Chapter 03 - Superstructure SECTION 03 SUPPORT …chapter 03 - superstructure section 03 – support...

OFFICE OF STRUCTURES STRUCTURAL DETAIL MANUAL

Chapter 03 - Superstructure

SECTION 03

SUPPORT BRACKETS (SUP-SB)



Section 03 – Support Brackets

SUB-SECTION 01

42” F-SHAPE AND SINGLE

SLOPE SLOPE PARAPET

(SUP-SB(42F) and SUP-SB(42SS))

APPROVAL

DIRECTOR

OFFICE OF STRUCTURES

DATE:

VERSION

STATE HIGHWAY ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

STATE OF MARYLAND


DETAIL NO. SHEET OFSUP-SB(42F)-101 1 2

1.02

c

cc

c

c

c

c

L 4'' conduitc

B

Station for light post

support bracket shown on

Plans is only approximate.

Bracket to be located

midway between parapet

#5 Ties. See Sheet

2 of 2.

Bottom to match underside

of fascia, parallel to grade.Sleeves for anchor

A/2A/2

PLAN

SECTION A-A

B

Bracket

3'' min.3'' min.

Parapet control

joint.

joint.

Parapet control

A

Note:

steel not shown.

•'' Drain at low point

of junction box.

#5- Ties

For Section ''B-B'' see Sheet 2 of 2.

bolts. See ''Note A.''

1'-10'' 1'-10''1'-1•'' 1'-1•''

Scale: •''=1'-0''

Scale: •''=1'-0''

See ''Note A''

1'-10''

5'-

7'' Min.

42'' STRAIGHT BACK

Note B:

4-#5 Ties

A (Minimum 6'-5'') see Note B

5''

1'-0''

1'-6‚''

Parapet

Deck overhang reinforcing

Spacing to match that of deck overhang steel (Varies 5''

to 7''). Bars to be placed between deck overhang steel.

length of bridge.

4'' conduit, full

for 1‚'' conduit.

drill and tap box

Provide slip hole or

minimum limitations).

necessary to meet

joint spacing (adjust as

A = Normal parapet control

control joints.

epoxy coated.

top and bottom

#5

to a paraffin joint.

side only shall be changed

joint beyond, on one

pier, The first control

control joint at the L of

at L of pier, eliminate the

If a light post is placed

See Sheet 2 of 2.

coated, @ 8'' c/c

8-#5 Ties, epoxy

Hook one end.

deck overhang steel.

placed parallel to

shown, top and bottom

coated, spaced as

12#9's, epoxy

4'' conduit.

Provide holes in box for

junction box with cover.

or fiberglass U.L. listed

cast iron, galvanized steel

6'' x 6'' x 8'' galvanized

SLOPE PARAPET WITH STRAIGHT BACKWITH SINGLE CONDUIT AND 42'' F-SHAPE OR SINGLE

SUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST

SUP

ER - S

UPP

OR

T

BR

AC

KET

08/23/2019

height of pole for this detail is 40'.

leveling nuts on anchor bolts. Max

light poles to be set plumb using

identified on the Lighting Plan(s). All

lighting contractor for the fixture

anchor bolts shall be provided by the

The bolt circle dimension and size of

Note A:

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

For exact configuration of overhangConnect drain to low

11'' 11''

4-#5 Ties

2'-

8''

using 8'' max. radius.

12-#9

12-#9

Connect drain to low

point of junction box.

1'-2''

•''

see ''Typical Cross Section'' of bridge.

3''

1'-10''

5''

Scale: •''=1'-0''

8''

SECTION B-B FOR ''F-SHAPE'' BARRIER

4-#8's

4-#7's

Cap

point of conduit.

•'' Drains

1‚'' conduit, bend

1'-0''

3''

3''

42'' STRAIGHT BACK

2'' cl, (typ.)

See ''Note C''

#5 @ 8'' c/c in place of normal

parapet reinforcing

#5 @ 8'' c/c to alternate with

& bottom

#5 top

may be galvanized steel or PVC.

Conduit, drain tubes and cap

Note:

SUP

ER - S

UPP

OR

T

BR

AC

KETSUP-SB(42F)-101 2 2

1.02

c

Note C:

slightly from the joint indicated.

