SHEET · sheet no. project numbers district designed date 12/5/06 total ... prestressed concrete beam design and assembly notes prestressed concrete beam design and assembly notes

REVISIONNO. DATE: BY:

ENGINEERING DIVISION

DRAWN

CHECKED

REVIEWED

SHEET

OF

BRIDGE NO.

STATE FEDERALCOUNTY

SHEET

NO.

PROJECT NUMBERSDISTRICT

DESIGNED DATE

12/5/06

TOTAL

WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

DIVISION OF HIGHWAYS

BR-1A

BR-1A

BR-2A

BR-2B

BR-7S

BR-7S

BR-10

BR-11

BR-11M

BR-12

BR-12L

BR-13

BR-P13

BR-P14

BR-P15

BR-P16

BR-P17

BR-P17

BR-14

BR-14S

BR-14S

BR-15

BR-16

BR-17

BR-17

BR-17A

BR-T1

BR-T1

BR-T1

BR-T2

BR-T3

BR-T4

BR-T5

BR-T6

BR-PP2

BR-PP3

BR-PS1

BR-PS2

BR-PS3

BR-1 SUPERSTRUCTURE PLAN-NORMAL CROSSING

BR-1 SUPERSTRUCTURE PLAN-LEFT FORWAD SKEW

BR-1 SUPERSTRUCTURE PLAN-RIGHT FORWARD SKEW

BR-1A SUPERSTRUCTURE PLAN ON PILING NORMAL CROSSING

SUPERSTRUCTURE PLAN ON LEFT FORWARD SKEW

GENERAL NOTES

GENERAL NOTES

CONCRETE ABUTMENT BRIDGE SEAT DETAILS-LT. FORWARD SKEW

CONCRETE ABUTMENT BRIDGE SEAT DETAILS-RT. FORWARD SKEW

STEEL BEAM STRINGERS AND TIMBER DECK

DOWEL LAMINATED TIMBER DECK

STEEL BEAM STRINGERS AND STEEL GRID DECK

MODIFIED STEEL GRID DETAILS-OPEN TYPE

SHOE ASSEMBLY DETAILS-SPAN 60’-0" OR LESS

SHOE ASSEMBLY DETAILS

CONCRETE ABUTMENT LAYOUT

CONCRETE ABUTMENT ON PILING

CONCRETE ABUTMENT ON PILING-REINFORCING STEEL DETAILS

CONCRETE ABUTMENT ON PILING-LEFT WINGWALL DETAILS

CONCRETE ABUTMENT ON PILING-RIGHT WINGWALL DETAILS

CONCRETE ABUTMENT ON PILING-RANGE 4 & 5

CONCRETE ABUTMENT ON PILING-RANGE 1, 2, & 3

SUPERSTRUCTURE PLAN ON PILING RIGHT FORWARD SKEW

BR-10A

REINFORCED CONCRETE ABUTMENT-REINFORCING STEEL DETAILS

BRIDGE SEAT DETAILS-LEFT FORWARD SKEW

BRIDGE SEAT DETAILS-RIGHT FORWARD SKEW

LEFT WINGWALL DETAILS

RIGHT WINGWALL DETAILS

ABUTMENT FOOTING-RANGE 1, 2, & 3

ABUTMENT FOOTING-RANGE 4 & 5

ABUTMENT FOOTING

GLULAM TIMBER SUPERSTRUCTURE PLAN-NORMAL CROSSING

GLULAM TIMBER SUPERSTRUCTURE PLAN-RIGHT FORWARD SKEW

GLULAM TIMBER SUPERSTRUCTURE PLAN-LEFT FORWARD SKEW

GLULAM TIMBER SUPERSTRUCTURE PLAN-GENERAL NOTES

GLULAM TIMBER SUPERSTRUCTURE-GIRDER ANCHORAGE DETAILS

GLULAM TIMBER SUPERSTRUCTURE-GUARDRAIL POST DETAILS

GLULAM TIMBER SUPERSTRUCTURE DIAPHRAGM DETAILS

GLULAM TIMBER SUPERSTRUCTURE DECK FASTENING DETAILS

REINFORCED CONCRETE PIER STEM DETAILS (SQUARE NOSE)

REINFORCED CONCRETE PIER STEM DETAILS (ROUND NOSE)

