Azotea_Standard_Drawings_0002.pdf

DIMENSION OF KEYS

N

12" to 17"

A

1.5" 18" to 22" 2.0" 23" to 27" 2.5" 28" to 32" 3.0" 33" to 37" 3.5" 38" to 42" 4.0" 43" to 47" 4.5" 48" to 52" 5.0" 53" to 57" 5.5" 58" to 62" 6.0" 63" to 67" 6.5" 68" to 72" 7.0" 73" to 77" 7.5"

Reinforcement not shown

N a=4A

N/2

MEMBERS WITH WATERSTOPS

NOT TO SCALE

MEMBERS WITHOUT WATERSTOPS

NOT TO SCALE

Nb

AA

A a=4A

N/2

AA

A

Waterstop

Reinforcement not shown

AL

W

AY

S

TH

IN

K

SA

FE

TY

SHEET

D

C

B

A

D

C

B

A

B U

R

EA

U O

F R

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A

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A R

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A R D

D R A W

IN

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S

S

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A R D

A N

D T

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A L

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IG

N

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C O

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TR

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ES

CONSTRUCTION JOINT

KEYS

DENVER, CO

40-D-5249

1952-12-03

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

T.R.

L.E.N.

N.A. - H.B.

ACT. CHIEF ENGINEER

NOTES

1. This standard may be used for walls or slabs where shown on the drawings.

2. Dimension "b" varies with bar cover, bar sizes, and method of support during installation.

3. One or more keys may be used for members 6'-0" thick or over.

4. For multiple keys, use key with dimension "A" = 4 inches.

5. For General Notes for Concrete Outline and Reinforcement, see 40-D-60003.

R

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N O

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K.B. KEENER

W.E. BLOMGREN

R el ea se d

"Ø Expansion eye bolt

See Note 8

Typical return or typical end post

" Std. pipe

To Pipe To Wall

TYPICAL CHAIN DETAILS

AS REQUIRED

" 1

9"

1 2

1 2

6"

1 2 m i n

Ê

Ê

3 8

F o r

1 2

P i p e

Ê

Ê

Ê

Ê

5"

9"

2"

Top of concrete

CL. Std. pipe

" Pl.

AA

DETAIL 1

(For slabs 1'-2" thick or greater)

1 2

Bar x0-9"

" Pl.

CL. Std. pipe

SECTION A-A

7 8

F o r

1 2

P i p e

2" 2"

9"

5"

L e s s t h a n

Top of concrete

CL. Std. pipe

" Pl.

BB

DETAIL 2

(For slabs less than 1'-2" thick)

M i n

CL.

"Øx4" Headed concrete anchors

(behind)

CL. Std. pipe

3 4

F o r

1 2

P i p e

1 4

F o r

1 2

P i p e

Bar x0'-9"

SECTION B-B

CL.

"Ø Holes in plate for

"Ø expansion anchors

CL.

"Ø Holes in plate for

"Ø expansion anchors

CL.

"Øx4" Headed concrete anchors

" Std. pipe

" Std. pipe

CL. Guardrail

SECTION C-C

G

LB Type fitting

Conduit coupling

7"

Drill for

"-coupling with chase nipple.

Weld all around

" Nipple to suit with reamed inside edges

Conduit fitting

For in and out installation

Top of concrete

DETAIL 3

Top of concrete

See Detail 1

(for slabs 1'-2" thick or greater)

See Detail 2

(For slabs less than 1'-2" thick)

8'-0" Max. between guardrail posts 8'-0" Max. between guardrail posts

G

9"

Face of wall or CL. of adjacent pipe guardrail

1'-0"

90° L.R. Std. butt welding elbow

" Std. pipe

Top of concrete

TYPICAL RETURN TYPICAL CENTER POST TYPICAL END POST

SIDE MOUNTED PIPE GUARDRAIL

G

4"

" Std. pipe

TYPICAL LIGHT POST

C C

C o o r d i n a t e w i t h e l e c t r i c a l i n s t a l l a t i o n s

" Std. pipe

" Std. pipe

See Detail 3

1'-0"

G

90° L.R. Std. butt welding elbow

Provide post 1'-0" from all horizontal bends

" Std. pipe

TYPICAL GUARDRAIL

HORIZONTAL BEND

M a x

T o n e x t p o s t

" Std. pipe

Top of concrete

Varies

" Max.