For exact details and location of the

joint see ''Superstructure'' Sheet.

parapet and the deck may vary

SLOPE PARAPET WITH STRAIGHT BACKWITH SINGLE CONDUIT AND 42'' F-SHAPE OR SINGLE


SUP-TB(42F)-101 or SUP-TB(42SS)-101.

multispan bridge. Refer to either

opening to centerline of pier in a

in a simple span bridge and expansion

expansion opening to expansion opening

continuously in the parapet from

All #7 and #8 bars shall be placed

Note:

Note D:

barrier type.

purposes only. See plans for

F-Shape barrier is for illustrative

The constr. jt. between the

08/23/2019

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

c






control joints.

A= Normal parapet contol

joint spacing (Adjust as

necessary to meet


#5 Ties. See Sheet

2 of 2.



PLAN

SECTION A-A

#5 Ties

Scale: •''=1'-0''

Scale: •''=1'-0''

Note:

steel not shown.

42'' DIAMOND BACK

Note B:

c

c

L 4'' conduitc

B

A/2A/2

B

c

Bracketc

3'' min.3'' min.

Parapet control

joint.c

joint.

Parapet control

c

A

5'-

7'' Min.

2'-

3‚''

1'-10''1'-1•''1'-1•''1'-10''

A (Minimum 6'-5'') See Note B

5-#5 Ties

1'-0''

8''

Parapet



See ''Note A''




of junction box.









for 1‚'' conduit.

drill and tap box


length of bridge.

4'' conduit, full

See Sheet 2 of 2.

coated, @ 8'' c/c

8-#5 Ties, epoxy

epoxy coated.

and bottom

#5 top

Hook one end.


placed parallel to


coated, spaced as

12#9's, epoxy

4'' conduit.






SUP

ER - S

UPP

OR

T

BR

AC

KET1 2SUP-SB(42F)-102

1.02SLOPE PARAPET WITH DIAMOND BACK

WITH SINGLE CONDUIT AND 42'' F-SHAPE OR SINGLESUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST

08/23/2019








Note A:

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

1'-6''

12-#9

12-#9

c

5-#5 Ties

2'-

8''

1'-2''

10''

8''

3''

1'-6„''

4‡''

1'-3„''

4-#8

4-#7

7''

•''

Scale: ƒ''=1'-0''

3''

3''

Cap

•'' Drains

1'-0''

42'' DIAMOND BACK

2'' cl. (typ.)

See ''Note C''


8-#5 @ 8'' c/c in place of

normal parapet reinforcing.

not shown.

Normal deck reinforcing

parapet.

back face of

Slope to match


Connect drain to lowand bottom

#5 top



point of conduit.




Note:

Note C:



Sheet.

joint see ''Superstructure''


SUP

ER - S

UPP

OR

T

BR

AC


1.02SLOPE PARAPET WITH DIAMOND BACK









Note:

Note D:

barrier type.



SECTION B-B FOR "F-SHAPE" BARRIER


08/23/2019

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

B



A/2A/2

PLAN

SECTION A-A

B

c

Bracketc

Parapet control

joint

c

joint

Parapet control

c

A

Note:

steel not shown.

of junction box.

#5- Ties

3'' min.

1'-10''1'-1•''1'-1•''1'-10''

3'' min.

Scale: •''=1'-0''

Scale: •''=1'-0''




See ''Note A''

#5 Ties. See Sheet

2 of 2.

5'-

7'' Min.

epoxy coated.

2'-

3''

1'-0''

2'-

0''

Parapet

42'' RECESSED BACK

#5

5-#5 Ties


6''

c






control joints.

Note B:

2-#5 straight barsepoxy coated

c

c

L 4'' conduitc




length of bridge.

4'' conduit, full

for 1‚'' conduit.

drill and tap box



necessary to meet



control joints.








See Sheet 2 of 2.

coated, @ 8'' c/c.

8-#5 Ties, epoxy

Hook one end.


placed parallel to


coated, spaced as

12#9's, epoxy

4'' conduit.






SUP

ER - S

UPP

OR

T

BR

AC

KET1 2SUP-SB(42F)-103

1.02SLOPE PARAPET WITH ARCHITECTURAL FINISH


08/23/2019








Note A:

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

c

For exact configuration of overhang


5-#5 Ties

12-#9

12-#9

5''

•''

Scale: •''=1'-0''




3''

1'-6'' 2'-9''

2'-

8''

2'-3''

10''

1'-0''

1'-0''

2ƒ''

3''

3''


1'-0''

3'-

6''

1'-0''

4-#7

4-#8

#5 bar

Cap

point of conduit.