REINFORCED CONCRETE PIER FOOTING ON PILING

REINFORCED CONCRETE PIER LAYOUT

REINFORCED CONCRETE PIER ON PILES LAYOUT

APPROVED DATE

DIRECTOR ENGINEERING DIVISION

09/22/08

BRD-B 17X36

BRD-B 21X36

BRD-B 27X36

AASHTO TYPE II 36" PRECAST CONCRETE BEAM

BRD-B 33X36

BRD-B 39X36

BRD-B 42X36

BRD-II 36X12

BRD-III 45X16

BRD-IV 54X20

BRD-IVJ 60X37

BRD-IVJ 60X43

BRD-IVJ 60X61

BRD-IVJ 60X49

BRD-IVJ 66X37

BRD-IVJ 66X43

BRD-IVJ 66X49

BRD-IVJ 72X37

BRD-IVJ 66X61

BRD-IVJ 72X43

BRD-IVJ 72X61

BRD-IVJ 72X49

BRD-IVJ 78X37

BRD-IVJ 78X49

BRD-IVJ 78X43

BRD-IVJ 84X37

BRD-IVJ 78X61

BRD-IVJ 84X43

BRD-IVJ 84X61

BRD-IVJ 84X49

BRD-IVM 60X36

BRD-IVM 66X36

BRD-IVM 72X36

AASHTO TYPE III 45" PRECAST CONCRETE BEAM

AASHTO TYPE IV 54" PRECAST CONCRETE BEAM

AASHTO TYPE IV-J PC BEAM 60" DEEP, 37" TOP FLANGE




















AASHTO TYPE IV MODIFIED 60" PRECAST CONCRETE BEAM




AASHTO TYPE IV MODIFIED 84" PRECAST CONCRETE BEAMBRD-IVM 84X36

BRD-IVM 78X36

12" PRESTRESSED PLANK BEAM DESIGN AND ASSEMBLY DETAILSBR-S12A

BR-S12B DESIGN TABLE FOR 12" PRESTRESSED PLANK BEAM

PRESTRESSED CONCRETE BEAM SKEWED END REINFORCING MISC. DESIGN AND ASSEMBLY DETAILS

PRESTRESSED CONCRETE BEAM DESIGN AND ASSEMBLY NOTES

PRESTRESSED CONCRETE BEAM DESIGN AND ASSEMBLY NOTES

BR-B105B

BR-B105A

BR-B106

BR-B17A

BR-B17B

BR-B21A

BR-B21B

BR-B27A

BR-B27B

BR-B33B

BR-B42A

BR-B42B

BR-B100

BR-B101

BR-B102A

BR-B103

BR-B104

17" PRESTRESSED BOX BEAM DESIGN AND ASSEMBLY DETAILS

DESIGN TABLE FOR 17" PRESTRESSED BOX BEAM







PRESTRESSED BOX BEAM DESIGN AND ASSEMBLY DETAILS



PRESTRESSED BOX BEAM TRANSVERSE POST-TENSIONING DESIGN AND ASSEMBLY DETAILS


BR-B33A 33" PRESTRESSED BOX BEAM DESIGN AND ASSEMBLY DETAILS


BR-B39A

BR-B39B



BR-B102B PRESTRESSED BOX BEAM DESIGN AND ASSEMBLY DETAILS

17"X36" P.C. SPREAD BOX BEAM






FACE OF PARAPET

1’-8"

4" 4" 6"6"

4"

6"

6"

2"

2"

SECTION A-A

1’-4

"

#4 BAR INSERTED

THRU TUBING

{ Drain



DRAWN

CHECKED

REVIEWED

SHEET

OF

BRIDGE NO.

STATE FEDERALCOUNTY

SHEET

NO.


DESIGNED DATE

TOTAL



___

SEE DETAIL "A"

8" SCH. 40 PIPE (GALV.)O

1%%129" X%%133" PIPE STRAP

(SEE PIPE STRAP DETAIL)

DOWNSPOUT DETAIL

N.T.S.

N.T.S.

PIPE STRAP DETAIL6

"

%%129

"

{ DRAIN

DOWNSPOUT DETAIL

N.T.S.

6"

%%129

"

2"

8" X 4" X38" STRUCTURAL TUBING

EXTEND 6" BENEATH BOTTOM OF

GIRDER

SECTION C-C

AA

MIN

.

MIN

.

CIRCULAR STEEL PIPE DRAIN

STRUCTURAL STEEL TUBING DRAIN

#4 BAR INSERTED

THRU TUBING

TY

P.

%%129" (TYP.)

R = 4%%129"

212" X38"

GALV. STRAP

FACE OF BEAM

12" PLATE (TYP.)

12" ANGLE (TYP.)

M20 THREADED

INSERTS

%%130

SECTION B-B

FACE OF BEAM

TYP.

12" ANGLE (TYP.)

4"4"

2"

2"

{ DRAIN

12"

PLATE

M20 THREADED

INSERTS

HOLE SLOTTED IN

ANGLE & PLATE

HORIZONTALLY &

VERTICALLY

HOLE SLOTTED IN

ANGLE & PLATE

HORIZONTALLY &

VERTICALLY

C C

B B

THE DRAIN ASSEMBLY SHALL BE GALVANIZED IN

ACCORDANCE WITH AASHTO M111, 2 OUNCES.

NUMBER OF DRAINS REQUIRED:

O34" X 412" LONG SHEAR

STUDS WELDED TO PIPE

PRIOR TO GALVANIZING

DETAIL "A"

N.T.S.

3. NUMBER OF DRAINS REQUIRED:

FACE OF PARAPET

SECTION A-A

#4 BAR INSERTED

THRU TUBING

8" 6"

1’-2"

6"

8"

6"

1’-8

"

TYPE F BARRIERTYPE F BARRIER

NOTE:

STRUCTURAL STEEL TUBING FOR DECK DRAINS SHALL

BE 8" X 4" X 38" COLD FORMED STEEL IN ACCORDANCE

WITH ASTM A500, GRADE B. CONTRACTOR MAY

SUBSTITUTE 12" WALL THICKNESS TUBING FOR 38"

TUBING AT HIS OPTION AND EXPENSE.

FACE OF BEAM

{ DRAIN

1"x2" HORIZONTAL SLOT IN ANGLE

1"x2" VERTICAL SLOT IN PLATE

O

DETAIL "A"

N.T.S.

34" X 412" LONG

SHEAR STUDS WELDED

TO PIPE PRIOR TO

GALVANIZING

{ DRAIN

SECTION C-C



#4 BAR INSERTED

THRU PIPE, PRIOR

TO GALV. BAR

SHALL BE WELDED

INSIDE & OUTSIDE

FACE OF

BEAM

1’- 7"

4"

2’- 1"

4"

2" T

YP

.

