ELEVATION SECTION A-A STANDARD DRAWING NO.

SHEET NO.

1

3

4

5

6

7

8

9

2

INDEX

SUBJECT

10

11

12

13

14

15

INDIANA DEPARTMENT OF TRANSPORTATION

SEPTEMBER 2017

STANDARD DRAWING NO.

DATEDESIGN STANDARDS ENGINEER

DATECHIEF ENGINEER

16

E 802-SNGP-01

DRAWING INDEX

WIDE-FLANGE SIGN SUPPORT AND PANEL SIGN

Wide-Flange Sign Support, Foundation

Wide-Flange Sign Support, Post Selection Table, Clear Height=22 ft








Panel Sign Post Clip

Panel Sign Connection Details

Wide-Flange Sign Support, Fuse/Hinge Plate Connection

Wide-Flange Sign Support, Base Connection Dimensions

Wide-Flange Sign Support, Base Connection

Wide-Flange Sign Support, Placement and Post Spacing

Wide-Flange Sign Support and Panel Sign Drawing Index

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/s/ David H. Boruff 03/17/17

04/10/17/s/ John Leckie

SECTION A-A

Stu

b Length

FoundationSign Support

Fuse Plate

Perforated Hinge Plate

3

4

7'-0" Min.

ELEVATION

Stabilized Shoulder

A

A

(Typ.)

Foundation

Sign Support

Sign Border

1

1 1

Clear

Heig

ht

1/5 Width3/5 Width1/5 Width

Width

Edge of Travel Lane

7'-0" Min. Post Spacing

30' or as specified in plans

For Posts > 18 lb/ft

(Typ.)4" Max.




DATECHIEF ENGINEER

SEPTEMBER 2017

E 802-SNGP-02

PLACEMENT AND POST SPACING

WIDE FLANGE SIGN SUPPORT

Clear height is based on the longest post.5.

See keynote 3 on Standard Drawing E 802-SNGP-05.4

See Detail A on Standard Drawing E 802-SNGP-05.3

For sign post clip details see Standard Drawing E 802-SNGP-07.2.

per foot the minimum beam spacing shall be 7 ft.

For beams that have a unit weight greater than 18 lbs1

NOTES:

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/s/ John Leckie 04/10/17

Min.

6'-0"

3 BEAM SPACING 4 BEAM SPACING

3/20 Width2 Spa. @ 7/20 Width3/20 Width 1/8 Width3 Spa. @ 1/4 Width1/8 Width

4" Max.3" Typ.

4" Max.3" Typ.

SECTION A-A

Washer

washer

Install below

Keeper Plate,

Base Plate

Washer

Ground Slope

Keeper Plate

Stub

Stub

Foundation

Sign Support

Post

Sign Support

Base Plate2

3

Base Plate2

Base Plate 22

2

2

AA

3

FRONT ELEVATION SIDE ELEVATION

(Typ.)

Stiffener Plate

Base Plate

2

2

2

2

3

Plate

Stiffener

Typ. Each

2W

to the shoulder.

installed parallel

This side to be

Washer

Base Plate

Washer

Sign Post

Sign Post

Bolt Bolt2 2

3"

Typ.

4"

Max.

3"

Typ.

4"

Max.



DATECHIEF ENGINEER


SEPTEMBER 2017

BASE CONNECTION

WIDE-FLANGE SIGN SUPPORT

E 802-SNGP-03

prevent nut loosening.

Threads at junction with nuts shall be burred using a center punch to C.

All bolts shall be tightened in accordance to 711.65(d).B.

of the top base plate. Shim as required to plumb post.

each bolt shall be placed between the top of the keeper plate and bottom

The contractor shall bolt post to stub. One flat washer on A.

PROCEDURE FOR ASSEMBLY OF BASE CONNECTION:

802-SNGP-16 for stub length and foundation dimensions.

See Foundation Data table on Standard Drawing E 3

diameter.

stiffener plate details, including weld thickness and bolt

See Standard Drawing E 802-SNGP-04 for base plate and 2

physically held level until the concrete sets.

Stubs shall be plumb and base plate shall be leveled and 1.