Top of concrete

A L W

A Y S

T H

I N

K

S A F E T Y

SHEET

D

C

B

A

D

C

B

A

B U

R E A U

O

F

R E C L A M

A T I O

N

U S

D

E P A R T M

E N

T

O

F

T H

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I N

T E R I O

R

Managing

LAR M TA IOCE N

W in theWa estter

C

D

S Y S T E M

A u t o C s

C

I L E N

A M

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D

R D

D

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S A V E

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L A S T

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D A

D

T Y P I C A L

D

E S I G

N S

M I S C E L L A N

E O

U S

M

E T A L W

O R K

PIPE GUARDRAILS

SIDE MOUNTED PIPE

GUARDRAILS

ELEVATION, SECTIONS,

AND DETAILS

DENVER, CO

40-D-6591

1993-01-07

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

T.E. SADUSKY

T.E. SADUSKY

T.C. GRABER/DCD

CHIEF, CIVIL ENG. DIVISION

E V

N

O

D

H u e r t a

O l a f f

G

P E

U P D

A T

A W

I N

G

T E X T

S T Y L E

B O

R D

E R

A N

D

T I T L E

B L O

C K

C

R R E N

T

D

R A W

I N

G

R E C O

R D

S

S Y S T E

M

B E R

T E S

A N

D

D

E L E T E D

S U

B M

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G

N A T U

R

V I S

A R D

R A I L

H E I G

H

N

O R

R E V I S I O

N S

NOTES

1. Not all information shown on this drawing may be needed for every job. Use information on this drawing as required.

2. Galvanize all ferrous metalwork after fabrication. Provide vent holes as required in bottom of pipe.

3. All material is steel unless otherwise noted.

4. Splice guardrail as required with splice locks. Provide splice lock suitable for expansion joint at 50 foot centers maximum and at expansion joints in concrete.

5. Contractor determines guardrail lengths based on dimensions of structures. See structure drawings for location and extent of guardrails.

6. Grind all welds smooth.

7. Details, welds, and other connections shown are typical for all similar conditions.

8.

"Ø Galvanized chain with maximum sag of 2-inches. Provide "S" hook and heavy duty swivel snap at one end. Weld single chain link to opposite end post or return.

R E V

N

O

T.C. GRABER

JOHN D. SMART

C G

M I N

O R

R E V I S I O

N

R el ea

7"

Drill for

"-coupling with chase nipple.

Weld all around

" Nipple to suit with reamed inside edges

Conduit fitting

For in and out installation

Top of concrete

Coupling, or elbow hub, as required

DETAIL 1

" 2

"1

" 1

8"

1 2

M i n

1 2

CL. Std. pipe and

"Ø vent hole

Face of concrete

" Pl.

CL.

"Ø Holes in plate for

"Ø expansion anchors

SECTION A-A

1 2

1 2

Gate or walkway side

" Std. pipe

" Std. pipe

CL. Guardrail

SECTION B-B

G

"Ø Expansion eye bolt

See Note 8

Typical return or typical end post

" Std. pipe

To Pipe To Wall

TYPICAL CHAIN DETAILS

AS REQUIRED

A

A

8'-0" Max. between guardrail posts 8'-0" Max. between guardrail posts

G

Face of wall or CL. of adjacent pipe guardrail

1'-0"

90° L.R. Std. butt welding elbow

" Std. pipe

Top of concrete

TYPICAL RETURN TYPICAL CENTER POST TYPICAL END

POST

TOP MOUNTED PIPE GUARDRAIL

G

4"

" Std. pipe

Min.

6"

TYPICAL LIGHT POST

B B

C o o r d i n a t e w i t h e l e c t r i c a l i n s t a l l a t i o n s

" Std. pipe

" Std. pipe

1'-0"

G

90° L.R. Std. butt welding elbow

Provide post 1'-0" from all horizontal bends

" Std. pipe

TYPICAL GUARDRAIL

HORIZONTAL BEND

M a x

T o n e x t p o s t

" Std. pipe

6"

Min.