•'' Drains

42'' RECESSED BACK

1'-3•''

Level

#5 straight bartop and bottom

#5 top andbottom as shown 2

''cl.

(ty

p.)


See ''Note C''

as shown

#5's spaced

as shown#5 @ 8'' c/c bent

finish

architectural

2'' max.

steel or PVC.cap may be galvanized Conduit, drain tubes and Note:

parapet steel8-#5 @ 8'' c/c in place of normal#5 @ 8'' c/c to alternate with using 8'' max. radius.

Note C:



Sheet.



SUP

ER - S

UPP

OR

T

BR

AC











Note:

Note D:

barrier type.




08/23/2019

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

c






#5 Ties. See Sheet

2 of 2.



PLAN

SECTION A-A

Note:

steel not shown.


of junction box.

#5- Ties



Scale: •''=1'-0''

Scale: •''=1'-0''

42'' STRAIGHT BACK

Note B:

c

c

B

A/2A/2

B

cBracketc

3'' min.3'' min.

Parapet control

joint.

c

joint.

Parapet control

c

A1'-10'' 1'-10''1'-1•'' 1'-1•''

See ''Note A''

1'-10''

5'-

7'' Min.

4-#5 Ties


5''

1'-0''

1'-6‚''

Parapet

L 3'' conduitsc





necessary to meet



control joints.








length of bridge.

3'' conduits, full

for 1‚'' conduit.

drill and tap box


epoxy coated.

top and bottom

#5

See Sheet 2 of 2.

coated, @ 8'' c/c

8-#5 Ties, epoxy

Hook one end.


placed parallel to


coated, spaced as

12#9's, epoxy

3'' conduit.


junction boxes with cover.




SUP

ER - S

UPP

OR

T

BR

AC


1.02SLOPE PARAPET WITH STRAIGHT BACK

WITH DUAL CONDUITS AND 42'' F-SHAPE OR SINGLESUPPORT BRACKET FOR BRIDGE MOUNTED LIGHT POST

08/23/2019








Note A:

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

c

For exact configuration of overhangConnect drain to low

11'' 11''

4-#5 Ties

2'-

8''


12-#9

12-#9


1'-2''

•''


3''

1'-10''

5''

Scale: •''=1'-0''

8''


4-#8's

4-#7's

Cap

point of conduit.

•'' Drains


42'' STRAIGHT BACK

3''

3''

point of junction box (typ.).

1'-10''

2'' cl, (typ.)

#5 @ 8'' c/c in place of normal

parapet reinforcing


See ''Note C''

10''

& bottom

#5 top



Note:

Note C:





SUP

ER - S

UPP

OR

T

BR

AC


1.02SLOPE PARAPET WITH STRAIGHT BACK









Note:

Note D:

barrier type.




08/23/2019

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

c






control joints.



necessary to meet


#5 Ties. See Sheet

2 of 2.



PLAN

SECTION A-A

#5 Ties

c

Scale: •''=1'-0''

Scale: •''=1'-0''

Note:

steel not shown.

42'' DIAMOND BACK

Note B:

c

c

L 3'' conduitsc

B

A/2A/2

B

c

Bracketc

3'' min.3'' min.

Parapet control

joint.c

joint.

Parapet control

A

5'-

7'' Min.

2'-

3‚''

1'-10''1'-1•''1'-1•''1'-10''


5-#5 Ties

1'-0''

8''

Parapet



See ''Note A''




of junction box.


length of bridge.

3'' conduits, full








for 1‚'' conduit.

drill and tap box

Provide slip hole or See Sheet 2 of 2.

coated, @ 8'' c/c

8-#5 Ties, epoxy

epoxy coated.

and bottom

#5 top

Hook one end.


placed parallel to


coated, spaced as

12#9's, epoxy

3'' conduit.






SUP

ER-C

ON

CR

ET

E

WO

RKSUP-SB(42F)-202

1.02

1 2

SLOPE PARAPET WITH DIAMOND BACKWITH DUAL CONDUITS AND 42'' F-SHAPE OR SINGLE


08/23/2019








Note A:

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

1'-6''

12-#9

12-#9

c

5-#5 Ties

2'-

8''

1'-2''

10''

8''

3''

1'-6„''

4‡''

1'-3„''

4-#8

4-#7

7''

•''

Scale: ƒ''=1'-0''

Cap

•'' Drains

42'' DIAMOND BACK

3''

3''

1'-10''

2'' cl. (typ.)