NOTES:

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(28 Gauge)

Plate Thickness = 0.0149"30°

Plate Detail

See Base

S t1

B

A/2

bfb

A

S S

1/2"

1/2

"

1/2"

1/2

"

Plate Thickness = t

bf

b

A

D

C

R (Typ.)

Stiffener Plate

SHIM DETAIL

L

L

L/2

M

Shims per Post.

and 2 - 0.0329" Thick (21 Gauge)

Provide 2 - 0.0149" Thick (28 Gauge)

Plate Thickness = t1

STIFFENER PLATE

BOLT KEEPER PLATE

Plate Thickness = t

SECTION AT BASE PLATE BASE PLATE

2

BASE CONNECTION DATA

B CA D R(lbf*in)

Torque

W 6x12

W 8x18

W 8x24

W 10x33

2-3/16"5-3/4"

8" 2-3/4"

2-3/8"

2" 3/8"

7/16"

7/16"

9/16"

5/8"

3/4"

3/4"

1"

270 ± 45

445 ± 75

445 ± 75

580 ± 90

w

SHIM

5/16"

4-3/4"

7"

2"

2-3/8"

2-3/4"

5-1/8"

6-1/4"

8"

8"

2-3/16"

b f

1-1/8"

1-1/2"

1-3/4"

2"

2-1/2"

2-3/4"

3-1/2"

4"

S

1-3/16"

1-3/8"

1-3/8"

1-9/16"

1/2"

1/2"

1/2"

1/2"

1/2"

5/8"

3/4"

3/4"

1/4"

1/4"

5/16"

L

1-3/8"

1-3/4"

2-1/8"

2-3/8"

20.70

26.08

9.02

Per Post (lb)

Hardware

& Misc.

Plate, Stiffener,

Wt. of Base

13.71

M

11/16"

13/16"

13/16"

1t 2t

1-1/16"

W 12x45 3" 9/16"1" 580 ± 908" 3" 8" 2" 4" 1-9/16" 1/2" 3/4" 5/16" 2-3/4" 28.351-1/16"

W 6x9 1"4-1/2" 2" 4-1/2" 1/2" 9/32" 1-3/8" 1/2" 1/2" 3/16" 8.432-1/2" 1-3/4" 13/16"2" 140 ±20

Post SizeDia.

Bolt INDIANA DEPARTMENT OF TRANSPORTATION



DATECHIEF ENGINEER

SEPTEMBER 2017

E 802-SNGP-04

BASE CONNECTION DIMENSIONS


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w

w

BDepth of SectionB

A

B

A/2

A/2

CC

C C

B

FUSE PLATE HINGE PLATE

Diameter = D

Hole

2

Post Hinge

Diameter = D

Hole

1

Thickness = t

Plate

1 Thickness = t

Plate

2

D D

CC

EEE

and reamed

be drilled or sub-punched

Flange holes for hinge shall

DETAIL A

and WebCut Flange

Post

Perforated Fuse Plate

H.S. Bolts Bearing Type

Hinge Plate

3" ± 2"

2

Flat Washers

11 3

and reamed.

be drilled or sub-punched

Flange holes for hinge shall

Sign Face

A B C D E

7-1/4"

8-1/4"

8-1/4"

4"

9-1/4"

11"

5-1/4"

6-1/2"

8"

8"

1-1/4"

1-3/8"

1-3/8"

2"

2"

7/8"

1-1/8"

1-1/2"

1-3/4"

1-3/4"

15/16"

1-1/4"

1-1/2"

1-3/4"

1-3/4"

3/8"

3/8"

1/2"

5/8"

3/4"

13/16"

1"

1"

1-1/8"

1-5/16"

11/16"

13/16"

13/16"

1-1/16"

1-1/16"

5/8"

3/4"

3/4"

1"

1"

W 6x12

W 8x18

W 8x24

W 10x33

W 12x45

6.16

9.20

26.20

37.40

15.20

Per Post (lb)

Hinge Plate

Fuse Plate &

Wt. of

4-1/4" 4" 1-1/8" 7/8" 1/4" 9/16" 1/2" 4.801" 3/4"

FUSE AND HINGE PLATE DATA

W 6x9

fuse plate hinge plate

t1 D1 D2t2

28,400

39,250

51,500

(lbs)

Tension

Bolt

12,050

19,200

28,400

Diameter

BoltPost Size

3/8""

1/4"

3/8"

1/2"

5/8"

3/4"

NOTES:

FUSE/HINGE PLATE CONNECTION





DATECHIEF ENGINEER

SEPTEMBER 2017

E 802-SNGP-05

of the upper joint.

perforated fuse plates shall be used on the front and back sides

3 For assemblies in medians or along undivided highways,

exceed 0.0625 in.

plate/hinge plate connection shall fit flush. Any variation shall not

2 The upper and middle W-Beam sections at the fuse

plate to the bottom of the sign shall be the same for all posts.