PAYMENT FOR THE DRAINAGE SYSTEM SHALL BE

INCLUDED IN THE LUMP SUM BID ITEM PRICE FOR

ITEM 603018-XXX, PRESTRESSED CONCRETE BEAMS.

#4 BAR INSERTED THRU PIPE

PRIOR TO GALV. BAR SHALL

BE WELDED INSIDE & OUTSIDE

{ BEAM

SEE DETAIL "A"

#4 BAR INSERTED THRU

PIPE PRIOR TO GALV.

BAR SHALL BE ORIENTED

PERPENDICULAR TO THE

FACE OF THE PARAPET

{ BEAM

1. COSTS FOR THE DRAINAGE SYSTEM, INCLUDING

GALVANIZING, PAINTING, FLOOR DRAINS, DOWNSPOUTS AND

SUPPORTS ARE INCLUDED IN ITEM 603018-XXX, PRESTRESSED

CONCRETE BEAMS.

2. ALL MATERIALS FOR DRAINAGE SHALL BE GALVANIZED

AFTER FABRICATION AND THEN PAINTED.

AA

%%132

APPROVED DATE

DECK DRAIN DETAILS FOR AASHTO TYPE IV

PRECAST PC BEAM SUPERSTRUCTURE

BR-DD1DIRECTOR ENGINEERING DIVISION

09/22/08

{ DRAIN



DRAWN

CHECKED

REVIEWED

SHEET

OF

BRIDGE NO.

STATE FEDERALCOUNTY

SHEET

NO.


DESIGNED DATE

TOTAL



___

SEE DETAIL "A"

1%%129" X%%133" PIPE STRAP


DOWNSPOUT DETAIL

N.T.S.

N.T.S.

PIPE STRAP DETAIL6

"

%%129

"

{ DRAIN

DOWNSPOUT DETAIL

N.T.S.

6"

%%129

"

AA

B B

MIN

.

MIN

.



#4 BAR INSERTED

THRU TUBING

TY

P.

%%130

SECTION B-B

FACE OF BEAM

TYP.

12" ANGLE (TYP.)

%%129" (TYP.)

R = 4%%129"

212" X38"

GALV. STRAP

FACE OF BEAM

12" PLATE (TYP.)

12" ANGLE (TYP.)

M20 THREADED

INSERTS

FACE OF PARAPET

1’-8"

4" 4" 6"6"

4"

6"

6"

2"

2"

SECTION A-A

1’-4

"

#4 BAR INSERTED

THRU TUBING

4"4"

2"

2"

{ DRAIN

12"

PLATE

M20 THREADED

INSERTSHOLE SLOTTED IN

ANGLE & PLATE

HORIZONTALLY &

VERTICALLY

HOLE SLOTTED IN

ANGLE & PLATE

HORIZONTALLY &

VERTICALLY

C C

4"




DETAIL "A"

N.T.S.

FACE OF PARAPET

SECTION A-A

#4 BAR INSERTED

THRU TUBING

8" 6"

6"

8"

6"

1’-8

"

TYPE F BARRIERTYPE F BARRIER

SECTION C-C

FACE OF BEAM

{ DRAIN



O

DETAIL "A"

N.T.S.

34" X 412" LONG

SHEAR STUDS WELDED

TO PIPE PRIOR TO

GALVANIZING

{ DRAIN

SECTION C-C



#4 BAR INSERTED

THRU PIPE, PRIOR

TO GALV. BAR

SHALL BE WELDED

INSIDE & OUTSIDE

FACE OF

BEAM


NOTE:

2. THE DRAIN ASSEMBLY SHALL BE GALVANIZED IN



8" O SCH. 40 PIPE (GALV.)

EXTEND 6" MIN. BENEATH

BOTTOM OF GIRDER

1’- 7"

2’- 1"


EXTEND 6" MIN. BENEATH BOTTOM

OF GIRDER

2" T

YP

.

4"

2" T

YP

.

1’-2"




3. PAYMENT FOR THE DRAINAGE SYSTEM SHALL BE


ITEM 603018-XXX, PRESTRESSED CONC. BEAMS.

NOTE:

1. STRUCTURAL STEEL TUBING FOR DECK DRAINS SHALL







SUPPORTS ARE INCLUDED IN ITEM 603018-XXX, PRE-

STRESSED CONC. BEAMS.



{ BEAM


PIPE PRIOR TO GALV.



FACE OF THE PARAPET

{ BEAM

SEE DETAIL "A"

AA

%%132

APPROVED DATE

BR-DD2

DECK DRAIN DETAILS FOR AASHTO TYPE IV MODIFIED

PRECAST PC BEAM SUPERSTRUCTURE


09/22/08



DRAWN

CHECKED

REVIEWED

SHEET

OF

BRIDGE NO.

STATE FEDERALCOUNTY

SHEET

NO.


DESIGNED DATE

TOTAL



___

N.T.S.

PIPE STRAP DETAIL

FACE OF PARAPET

1’-8"

4" 4" 6"6"

4"

6"

6"

2"

2"

SECTION A-A

1’-4

"

#4 BAR INSERTED

THRU TUBING



SECTION C-C

%%130

SECTION B-B

FACE OF BEAM

TYP.

12" ANGLE (TYP.)

4"4"

2"

2"

{ DRAIN

12"

PLATE

M20 THREADED

INSERTS

%%129" (TYP.)

R = 4%%129"

212" X38"

GALV. STRAP

FACE OF BEAM

12" PLATE (TYP.)

12" ANGLE (TYP.)

M20 THREADED

INSERTS

C C


NOTE:






ITEM 603016-XXX, PRESTRESSED CONC. BOX BEAMS.