See ''Note C''


8-#5 @ 8'' c/c in place of

normal parapet reinforcing.

10''

not shown.

Normal deck reinforcing

parapet.

back face of

Slope to match

and bottom

#5 top



point of conduit.

Connect drain to low(typ.).

point of junction box




Note:

Note C:



Sheet.



SUP

ER - S

UPP

OR

T

BR

AC

KETSUP-SB(42F)-202

1.02

2 2

SLOPE PARAPET WITH DIAMOND BACKWITH DUAL CONDUITS AND 42'' F-SHAPE OR SINGLE









Note:

Note D:

barrier type.



SECTION B-B FOR "F-SHAPE" BARRIER


08/23/2019

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

B



A/2A/2

PLAN

SECTION A-A

B

c

Bracketc

Parapet control

joint

c

joint

Parapet control

c

A

Note:

steel not shown.

of junction box.

#5- Ties

3'' min.

1'-10''1'-1•''1'-1•''1'-10''

3'' min.

Scale: •''=1'-0''

Scale: •''=1'-0''




See ''Note A''

#5 Ties. See Sheet

2 of 2.

5'-

7'' Min.

epoxy coated.

2'-

3''

1'-0''

2'-

0''

Parapet

6''

c






control joints.

Note B:


#5

5-#5 Ties


c

c

L 3'' conduitsc




length of bridge.

3'' conduits, full

for 1‚'' conduit.

drill and tap box



necessary to meet



control joints.








See Sheet 2 of 2.

coated, @ 8'' c/c.

8-#5 Ties, epoxy

Hook one end.


placed parallel to


coated, spaced as

12#9's, epoxy

3'' conduit.






SUP

ER-C

ON

CR

ET

E

WO

RKSUP-SB(42F)-203 1 2



42'' RECESSED BACK

08/23/2019








Note A:

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

42'' RECESSED BACK

c



5-#5 Ties

12-#9

12-#9

5''

•''

Scale: •''=1'-0''



3''

1'-6'' 2'-9''

2'-

8''

2'-3''

10''

1'-0''

1'-0''

2ƒ''


1'-0''

3'-

6''

4-#7

4-#8

Cap

point of conduit.

•'' Drains

3''

3''


1'-10''

1'-3•''

Level



''cl.

(ty

p.)

See ''Note C''



#5 bar

10''

as shown

#5's spaced

as shown#5 @ 8'' c/c bent

finish

architectural

2'' max.

steel or PVC.cap may be galvanized Conduit, drain tubes and Note:

parapet steel8-#5 @ 8'' c/c in place of normal#5 @ 8'' c/c to alternate with using 8'' max. radius.

Note C:

parapet and the deck slab may vary




Sheet.

SUP

ER-C

ON

CR

ET

E

WO

RKSUP-SB(42F)-203 2 2










Note:

Note D:

barrier type.




08/23/2019



Section 03 – Support Brackets

SUB-SECTION 02

PARAPET WITH SIDEWALK

(SUP-SB(SW))

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

B

c






#5 Ties. See Sheet

2 of 2.



A/2A/2

PLAN

SECTION A-A

B

cBracketc

3'' min.3'' min.

Parapet control

joint.

c

joint.

Parapet control

c

A

Note:

steel not shown.


of junction box.

#5- Ties



1'-10'' 1'-10''1'-1•'' 1'-1•''

Scale: •''=1'-0''

Scale: •''=1'-0''

See ''Note A''

1'-10''

5'-

7'' Min.

Face of curb

1'-0''


4-#5 Ties

Note B:

Parapet

SIDEWALK WITH STRAIGHT BACK

c

c




L 4'' conduitc

6'' x 6'' x 10''

galvanized cast iron,

galvanized steel or

fiberglass U.L. listed


If stain is applied to inside

face of concrete the color

of the cover shall match

the stain. Provide holes in

box for 4'' conduit.

1'-2‚''

length of bridge.