1 The distance from the top of the fuse plate and the hinge

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SECTION B-B

SECTION C-C

1'-0"

1'-0"

1'-0"

1'-0"

Post Flange

Limits of Sign

Sign Post

Sign Panel

Sign Panel

Sign Post

DETAIL A

Detail A

Panel Sign Post Clip (Typ.)

Panel Sign Post Clip (Typ.)

Sign Panel (Typ.)

(Typ.)

Panel Sign Post Clip

(View from Back of Sign)

ELEVATION

C CB

B

1

1

1

Top of sign panel

Bottom of sign panel PANEL SIGN CONNECTION DETAILS




DATECHIEF ENGINEER

SEPTEMBER 2017

E 802-SNGP-06

Clip details.

width. See Standard Drawing E 802-SNGP-07 for Post

These clips are not required for signs less than 24 ft. in 1

NOTES:

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5/16"

3/4"

1" 5/16"

3/16"

Knurled

Knurled

ELEVATION

1"

1/16"

5/8"

3/16"

5/8"

1 3/4"

3/8" - 16 UNC-2A Thread

SIDE VIEW

1"

7/16"1 7/8"

3/8" 1 5/16"

1" 1/4" 5/8"

PLAN VIEW

Hex Lock Nut

3/8" - 16 UNC-2A

POST CLIP BOLT

TOP VIEW

1/16"

3/8" Ø x 1 3/4" Bolt

3/8"R

5/16"R

5/8"R

1/4"R

PANEL SIGN POST CLIP


SEPTEMBER 2017



DATECHIEF ENGINEER

E 802-SNGP-07

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1 9/16"

1 1/2" 1/2"

Sign Width (ft)

Sig

n H

eig

ht (ft)

2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9

2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9

2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9

2- W6x9 2- W6x9 2- W6x9

2- W6x9

2- W6x12 2- W6x12 2- W6x12 2- W6x12

2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18

2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18

2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18

2- W8x18 2- W8x18 2- W8x18 2- W8x18

2- W8x18 2- W8x18

2- W8x18 2- W8x18

2- W8x18

2- W8x24 2- W8x24 2- W8x24

2- W8x24 2- W8x24 2- W8x24 2- W8x24

2- W8x24 2- W8x24 2- W8x24

2- W8x24 2- W8x24

2- W8x24*

2- W8x24*

2- W8x24

2- W10x33 2- W10x33

2- W10x332- W10x332- W10x332- W10x33

2- W10x332- W10x332- W10x332- W10x332- W10x332- W10x332- W10x33

2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33

2- W10x332- W10x332- W10x332- W10x332- W10x332- W10x332- W10x33

2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33

2- W10x332- W10x332- W10x332- W10x332- W10x33

2- W10x332- W10x332- W10x33

2- W10x332- W10x33

2- W10x33

2- W10x33*

2- W10x33*

2- W10x33*

2- W10x33*

2- W12x45 2- W12x45

2- W12x452- W12x45

2- W12x452- W12x45

2- W12x452- W12x45

2- W12x45 2- W12x45

2- W12x45 2- W12x45

3- W10x33 3- W10x33

3- W10x333- W10x33

3- W10x333- W10x33

3- W10x33

4- W10x33

4- W10x334- W10x334- W10x33*

4- W10x33* 4- W10x33*

6 8 10 12 14 16 18 20 22 24 26 28 30

4

6

8

10

12

14

16

18

20

22

24

26

28

30

* Post spacing shall be 7'-0"

Standard size not available

2- W8x24*

2- W8x18

2- W8x18

2- W8x18

CLEAR HEIGHT = 8 FT

POST SELECTION TABLE





DATECHIEF ENGINEER

SEPTEMBER 2017

E 802-SNGP-08

up to the nearest even number.