FACE OF BEAM

{ DRAIN



{ DRAIN

DOWNSPOUT DETAIL

N.T.S.

6"

%%129

"

AA

MIN

.

1’-0"

MA

X.

#4 BAR INSERTED

THRU TUBING

TY

P.

B B

{ DRAIN

DOWNSPOUT DETAIL

N.T.S.

6"

%%129

"M

IN.

1’-0"

MA

X.

2" T

YP

.

TY

P.

HOLE SLOTTED IN

ANGLE & PLATE

HORIZONTALLY &

VERTICALLY

HOLE SLOTTED IN

ANGLE & PLATE

HORIZONTALLY &

VERTICALLY

AA

4"

SEE DETAIL "A"

SEE DETAIL "A"

TYPE F BARRIER

TYPE F BARRIER

O

DETAIL "A"

N.T.S.

34" X 412" LONG

SHEAR STUDS WELDED

TO PIPE PRIOR TO

GALVANIZING

2" T

YP

.

4"

#4 BAR INSERTED

THRU PIPE, PRIOR

TO GALV. BAR

SHALL BE ORIENTED


FACE OF THE PARAPET.

8" X 4" X38" STRUCTURAL TUBING,

EXTEND 6" MIN. BENEATH BOTTOM

OF GIRDER



BOTTOM OF GIRDER

{ DRAIN

SECTION C-C



2’-1"

1’-7"

#4 BAR INSERTED

THRU PIPE, PRIOR

TO GALV. BAR

SHALL BE WELDED

INSIDE & OUTSIDE



SUPPORTS ARE INCLUDED IN ITEM 603016-XXX, PRE-

STRESSED CONC. BOX BEAMS.

FACE OF PARAPET

SECTION A-A

#4 BAR INSERTED

THRU TUBING

8" 6"

1’-2"

6"

8"

6"

1’-8

"

FACE OF

BEAM




DETAIL "A"

N.T.S.






DECK DRAIN DETAILS FOR PRECAST

PC BOX BEAM SUPERSTRUCTURE

112" X 38" PIPE STRAP


NOTE:






%%132

%%132

%%132

BR-DD3APPROVED DATE


09/22/08

{ DRAIN



DRAWN

CHECKED

REVIEWED

SHEET

OF

BRIDGE NO.

STATE FEDERALCOUNTY

SHEET

NO.


DESIGNED DATE

TOTAL



___

SEE DETAIL "A"

1%%129" X%%133" PIPE STRAP


1’-0"

DOWNSPOUT DETAIL

N.T.S.

%%129" (TYP.)

R = 4%%129"

212" X38"

GALV. STRAP

N.T.S.

PIPE STRAP DETAIL

GIRDER WEB

34" THREADED ROD WITH

(4) STD. NUTS (GALV.)

6"

%%129

"

{ DRAIN

1’-0

"

DOWNSPOUT DETAIL

N.T.S.

6"

%%129

"

4"


EXTEND 6" BENEATH BOTTOM OF

GIRDER

1 -34" STUD

(TYP. EACH SIDE)

FACE OF PARAPET

1’-8"

4" 4" 6"6"

4"

6"

6"

2"

2"

SECTION A-A

1’-4

"

78" DIA BOLT TYP

%%130

SECTION B-B

4"4"

2"

2"

{ DRAIN

L6"x4"x12"

C C

SECTION C-C

1"x2" Horizontal Slot in Angle

1"x2" Vertical Slot in Plate

{ Drain { Girder

#4 BAR INSERTED

THRU TUBING

AA

B B

12"

PLATE

{ GIRDER

MIN

.

MA

X.

MIN

.

MA

X.


STRUCTURAL STEEL TUBING DRAINDECK DRAIN DETAILS FOR

STEEL SUPERSTRUCTURE


NOTE:




O

DETAIL "A"

N.T.S.

#4 BAR INSERTED

THRU PIPE, PRIOR

TO GALV. BAR

SHALL BE WELDED

INSIDE & OUTSIDE

34" X 412" LONG

SHEAR STUDS WELDED

TO PIPE PRIOR TO

GALVANIZING

FACE OF PARAPET

SECTION A-A

#4 BAR INSERTED

THRU TUBING

8" 6"

1’-2"

6"

8"

6"

1’-8

"

1’-7"

2’-1"



BOTTOM OF GIRDER

4"

2" T

YP

.

2" T

YP

.




DETAIL "A"

N.T.S.




{ GIRDER


PIPE PRIOR TO GALV.



FACE OF THE PARAPET

{ GIRDER

SEE DETAIL "A"

HOLE SLOTTED IN

ANGLE & PLATE

HORIZONTALLY

& VERTICALLY



ITEM 615001-001, STEEL SUPERSTRUCTURE.



SUPPORTS ARE INCLUDED IN ITEM 615001-001, STEEL

SUPERSTRUCTURE.



NOTE:






AA

%%132

APPROVED DATE

BR-DD4DIRECTOR ENGINEERING DIVISION

09/22/08

3/4 " BEVEL ON EXTERIOR FACE

OF EXTERIOR BEAMS ELEVATION



DRAWN

CHECKED

REVIEWED

SHEET

OF

BRIDGE NO.

W. VA. DEPARTMENT OF HIGHWAYS

STATE FEDERALCOUNTY

SHEET

NO.


DESIGNED DATE

DD-MMM-YYYY HH:MM$$$$$$$$$FILENAME$$$$$$$$

TOTAL

REINFORCING BAR DETAIL

F SP @ G = H

S3E

S2

S15"

2" CL.

(TYP.)