4'' conduit, full

for 1‚'' conduit.

drill and tap box



necessary to meet



control joints.

epoxy coated.

and bottom

#5 top








Sheet 2 of 2.

as shown, See

coated, spaced

5-#5 Ties, epoxyHook one end.


placed parallel to


coated, spaced as

12#9's, epoxy

WITH STRAIGHT BACK AND SIDEWALKWITH SINGLE CONDUIT AND PARAPET


SUP

ER - S

UPP

OR

T

BR

AC

KETSUP-SB(SW)-101

2.00

1 2

08/23/2019








Note A:

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

12-#9

12-#9

c

5-#5 Ties

11'' 11''

4-#5 Ties

SECTION B-B FOR SIDEWALKS WITH PARAPET




Same elevation as top

of sidewalk at parapet.

Normal parapet

reinforcing.



& bottom

#5 top

1'-2''

•''

3''

1'-10''

Scale: •''=1'-0''


8''

Cap 1‚'' conduit, bend

point of conduit.

•'' Drains

3''

3''

See ''Note C''

2'' cl, (typ.)



Note:

7‚''

SUP-TB(SW)-101.

pier in a multispan bridge. Refer to

expansion opening to centerline of

opening in a simple span bridge and

from expansion opening to expansion

be placed continuously in the sidewalk

All longitudinal bars are #5's and shall

Note:

Note C:

The constr. jt. between the sidewalk and


the joint indicated.


the deck may vary slightly from

WITH STRAIGHT BACK AND SIDEWALKWITH SINGLE CONDUIT AND PARAPET


SUP

ER - S

UPP

OR

T

BR

AC

KETSUP-SB(SW)-101 2 2

2.00

2'-•''


08/23/2019

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

c






control joints.



necessary to meet


2 of 2.


of fascia, parallel to grade.

A/2A/2

PLAN

SECTION A-A

B

#5 Ties

c

c/c

Bracketc

3'' min.3'' min.

#5- Ties

Parapet control

joint.c

joint.

Parapet control

c

epoxy coated.

and bottom

#5 top

A

#5 Ties See Sheet


1'-10'' 1'-10''1'-1•'' 1'-1•''

Scale: •''=1'-0''

Scale: •''=1'-0''

2'-

3‚''

See ''Note A''

length of bridge.

4'' conduit, full

for 1‚'' conduit.

drill and tap box


5'-

7'' Min.

Note:

steel not shown.

See Sheet 2 of 2.

coated, @ 12''

5-#5 Ties, epoxy

Face of curb


Note B:

1'-0''

SIDEWALK WITH DIAMOND BACK

c








c


Hook one end.


placed parallel to


coated, spaced as

12#9's, epoxy




of junction box.

Sleeves for anchor bolts. See ''Note A.''

Parapet

1'-7''








galvanized steel or



L 4'' conduitc

B

WITH DIAMOND BACK AND SIDEWALKWITH SINGLE CONDUIT AND PARAPET


SUP

ER - S

UPP

OR

T

BR

AC

KETSUP-SB(SW)-102

2.00

1 2

08/23/2019








Note A:

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

1'-6''

c

5-#5 Ties

1'-2''5-#5 Ties

10''

3''

1'-2ƒ''

•''

•'' Drains (Galv.)

7''

3''

3''

Scale:•''=1'-0''

8''

Cap


2'' cl, (typ.)

12-#9

12-#9

See ''Note C''

3'-

6''

7‚''

1'-1•''

of junction box.

Connect drain to low point

parapet.

back face of

Slope to match

& bottom

#5 top



reinforcing.

Normal parapet

point of conduit.




Note:

Note C:



the deck slab may vary slightly from



SUP-TB(SW)-102.







Note:


WITH DIAMOND BACK AND SIDEWALKWITH SINGLE CONDUIT AND PARAPET

SUPPORT BRACKET FOR MOUNTED LIGHT POST

SUP

ER - S

UPP

OR

T

BR

AC


2.00

2'-•''

08/23/2019

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

B

c






control joints.



A/2A/2

PLAN

SECTION A-A

BcBracketc Parapet control

joint

c

joint

Parapet control

c

A

Note:

steel not shown.

of junction box.

#5- Ties

3'' min.

2'-

2•''

1'-10''1'-1•''1'-1•''1'-10''

3'' min.

Scale: •''=1'-0''

Scale: •''=1'-0''




See ''Note A''

5'-

7'' Min.

Parapet

#5 Ties, epoxy

coated.