3. Sign dimensions and clear height should be rounded

2. Table entries are number of posts- post size.

to bottom of sign.

1. Clear height is the distance from the top of foundation

NOTES:

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Sign Width (ft)

Sig

n H

eig

ht (ft)



2- W6x9 2- W6x9 2- W6x9 2- W6x12 2- W6x12 2- W6x12

2- W6x9 2- W6x12 2- W6x12

2- W6x12

2- W6x12 2- W8x18 2- W8x18 2- W8x18

2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18

2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18

2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18

2- W8x18 2- W8x18 2- W8x18 2- W8x18

2- W8x18 2- W8x18

2- W8x18 2- W8x18

2- W8x18

2- W8x24

2- W8x24 2- W8x24

2- W8x24 2- W8x24 2- W8x24

2- W8x24

2- W8x24*

2- W10x33*

2- W10x33 2- W10x33

2- W10x332- W10x332- W10x332- W10x33

2- W10x332- W10x332- W10x332- W10x332- W10x332- W10x332- W10x33


2- W12x452- W10x332- W10x332- W10x332- W10x332- W10x332- W10x33

2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33

2- W12x452- W10x332- W10x332- W10x332- W10x33

2- W12x452- W10x332- W10x33

2- W12x452- W10x33

2- W10x33

2- W10x33*

2- W10x33*

2- W10x33*

2- W10x33*

2- W12x45 3- W10x33

3- W10x332- W12x45

3- W10x333- W10x33

3- W10x332- W12x45

2- W12x45 3- W10x33*

2- W12x45

3- W10x33 3- W10x33

4- W10x333- W10x33

3- W10x33

3- W10x33

4- W10x33

4- W10x334- W10x334- W10x33*

4- W10x33* 4- W10x33

6 8 10 12 14 16 18 20 22 24 26 28 30

4

6

8

10

12

14

16

18

20

22

24

26

28

30

2- W10x33 2- W10x33

2- W10x332- W10x33

2- W10x332- W8x24*

2- W10x33



2- W8x18

2- W8x18

2- W8x18

CLEAR HEIGHT = 10 FT




SEPTEMBER 2017



DATECHIEF ENGINEER

E 802-SNGP-09




to bottom of sign.


NOTES:

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Sign Width (ft)

Sig

n H

eig

ht (ft)



2- W6x9 2- W6x12 2- W6x12 2- W8x18 2- W8x18 2- W8x18

2- W6x12 2- W8x18

2- W8x18

2- W8x18 2- W8x18 2- W8x18 2- W8x18

2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18


2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x24 2- W8x24

2- W8x18 2- W8x18 2- W8x18 2- W8x24

2- W8x18 2- W8x18

2- W8x18

2- W8x24

2- W8x24

2- W8x33*

2- W10x33*

2- W10x33 2- W10x33

2- W10x332- W10x332- W10x332- W10x33

2- W10x332- W10x332- W10x332- W10x332- W10x332- W10x332- W10x33


3- W10x332- W12x452- W12x452- W10x332- W10x332- W10x332- W10x33

2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W12x45 2- W12x45

3- W10x332- W12x452- W10x332- W10x332- W10x33

2- W12x452- W10x332- W10x33

2- W12x452- W10x33

2- W12x45

2- W10x33*

2- W10x33*

2- W10x33*

2- W10x33*

3- W10x33 3- W10x33

3- W10x333- W10x33

3- W10x333- W10x33

3- W10x333 W10x33*

3- W12x45 3- W12x45

4- W10x334- W10x33* 4- W10x33

4- W12x454- W10x334- W10x33*

6 8 10 12 14 16 18 20 22 24 26 28 30

4

6

8

10

12

14

16

18

20

22

24

26

28

30

2- W10x33 2- W10x33

2- W10x332- W10x33

2- W10x332- W8x24*

2- W10x33

2- W8x24*

2- W10x33

2- W10x33 2- W10x33

2- W10x33

2- W10x33

2- W10x33 2- W10x33



2- W8x18

2- W8x18

2- W8x18





SEPTEMBER 2017



DATECHIEF ENGINEER

E 802-SNGP-10




to bottom of sign.