Top of concrete Top of concrete

See Detail 1

A L W

A Y S

T H

I N

K

S A F E T Y

SHEET

D

C

B

A

D

C

B

A

B U

R E

R E C L A M

A T I O

N

U S

D

E P A R T M

E N

T

O

F

T H

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T E R I O

R

Managing

LAR M TA IOCE N

W in theWa estter

C

S T E M

A u t o C s

C

L E N

A M

E

D

R D

D

W G

L A S T

S A V

T E

L A S T

S A V

B

R R O

D R I G

U

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A N

D A

A W

I N

G S

S T A N

D A

D

T Y P I C A L

D

E S I G

N S

M I S C E L L A N

E O

U S

M

E T A L W

O R K

PIPE GUARDRAILS

TOP MOUNTED PIPE

GUARDRAILS

ELEVATION, SECTIONS,

AND DETAILS

DENVER, CO

40-D-6592

1993-01-07

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

T.E. SADUSKY

T.E. SADUSKY

T.C. GRABER/DCD

CHIEF, CIVIL ENG. DIVISION

E V

N

O

NOTES

1. Not all information shown on this drawing may be needed for every job. Use information on this drawing as required.

2. Galvanize all ferrous metalwork after fabrication. Provide vent holes as required in bottom of pipe.

3. All material is steel unless otherwise noted.

4. Splice guardrail as required with splice locks. Provide splice lock suitable for expansion joint at 50 foot centers maximum and at expansion joints in concrete.

5. Contractor determines guardrail lengths based on dimensions of structures. See structure drawings for location and extent of guardrails.

6. Grind all welds smooth.

7. Details, welds, and other connections shown are typical for all similar conditions.

8.

"Ø Galvanized chain with maximum sag of 2-inches. Provide "S" hook and heavy duty swivel snap at one end. Weld single chain link to opposite end post or return.

T. C. GRABER

JOHN D. SMART

R E V

N

O

D

H u e r t a

O l a f f

P

E

U P D

A T

A W

I N

G

T E X T

S T Y L E

B O

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A N

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T I T L E

B L O

C K

R R E N

T

D

R A W

I N

G

R E C O

R D

S

S Y S T E

M

B E R

T E S

A N

D

D

E L E T E D

S U

B M

I T T

G

N A T U

R

N

O R

R E V I S I O

N S

R O

A D

D

C H

O R

C T I O

N

A

H

A N

G E D

G U

A R D

R A I L

H

E I G

H T

F R O

M

R el ea

Eq ua l r un g sp ac in g

0" M ax

0"

M in

8' -0

M ax be tw ee n su pp or ts

3"

2" T yp

4" T yp

1' -0

M ax

6" 6"

M in

8'

-0

M ax be tw ee n su pp or ts 2"

Top landing 10"

CL. Ladder, safety rail and extension

6"

10"

6"

Removable or pop-up safety rail extension, as recommended by manufacturer

4' -6

1'-8"

Bottom landing

Safety step (rung)

3' -0

Safety rail, see Specifications

A A

B B

B B

C C

Angle or bent

pl. 3/8 x4 (Typ.)

1 1/4" Std. pipe

LADDER - TYPE 5

(For distances not exceeding 24'-0" between landings)

4"

2"

4"

2"

1'-8"

"B

1610" 10"

Safety step (rung)

4"

2"

4"

2"

1'-8"

"B

1610" 10"

CL. Ladder

Safety step (rung)

"B

Edge of cover opening

10" 10"

Edge of cover opening

1'-8"

10" 10"

"A

"C

Safety step (rung)Safety step (rung)

1'-8"

Edge of cover opening 3

"B

"A

"C

Face of wall (below)

Face of wall (below)

Face of wall Face of wall

CL. Ladder, safety rail, and extension

CL. Ladder, safety rail, and extension

1 1/4" Std. pipe

CL. Std. pipe and face of plate, or back of angle

Angle or bent

pl. 3/8 x 4

SECTION

A Rectangular opening at top landing

1 1/4" Std. pipe

(Min. 3'-0" diameter opening)