5

4

3

2

1

1 S

PA

@ 4

"

S7 B

AR

S

3/4 " BEVEL

0’-11"

48"

3’-4"

20 SPA. @ 2" = 3’-4"

5 1/4 "5 1/4 " 5 SPA @ 7 1/2 " = 37 1/2 "

S6 BARS

48"

3/4 " BEVEL

5 1/4 "5 1/4 " 5 SPA @ 7 1/2 " = 37 1/2 "

S4 BARS

48"

X STRANDS

(ROW 5)

X STRANDS

ROW 4)

X STRANDS

(ROW 3)

48"

3’-4"

20 SPA. @ 2" = 3’-4" 4"

STRAND SPLICING DETAILS

ELEVATION

PLAN

IN A LINE TRANSVERSE TO THE CENTERLINE OF BEAM.

(FULL DEPTH OF BEAM)

6" (TYP.) 9"

C BEARING 1/2 " DIA. LIFT LOOP(S) AS REQ’D.

END VIEW SIDE VIEW

LIFT DETAILS

NOTE: LIFTING LOOPS SHALL NOT BE EPOXY COATED.

ON SKEWED BEAMS LIFTING DEVICES SHALL BE LOCATED

2" DIA. OR 3" DIA.

x 2" VOID (TYP.)

WITH SUBSECTION 715.5

GROUT IN ACCORDANCE

BEAM

END OF

(TYP.)

L

DIA

.

3/4

"

THREAD TO FIT

2’-0"

INSERT

BAR DETAILTHREADED

INSERT DETAIL

REQUIRED

INSERTS AS

2" O.D.

2"

I.D.

BLOCKOUT DETAILS

LIFTING LOOP

BEAM

CABLE CLAMPS

3/4 " RUSTICATION

END OF

GROOVE @ FACIA

(see framing plan

12"

for add’tl info)

BM. ENDS

8"

8"

4"

4"

4’-0

"

12

"6

"6

"

12"

(see framing plan

for add’tl info)END OF BEAMS

STRANDS EXTENDED

AND BENT WITHOUT HEATING

ELASTOMERIC BEARING PAD

& PREFORMED EXP. JT. MAT’L.

CORKCABLE CLAMPS

2"

9"

1"

1"

NUMBER OF STRANDS

EA. GROUP

HEIGHT OF

STRAND (IN)

SHIELDING LENGTH FROM

EA. BM. END (IN)

DEBONDING OF STRANDS

GROUP

REINFORCING BAR LIST

MARK TYPECOUNT/BEAM

LENGTHA ,B ,C

2 2 2

S1

S2

S3E

S4

S5

S6

S7

BENT

BENT

BENT

BENT

BENT

BENT

BENT

A ,B ,C1 1 1

NO. PER

BEAM

BEAM DIMENSIONS (MEASURED ALONG C BEAM)

A B C DMARK

N0.

REQ’D. NE F G H I J M PLK

DIMENSIONS

Q

L

APPROX.

EACH (lbs)WEIGHT

MARK

BOTTOM TOP TOTAL CONCRETE INITIAL PRESTRESS

STRENGTHS (psi) FORCE/STRAND

1 2 3 4 5 f’ci f’c

(lbs)

NUMBER OF 1/2 " DIA. - 7 WIRE STRANDS IN INDICATED ROW

ALL STRANDS SHALL BE ENCLOSED INSIDE STIRRUP CAGE FOR THE

ENTIRE LENGTH OF BEAM.

LIFTING DEVICES SHALL BE SHOWN ON SHOP DRAWINGS FOR AP-

PROVAL. LIFTING SHALL BE BY EQUAL LOADS TO EACH DEVICE.

INCLUDE PAYMENT IN ITEM 603-01, PRESTRESSED CONCRETE

BEAMS, PER FOOT.

ALL REINFORCING STEEL BARS DESIGNATED "E" SHALL BE

EPOXY COATED.

THE CONCRETE SHALL ATTAIN A COMPRESSIVE STRENGTH OF

AT LEAST XXX psi, AS SHOWN BY STANDARD CYLINDERS CURED

IDENTICALLY WITH THE BEAMS, BEFORE TRANSFERRING BOND

STRESS TO THE CONCRETE; OR BEFORE RELEASING THE END

ANCHORS. CYLINDER STRENGTH SHALL BE XXX psi WITHIN 28 DAYS.

PRETENSIONED XXXX P. C. BOX BEAMS SHALL BE USED. APPLY

STRAND. THE DEPARTMENT WILL REJECT THE BEAMS IF

AN INITIAL FORCE OF XXXX lbs TO EACH LOW-RELAXATION

THE FINISHED UNITS CONTAINED HONEYCOMBED CONCRETE TO

OR DETERIORATION RESISTANCE IS REDUCED. BEAM SHORTENING

THE EXTENT THAT THE ENGINEER DETERMINES THE STRENGTH

DUE TO SHRINKING AND ELASTIC CHANGES IS LIMITED TO 0.0005L.

PRESTRESSING STRANDS SHALL BE 1/2 " NOMINAL DIA., GRADE 270,

UNCOATED SEVEN WIRE LOW-RELAXATION STRAND IN

ACCORDANCE WITH AASHTO M203. THE STRANDS SHALL BE PLACED

SYMMETRICALLY IN EACH LAYER. SHOP DRAWINGS SHALL SHOW THE

STRAND LOCATIONS AND THE DETENSIONING PLAN BY NUMBERING

THE SEQUENCE OF THE STRAND PATTERN. THE SHOP DRAWINGS

SHALL ALSO SHOW THE STRAND PATTERN FOR DEBONDED STRANDS.