NOTES:

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Sign Width (ft)

Sig

n H

eig

ht (ft)



2- W6x12 2- W8x18 2- W8x18 2- W8x18 2- W8x18

2- W8x18 2- W8x18

2- W8x18

2- W8x18 2- W8x18 2- W8x18 2- W8x18

2- W8x18 2- W8x18 2- W8x18 2- W8x24 2- W8x24 2- W8x24 2- W8x24

2- W8x18 2- W8x18 2- W8x18 2- W8x24 2- W8x24

2- W8x18 2- W8x18 2- W8x24 2- W8x24 2- W8x24

2- W8x18 2- W8x18 2- W8x24 2- W8x24

2- W8x18

2- 10x33

2- W10x33*

2- W10x33*

2- W10x33 2- W10x33

2- W10x332- W10x332- W10x332- W10x33

3- W10x333- W10x332- W10x332- W10x332- W10x332- W10x332- W10x33


3- W10x333- W10x333- W10x332- W10x332- W10x332- W10x332- W10x33

2- W10x33 2- W10x33 2- W10x33 3- W10x33* 2- W10x33 3- W10x33

3- W10x333- W10x33*2- W10x332- W10x33

2- W10x33

2- W10x33*

2- W10x33*

2- W10x33*

3- W10x33 4- W10x33

4- W10x33*3- W10x33 4- W10x33 4- W10x33

4- W10x334- W10x33*

6 8 10 12 14 16 18 20 22 24 26 28 30

4

6

8

10

12

14

16

18

20

22

24

26

28

2- W10x332- W10x332- W10x332- W10x332- W8x24

2- W10x33 2- W10x33 2- W10x33 2- W10x33

2- W10x332- W10x332- W10x332- W10x332- W8x24*

2- W8x24* 2- W8x24* 2- W10x33 2- W10x33

2- W10x332- W8x24*

2- W10x33



2- W8x18

2- W8x18

2- W8x18





SEPTEMBER 2017



DATECHIEF ENGINEER

E 802-SNGP-11




to bottom of sign.


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Sign Width (ft)

Sig

n H

eig

ht (ft)



2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x24

2- W8x18 2- W8x18

2- W8x18

2- W8x18 2- W8x24 2- W8x24 2- W8x24

2- W8x24 2- W8x24 2- W8x24 2- W8x24 2- W8x24

2- W8x24 2- W8x24 2- W8x24 2- W8x24

2- W8x24 2- W8x24 2- W8x24

2- W8x24

2- W10x33*

2- W10x33*

2- W10x33 2- W10x33

3- W10x332- W10x332- W10x332- W10x33

3- W10x333- W10x333- W10x332- W10x332- W10x332- W10x332- W10x33


4- W10x33*3- W10x333- W10x333- W10x33*2- W10x332- W10x33

2- W10x33 2- W10x33

2- W10x33*

4- W10x33 4- W10x33

6 8 10 12 14 16 18 20 22 24 26 28 30

4

6

8

10

12

14

16

18

20

22

24

2- W10x332- W10x332- W10x332- W10x332- W8x24

2- W10x33 2- W10x33 2- W10x33 2- W10x33

2- W10x332- W10x332- W10x332- W10x332- W8x24*

2- W8x24* 2- W10x33 2- W10x33 2- W10x33

2- W10x332- W10x33*

2- W10x33

2- W10x33 2- W10x33

2- W10x33

2- W8x24* 2- W10x33

2- W10x33

2- W10x33



2- W8x18

2- W8x18

2- W8x18





SEPTEMBER 2017



DATECHIEF ENGINEER

E 802-SNGP-12




to bottom of sign.