RECESSED BACK WITH SIDEWALK

Face of curb

3''

Note B:


1'-0''

4-#5 Ties


c

c

L 4'' conduitc




1'-7''

6'' x 6'' x 10''


galvanized steel or








length of bridge.

4'' conduit, full

for 1‚'' conduit.

drill and tap box


epoxy coated.

#5

Sheet 2 of 2.

as shown See

coated, spaced

8-#5 Ties, epoxy


necessary to meet



control joints.








Hook one end.


placed parallel to


coated, spaced as

12#9's, epoxy

ARCHITECTURAL FINISH AND SIDEWALKWITH SINGLE CONDUIT AND PARAPET WITH


SUP

ER - S

UPP

OR

T

BR

AC

KETSUP-SB(SW)-103

2.00

1 2

08/23/2019








Note A:

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

12-#9

c

4-#5 Ties




Scale: •''=1'-0''

•''

3''





10''

1'-6''

2'-2•''

8''

1'-0''

Typ.

2ƒ''

3''

3''

Cap

point of conduit.

•'' Drains

1‚'' Conduit, bend

1'-0''


12-#9

See ''Note C''

#5 top andbottom as shown

Level


1'-3•''

2''cl.

(ty

p.)

#5

4'-

4''

4'-

3''

7‚''

2'-3•''

as shown

#5 spaced

Finish

Architectural

2'' Max.

shownc/c, bent as#5 @ 8''

parapet reinforcing

in place of normal

8-#5 ties @ 8'' c/c



Note:

SUP-TB(SW)-103.







Note:

Note C:






ARCHITECTURAL FINISH AND SIDEWALKWITH SINGLE CONDUIT AND PARAPET WITH


SUP

ER - S

UPP

OR

T

BR

AC


2.00

2'-•''

08/23/2019

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

B

c






#5 Ties. See Sheet

2 of 2.



A/2A/2

PLAN

SECTION A-A

B

cBracketc

3'' min.3'' min.

Parapet control

joint.

c

joint.

Parapet control

c

A

Note:

steel not shown.


of junction box.

#5- Ties



1'-10'' 1'-10''1'-1•'' 1'-1•''

Scale: •''=1'-0''

Scale: •''=1'-0''

See ''Note A''

1'-10''

5'-

7'' Min.

1'-0''

4-#5 Ties


Note B:


Parapet

Face of curb

c

c

L 3'' conduitsc




6'' x 6'' x 10''

galvanized steel or








1'-2‚''


length of bridge.

3'' conduits, full

for 1‚'' conduit.

drill and tap box



necessary to meet



control joints.

epoxy coated.

and bottom

#5 top

Sheet 2 of 2.

as shown See

coated, spaced

5-#5 Ties, epoxy








Hook one end.


placed parallel to


coated, spaced as

12#9's, epoxy

WITH STRAIGHT BACK AND SIDEWALKWITH DUAL CONDUITS AND PARAPET


SUP

ER - S

UPP

OR

T

BR

AC


2.00

08/23/2019








Note A:

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

c

5-#5 Ties

11'' 11''

4-#5 Ties




Same elevation as top

of sidewalk at parapet.

Normal parapet

reinforcing.


1'-2''

•''

3''

1'-10''

Scale: •''=1'-0''


8''

Cap

point of conduit.

•'' Drains

3''

3''

1‚'' conduit, bend using 8'' max. radius.


2'' cl, (typ.)

See ''Note C''

12-#9

12-#9

7''

2'-

7•''

7‚''

& bottom

#5 top



Note:

SUP-TB(SW)-101.







Note:

Note C:







WITH STRAIGHT BACK AND SIDEWALKWITH DUAL CONDUITS AND PARAPET


SUP

ER - S

UPP

OR

T

BR

AC


2.00

08/23/2019

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

c






control joints.



necessary to meet


2 of 2.


of fascia, parallel to grade.

PLAN

SECTION A-A

#5 Ties

#5 Ties See Sheet


Scale: •''=1'-0''

Scale: •''=1'-0''

Note:

steel not shown.

Note B:

A/2A/2

B

c

c/c

Bracketc

3'' min.3'' min.

#5- Ties

Parapet control

joint.c

joint.

Parapet control

c

A

1'-10'' 1'-10''1'-1•'' 1'-1•''

2'-

3‚''

See ''Note A''

5'-

7'' Min.