ROUGHEN THE TOP SURFACE OF EACH BEAM TO AN AMPLITUDE OF

APPROXIMATELY 1/4 " AND MAINTAIN CLEAN AND FREE OF LAITANCE.

DEFORMED WIRE FABRIC IS PERMITTED INSTEAD OF REINFORCING

STEEL BARS PROVIDED AN EQUAL STEEL AREA IS ATTAINED. WIRE

FABRIC MUST CONFORM TO THE REQUIREMENTS OF AASHTO

SECTION M225.

ALL NON-PRESTRESSING REINFORCING BARS SHALL BE GRADE 60.

NOTES:

9"

17

"

6.5

"6.5

"

4" 4"

4"

2"

4"

4"4"

X STRANDS

(ROW 1)

(X DEBONDED

STRANDS)

X STRANDS

(ROW 2)

(X DEBONDED

STRANDS)

NOTE: DEBONDED STRAND PAIR POSITIONS ARE

SUGGESTED AND MAY BE MOVED AS NECESSARY

TO MEET DESIGN REQUIREMENTS.

NOTE: DRAWINGS

NOT TO SCALE

5 1

/2 "

1 1

/2 "

CL

.4"

2"

5"

2"

2"

2"

17

"

5 1

/2 "

1 1/2 " CL. MIN.

(TYP.)

2"

(TYP.)2"

17

"

6.5

"6.5

"

D

P+E I SP @ J = K

S4

TYP.

S3E TYP.

S2 TYP.

S1 TYP.

TYP.

S5

3/4 " BEVEL

BB

B

A

A

INSERTS FOR

INTERMEDIATE

DIAPHRAGMS

TYP.

S7

C C

C

C

STRANDS

PRESTRESSING

S6

TYP.

S1, S2, S3E BARS (SPACED AS SHOWN)

2"

2"

2"

17

"

9"

3’-7"

3’-7

"

3’-7"

S4 O

R S

6 B

AR

S1 BAR

S5,S

7

5" 5"

S3E BAR

2’-0

"

2’-0

"

#4

#4

#4

#4

1’-1"

1’-

8"

INSERTS FOR END

DIAPHRAGMS (TYP)

SECTION B-B

TYPICAL BEAM REINFORCEMENT

SECTION C-C


STRAND POSITIONS & DEBONDED STRANDS (ALL BEAMS)

SECTION A-A

TYPICAL BEAM PRESTRESSING

11

2 2

5

4

3 3

4

5

D

4" 4"

L SP @ M = N I SP @ J = K

F SP @ G = HE

P

A

E

SHEAR REINFORCEMENT DETAIL

#4 BARS

(12" LONG)

CUT S1, S2, S3(E), BARS

LAPPED WITH 12" LONG #4 BARS

S1, S2, S3(E), BARS

SPACED PER BEAM SHEET

(BEAMS DIMENSIONS TABLE)

SKEWED BEAMS (15^ SKEW OR GREATER)

3/4 "

1 S

PA

@ 4

"

S5

BA

RS

17" X 48" P.C. SPREAD BOX BEAM DETAILS

2"

3’-7"

2" 2"

1’-

0"

6" 6"2’-3"

S2 BAR

S5, OR S7 BAR #4

7" 1’-7" 7"

L.1 1/2 " C

5"

APPROVED DATE

BRD-B 17 X 48 DIRECTOR ENGINEERING DIVISION


OF EXTERIOR BEAMS



DRAWN

CHECKED

REVIEWED

SHEET

OF

BRIDGE NO.


STATE FEDERALCOUNTY

SHEET

NO.


DESIGNED DATE

TOTAL

A


21"

2"

S2

S1

21"

SECTION A-A


2" CL.

(TYP.)

5"

5 1/

2 "

3"

(TYP.)

3"

(TYP.)

4

5

3

2

1

1 S

PA

@ 7

"

S7

BA

RS

3/4 " BEVEL

7"48"

3’-4"

20 SPA. @ 2" = 3’-4"

48"

5 SPA @ 7 1/2 " = 37 1/2 "

S6 BARS

5 1/4 " 5 1/4 "

3/4 " BEVEL

21"

7"

48"

5 SPA @ 7 1/2 " = 37 1/2 "

S4 BARS

5 1/4 " 5 1/4 "

X STRANDS

(ROW 5)

X STRANDS

(ROW 4)

X STRANDS

(ROW 3)

X STRANDS

(ROW 2)

(X DEBONDED

STRANDS)

X STRANDS

(ROW 1)

(X DEBONDED

STRANDS)

48"

3’-4"

20 SPA. @ 2" = 3’-4"


ELEVATION

PLAN



6" (TYP.) 9"


END VIEW SIDE VIEW

LIFT DETAILS



2" DIA. OR 3" DIA.

x 2" VOID (TYP.)


GROUT IN ACCORDANCE

BEAM

END OF

(TYP.)

L

DIA

.

3/4

"

THREAD TO FIT

2’-0"

1 1/2 "

INSERT

BAR DETAILTHREADED

INSERT DETAIL

REQUIRED

INSERTS AS

2" O.D.

2"

I.D.

