEMENT IS PRESENT IN CELL.

7. INSTALL THE METAL DOOR FRAME.

GENERAL NOTES:

1. SEE STRUCTURAL GENERAL NOTES ON

SHEETS S-101 & S-102. SEE ABBREVIATIONS

ON SHEET S-102.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

R

E V

IS

E

D I N

A C

C O

R D

A N

C E

W

IT

H A

M N

O

-0

-2

D A

G