Face of curb


1'-0''


c

c

L 3'' conduitsc




Sleeves for anchor bolts. See ''Note A.''

6'' x 6'' x 10''


galvanized steel or








of junction box.


epoxy coated.

and bottom

#5 top

length of bridge.

3'' conduits, full

for 1‚'' conduit.

drill and tap box

Provide slip hole or See Sheet 2 of 2.

coated, @ 12''

5-#5 Ties, epoxy








Hook one end.


placed parallel to


coated, spaced as

12#9's, epoxy

Parapet

1'-7''

SUP

ER - S

UPP

OR

T

BR

AC


2.00

08/23/2019

WITH DIAMOND BACK AND SIDEWALKWITH DUAL CONDUITS AND PARAPET









Note A:

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

1'-6''

c

5-#5 Ties

1'-2''5-#5 Ties

10''

3''

1'-2ƒ''

•''

•'' Drains (Galv.)

7''

Scale:•''=1'-0''

8''

Cap


3''

3''

1‚'' conduit, bend using 8'' max. radius.

12-#9

12-#9

See ''Note C''


10''

3'-

6''

2'-

7•''

7‚''

1'-1•''

parapet.

back face of

Slope to match

& bottom

#5 top

reinforcing.

Normal parapet

point of conduit.


of junction box (typ.).

Connect drain to low point



Note:

SUP-TB(SW)-102.







Note:

Note C:



the deck slab may vary slightly from


joint see ''Superstructure'' Sheet. WITH DIAMOND BACK AND SIDEWALKWITH DUAL CONDUITS AND PARAPET

SUPPORT BRACKET FOR MOUNTED LIGHT POST

SUP

ER - S

UPP

OR

T

BR

AC


2.00

08/23/2019

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF

B

c






control joints.



A/2A/2

PLAN

SECTION A-A

BcBracketc Parapet control

joint

c

joint

Parapet control

c

A

Note:

steel not shown.

of junction box.

#5- Ties

3'' min.

2'-

2•''

1'-10''1'-1•''1'-1•''1'-10''

3'' min.

length of bridge.

3'' conduits, full

Scale: •''=1'-0''

Scale: •''=1'-0''




See ''Note A''

for 1‚'' conduit.

drill and tap box


5'-

7'' Min.

Parapet

#5 Ties, epoxy

coated.


Face of curb

3''

Sheet 2 of 2.

as shown See

coated, spaced

8-#5 Ties, epoxy

epoxy coated.

#5

4-#5 Ties

Note B:


necessary to meet



control joints.


1'-0''


c








c

L 3'' conduitsc


Hook one end.


placed parallel to


coated, spaced as

12#9's, epoxy



1'-7''

6'' x 6'' x 10''

galvanized steel or









ARCHITECTURAL FINISH AND SIDEWALKWITH DUAL CONDUITS AND PARAPET WITH


SUP

ER - S

UPP

OR

T

BR

AC


2.00

08/23/2019








Note A:

APPROVAL

DIRECTOR


DATE:

VERSION



STATE OF MARYLAND


DETAIL NO. SHEET OF



Scale: •''=1'-0''

•''

3''



10''

1'-6''

8''

1'-0''

Typ.

2ƒ''

Cap

3''

3''

1'-0''


4-#5 Ties


12-#9

12-#9

See ''Note C''

c


2'-2•''

point of conduit.

•'' Drains

Level


1'-3•''


''cl.

(ty

p.)

#5

7''

4'-

4''

4'-

2'' 2'-

7•''

7‚''

2'-3•''

as shown

#5 spaced

Finish

Architectural

2'' Max.

parapet reinforcing

in place of normal

8-#5 ties @ 8'' c/c



Note:

shownc/c, bent as#5 @ 8''

1‚'' Conduit, bend using 8'' max. radius.

SUP-TB(SW)-103.







Note:

Note C:






ARCHITECTURAL FINISH AND SIDEWALKWITH DUAL CONDUITS AND PARAPET WITH


SUP

ER - S

UPP

OR

T

BR

AC

KET2 2SUP-SB(SW)-203

2.00

08/23/2019

Chapter 03 - Superstructure SECTION 03 SUPPORT …chapter 03 - superstructure section 03 – support...

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Transcript of Chapter 03 - Superstructure SECTION 03 SUPPORT …chapter 03 - superstructure section 03 – support...