BLOCKOUT DETAILS

LIFTING LOOP

BEAM

CABLE CLAMPS

3/4 " RUSTICATION

END OF

GROOVE @ FACIA

(see framing plan

12"

for add’tl info)

BM. ENDS

8"

8"

4"

4"

4’-0

"

12"

6"

6"

12"

(see framing plan


STRANDS EXTENDED




CORKCABLE CLAMPS

2"

9"

1"

1"

NUMBER OF STRANDS

EA. GROUP

HEIGHT OF

STRAND (IN)


EA. BM. END (IN)


GROUP


MARK TYPECOUNT/BEAM

LENGTHA ,B ,C

2 2 2

S1

S2

S3E

S4

S5

S6

S7

BENT

BENT

BENT

BENT

BENT

BENT

BENT

A ,B ,C1 1 1

NO. PER

BEAM


A B C DMARK

N0.


DIMENSIONS

Q

L

APPROX.

EACH (lbs)WEIGHT

MARK



1 2 3 4 5 f’ci f’c

(lbs)







BEAMS, PER FOOT.


EPOXY COATED.

























SECTION M225.


NOTES:

NOTE: DRAWINGS

NOT TO SCALE


3’-7

"

3’-7"

S4

OR

S6

BA

R

S1 BAR

S5

,S7

S2

2’-0"

2’-0"

1’-

0"

#4

#4

#4

A

A

B

B

STRANDSTYP.

TYP.TYP.

TYP.

C

C

INTERMEDIATE

DIAPHRAGMS

DIAPHRAGMS (TYP)

S1, S2, S3E BARS (SPACED AS SHOWN)E

ELEVATION

S5

S1 TYP.

3/4 " BEVEL

S4 S3E TYP.

S2 TYP.

S6

S7 PRESTRESSINGINSERTS FOR

INSERTS FOR END

E

I SP @ J = K L SP @ M = N I SP @ J = K

F SP @ G = H

F SP @ G = H

SECTION B-B


2"

2"

2"

2"

4"

4" 4"

9"

S3E

4" 4"

(TYP.)

1 1/2 " CL. MIN.

7"

SECTION C-C


11

4 4

55

4"

2"

2"

7"

D

P

B

C CD

1’-5"

1’-3"


SUGGESTED AND MAY BE MOVED AS

NECESSARY TO MEET DESIGN

REQUIREMENTS.

33

22

9"

4"

4"4"

2"

4"

21"

1 1

/2 "

CL

.

5"


#4 BARS

(12" LONG)



S1, S2, S3(E), BARS




3/4 "

1 S

PA

@ 7

"

S5

BA

RS


9"

3’-7"

5" 5"

S3E BAR

#4

1’-

10

"

2"

3’-7"

2" 2"

1’-

0"

6" 6"2’-3"

S2 BAR

#4

7" 1’-7" 7"

S5, OR S7 BAR

5 1/

2 "

1 1/2 " C L.

APPROVED DATE

DIRECTOR ENGINEERING DIVISION BRD-B 21X48

09/22/08



DRAWN

CHECKED

REVIEWED

SHEET

OF

BRIDGE NO.


STATE FEDERALCOUNTY

SHEET

NO.


DESIGNED DATE

TOTAL

A

SECTION B-B


5"

SECTION A-A


5

4

3

2

1

X STRANDS

(ROW 5)

X STRANDS

(ROW 4)

X STRANDS

(ROW 3)

X STRANDS

(ROW 2)

(X DEBONDED

STRANDS)

X STRANDS

(ROW 1)

(X DEBONDED

STRANDS)

48"

3’-4"

20 SPA. @ 2"= 3’-4"

5 SPA @ 7 1/2 " = 37 1/2 "

S6 BARS

48"

5 1/4 " 5 1/4 "

3/4 " BEVEL

27

"5 SPA @ 7 1/2 " = 37 1/2 "

S4 BARS

48"

5 1/4 " 5 1/4 "1 S

PA

@ 7

"

S7

BA

RS

48"

3’-4"

20 SPA. @ 2"= 3’-4" STRAND SPLICING DETAILS

ELEVATION

PLAN



6" (TYP.) 9"


END VIEW SIDE VIEW

LIFT DETAILS



2" DIA. OR 3" DIA.

x 2" VOID (TYP.)


GROUT IN ACCORDANCE

BEAM

END OF

(TYP.)

L

DIA

.

3/4

"

THREAD TO FIT

2’-0"

1 1/2 "

INSERT

BAR DETAILTHREADED

INSERT DETAIL

REQUIRED

INSERTS AS

3" O.D.

2"

1 1/4 "

I.D.

BLOCKOUT DETAILS

LIFTING LOOP

BEAM

CABLE CLAMPS

3/4 " RUSTICATION

END OF

GROOVE @ FACIA

(see framing plan

12"

for add’tl info)

BM. ENDS

8"

8"

4"

4"

4’-0

"

12"

6"

6"

12"

(see framing plan


STRANDS EXTENDED




CORKCABLE CLAMPS

2"

9"

1"

1"

NUMBER OF STRANDS

EA. GROUP

HEIGHT OF

STRAND (IN)


EA. BM. END (IN)


GROUP


MARK TYPECOUNT/BEAM

LENGTHA ,B ,C

2 2 2

S1

S2

S3E

S4

S5

S6

S7

BENT

BENT

BENT

BENT

BENT

BENT

BENT

A ,B ,C1 1 1

NO. PER

BEAM


A B C DMARK

N0.


DIMENSIONS

Q

L

APPROX.

EACH (lbs)WEIGHT

MARK



1 2 3 4 5 f’ci f’c

(lbs)







BEAMS, PER FOOT.


EPOXY COATED.

























SECTION M225.


NOTES:


3’-7

"

3’-7"

S4 OR S6 BARS1 BAR

S5

,S7

2’-0"

2’-0"

#4

#4

#4

A

A

B

B

STRANDSTYP.

TYP.TYP.

TYP.