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Sign Width (ft)

Sig

n H

eig

ht (ft)

2- W6x12 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x24


2- W8x18 2- W8x18 2- W8x24 2- W8x24 2- W8x24

2- W8x18

2- W8x24 2- W8x24 2- W8x24 2- W8x24

2- W8x24 2- W8x24

2- W8x24 2- W8x24 2- W8x24 2- W8x24

2- W8x24 2- W8x24

2- W10x33*

2- W10x33*

2- W10x33 2- W10x33

3- W10x333- W10x333- W10x332- W10x33

4- W10x333- W10x333- W10x332- W10x332- W10x332- W10x332- W10x33

2- W10x33 3- W10x33* 3- W10x33 3- W10x33 4- W10x33* 4- W10x33 4- W10x33

2- W10x33

6 8 10 12 14 16 18 20 22 24 26 28 30

4

6

8

10

12

14

16

18

20

22

2- W10x332- W10x332- W10x332- W10x33

2- W10x33 2- W10x33 2- W10x33 2- W10x33

2- W10x332- W10x332- W10x332- W10x332- W8x24*

2- W10x33* 2- W10x33 2- W10x33 2- W10x33

2- W10x332- W10x33*

2- W10x33

2- W10x33 2- W10x33

2- W10x33

2- W8x24* 2- W10x33

2- W10x33

2- W10x33

2- W10x33 2- W10x33 2- W10x33

2- W10x332- W8x24*

2- W10x33

2- W10x33



2- W8x18

2- W8x18

2- W8x18





SEPTEMBER 2017



DATECHIEF ENGINEER

E 802-SNGP-13




to bottom of sign.


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Sign Width (ft)

Sig

n H

eig

ht (ft)



2- W8x18 2- W8x24 2- W8x24 2- W8x24

2- W8x24 2- W8x24 2- W8x24 3- W8x24

2- W8x24 2- W8x24

2- W8x24 2- W8x24

2- W8x24

6 8 10 12 14 16 18 20 22 24 26 28 30

4

6

8

10

12 2- W8x24*

2- W8x24*

2- W8x24*

3- W8x24* 3- W8x24* 3- W8x24

3- W8x24 3- W8x24 3- W8x24 3- W8x24 4- W8x24



2- W8x18

2- W8x18





SEPTEMBER 2017



DATECHIEF ENGINEER

E 802-SNGP-14




to bottom of sign.


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Sign Width (ft)

Sig

n H

eig

ht (ft)


2- W8x24 2- W8x24 2- W8x24 2- W8x24 2- W8x24 2- W8x24

2- W8x24 2- W8x24 2- W8x24

2- W8x24 3- W8x24 3- W8x24 3- W8x24

3- W8x24

6 8 10 12 14 16 18 20 22 24 26 28 30

4

6

8

10 2- W8x24*

2- W8x24*

2- W8x24*

3- W8x24*



2- W8x18





SEPTEMBER 2017



DATECHIEF ENGINEER

E 802-SNGP-15

nearest even number.

Sign dimensions and clear height should be rounded up to the 3.

Table entries are number of posts- post size.2.

of sign.

Clear height is the distance from the top of foundation to bottom 1.

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3"

4"

Depth

Dia

meter (S

ee T

able)

3"(Typ.) Grade

Finished

Post Stub

Class A Concrete

Washer Detail

See Bolt Keeper

Centers

#4 Bars @ 12"

2

2

Post Stub

3" Cover (Typ.)

(typ.)

Centers

#4 Bars @ 12"

Size & Number)

Table for

Bars (See

Size & Number)

Table for

Bars (See

or 4"

Max.

(Typ.)

(max.)

4"

2'-6"

8 - #8

FOUNDATION DATA

Depth

W8x18

2'

2'-6"

4'

7' 4'

4'

4'

5'

5'

W8x24

Length

Stub DiameterPost Size

W10x33

W12x45

W6x9

W6x12

2' 8 - #8

2' 7' 8 - #8

2' 10' 8 - #8

10'

12' 10 - #8

12' 10 - #8

Bars

Reinforcement Type

A

A

B

B

C

C

FOUNDATION





DATECHIEF ENGINEER

SEPTEMBER 2017

E 802-SNGP-16

accordance with ASTM Specification A1064.

Specification A706/706M and holding wires shall be in

bars are used, reinforcing bars shall be in accordance with ASTM

Where shop-welded assemblies of foundation stirrup reinforcing 3.

#4 bars.

flat turns top and one flat turn bottom may be utilized in lieu of

At the option of the contractor, D10 spiral wire @ 6" pitch, three 2

All reinforcing shall be grade 60.1.

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Stu

b B

ea

m Length (

See T

able)

ELEVATION SECTION A-A STANDARD DRAWING NO.

Documents

Transcript of ELEVATION SECTION A-A STANDARD DRAWING NO.