CL. Std. pipe and face of plate, or back of angle

Angle or bent

pl. 3/8 x 4

SECTION

A Round opening at top landing

CL. 13/16"Ø Hole in bent pl. or angle for 5/8"Ø expansion anchor

1 1/4" Std. pipe

CL. Std. pipe and face of plate, or back of angle

SECTION

B

Angle or bent

pl. 3/8 x 4

CL. 13/16"Ø Hole in bent pl. or angle for 5/8"Ø expansion anchor

1 1/4" Std. pipe

CL. Std. pipe and face of plate, or back of angle

SECTION

C

Angle or bent

pl. 3/8 x 4

CL. Ladder, safety rail, and extension

Std. pipe cap

G Rung not shown

1 1/4" Std. pipe

DETAIL

NOTES

1. All material is steel unless otherwise noted.

2. Details, welds, and other connections shown are typical for all similar conditions.

3. Dimensions shown are typical for similar details.

4. Galvanize all ferrous metalwork after fabrication. Provide vent holes as required.

5. Contractor determines length of ladders and rung spacings based on elevation difference. See structure drawings.

6. Grind all welds smooth.

RE

V

NO

RE

V

NO 1

-1

1-

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H ue rt a, O la ff G

P .E

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"A" Equals 7 inches unless noted otherwise on structure drawing.

"B" Equal to "A" + "C".

"C" Varies depending upon opening offset from face of wall.

LADDER DIMENSIONS 20

-0 1-

H ue rt a, O la ff G

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LW

O R K

LADDERS LADDER TYPE 5

ELEVATION, SECTIONS,

AND DETAIL

DENVER, CO

40-D-6604

1993-01-07

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

A.M. TUCKER

A.M. TUCKER

T.E. SADUSKY/DCD

CHIEF, CIVIL ENGINEERING DIVISION

T.C. GRABER

JOHN D. SMART

RE

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NO 3

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AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

1.50"

34.00"

0.75"

.0

0"

G O

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N ot e

See Note 4

Trim line, see Note 5

Trim line, see Note 5

See Note 2

0.

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CONTENTS

(THREE LINES

MAXIMUM)

DETAILS

(THREE LINES

MAXIMUM)

CITY, STATE

PRJ-STA-SEQ

YYYY-MM-DD

NUMBER

DRAWN

ACCEPTED

BUREAU OF RECLAMATION

U.S. DEPARTMENT OF THE INTERIOR

YAKIMA PROJECT

KENNEWICK DIVISION

CHANDLER PUMPING PLANT

SWITCHYARD - STEEL STRUCTURES

DRAWN

MANUFACTURER OR CONTRACTOR

ACCEPTED

TITLE

1. Government will provide contractor with an electronic AutoCAD template to be used by manufacturer for submittal of manufacturer's/contractors drawing in Government format.

2. The manufacturer's title block and drawing revisions as a result of the submittal process, may be located anywhere outside of the trim lines. The location shown on this drawing is the Government's preferred area.

3. The manufacturer shall show the Government solicitation/specification number, the manufacturer's name, drawing and sheet number in this area.

4. Government drawing number(s) will be issued at the end of the submittal process and drawing will be entered into the Government's electronic drawing system by the Government.

5. Trim lines shall be shown on all submitted drawings.

NOTES

AL

W

AY

S

TH

IN

K

SA

FE

TY

SHEET

D

C

B

A

D

C

B

A

B U

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U O

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LA

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A R D

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IG

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G O

V

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EN

T

D R A W

IN

G

F O

R M

A T

DRAWING BORDER,

SAMPLE TITLE BLOCK,

AND SIGNATURE LINES

DENVER, CO

40-D-7102

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

S. NITTA

S. NITTA

D. CRAWFORD

-1

2-

D

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M en dl in

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DRAWING BORDER

SAMPLE TITLE SAMPLE SIGNATURE LINES

-0

3-

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B ar th el

R od ne y

J P.

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1. Information Management Handbook (IMH - 2020), Chapter 2, Section 9.A.4 - "Sheet Border" and Figures G2, G3, and G4.

REFERENCE

R. BARTHEL, P.E.

R.W. LAFOND, P.E.

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