C

C

INTERMEDIATE

DIAPHRAGMS

DIAPHRAGMS (TYP)



OF EXTERIOR BEAMS ELEVATION

S5

S1 TYP.

3/4 " BEVEL

S4 S3E TYP.

S2 TYP.

S6


INSERTS FOR END

E


F SP @ G = H

P+E

F SP @ G = H

SECTION C-C


2"

4"

4" 4"

S2

S1

15"

2"

2"

2"


4 4

55

(TYP.)

2" CL.

(TYP.)1 1/2 " CL. MIN.

4"

2"

2"

2"

3"

3"

(TYP.)

(TYP.)

3/4 " BEVEL

S3E

NOTE: DRAWINGS

NOT TO SCALE

27

"

10"

10"

2"

4"

4" 4"

4"4"

10"

10"

9"

D

P

C C

D

1’-9"

1’-11"

4"

B


SUGGESTED AND MAY BE MOVED AS

NECESSARY TO MEET DESIGN

REQUIREMENTS.

33

2 2

11

5 1

/2 "

5 1

/2 "

1 1

/2 "

CL

.

27

" SHEAR REINFORCEMENT DETAIL

#4 BARS

(12" LONG)



S1, S2, S3(E), BARS




1 S

PA

@ 7

"

S5

BA

RS


9"

3’-7"

5" 5"

S3E BAR

#4

2’-

1"

2"

3’-7"

2" 2"

1’-

0"

6" 6"2’-3"

S2 BAR

#4

7" 1’-7" 7"

S5, OR S7 BAR

1 1/2 " CL

5"

APPROVED DATE


09/22/08


OF EXTERIOR BEAMS



DRAWN

CHECKED

REVIEWED

SHEET

OF

BRIDGE NO.


STATE FEDERALCOUNTY

SHEET

NO.


DESIGNED DATE

TOTAL

A REINFORCING BAR DETAIL

S2

S1

5"

2" CL.

(TYP.)

SECTION A-A


3"

(TYP.)

3"

(TYP.)

5

4

3

2

1


2 S

PA

@ 8

"

S7

BA

RS

3/4 " BEVEL

33"

TYP.

S5

TYP.

S7

3’-4"

48"

X STRANDS

(ROW 5)

X STRANDS

(ROW 4)

X STRANDS

(ROW 3)

X STRANDS

(ROW 2)

(X DEBONDED

STRANDS)

X STRANDS

(ROW 1)

(X DEBONDED

STRANDS)

48"

5 1/4 " 5 1/4 "5 SPA @ 7 1/2 " = 37 1/2 "

S6 BARS

3/4 " BEVEL

48"

5 1/4 " 5 1/4 "5 SPA @ 7 1/2 " = 37 1/2 "

S4 BARS

48"

3’-4"

20 SPA. @ 2" = 3’-4"

20 SPA. @ 2" = 3’-4"


ELEVATION

PLAN



6" (TYP.) 9"


END VIEW SIDE VIEW

LIFT DETAILS



2" DIA. OR 3" DIA.

x 2" VOID (TYP.)


GROUT IN ACCORDANCE

BEAM

END OF

(TYP.)

L

DIA

.

3/4

"

THREAD TO FIT

2’-0"

1 1/2 "

INSERT

BAR DETAIL

THREADED INSERT DETAIL

REQUIRED

INSERTS AS

3" O.D.

2"

1 1/4 "

I.D.

BLOCKOUT DETAILS

LIFTING LOOP

BEAM

CABLE CLAMPS

3/4 " RUSTICATION

END OF

GROOVE @ FACIA

(see framing plan

12"

for add’tl info)

BM. ENDS

8"

8"

4"

4"

4’-0

"

12"

6"

6"

12"

(see framing plan


STRANDS EXTENDED




CORKCABLE CLAMPS

2"

9"

1"

1"

NUMBER OF STRANDS

EA. GROUP

HEIGHT OF

STRAND (IN)


EA. BM. END (IN)


GROUP


MARK TYPECOUNT/BEAM

LENGTHA ,B ,C

2 2 2

S1

S2

S3E

S4

S5

S6

S7

BENT

BENT

BENT

BENT

BENT

BENT

BENT

A ,B ,C1 1 1

NO. PER

BEAM


A B C DMARK

N0.


DIMENSIONS

Q

L

APPROX.

EACH (lbs)WEIGHT

MARK



1 2 3 4 5 f’ci f’c

(lbs)







BEAMS, PER FOOT.


EPOXY COATED.

























SECTION M225.


NOTES:

NOTE: DRAWINGS

NOT TO SCALE

3’-7"

S1 BAR

S5

,S7

2’-0"

#4

#4

SECTION C-C


4 4

55

SECTION B-B


2"

2"

2"

33"

4"4"

A

A

B

B

STRANDS

TYP.TYP.C

C

INTERMEDIATE

DIAPHRAGMS

DIAPHRAGMS (TYP)


ELEVATION

S1 TYP.

3/4 " BEVEL

S4 S3E TYP.

S2 TYP.

S6

PRESTRESSINGINSERTS FOR

INSERTS FOR END

E


F SP @ G = H

P+E

F SP @ G = H

2"

4"

4" 4"

S3E

2"

2"

2"

1 1/2 " CL. MIN.

(TYP.)

4" 4"

21"

33"

33"

8.5

"8.5

"

4" 4"

4"

2"

9"

2’-5"

DC C

D

5 1

/2 "

5 1

/2 "

1 1

/2 "

CL

.

NOTE:

2 2

3 311

8.5

"8.5

"

B

P


#4 BARS

(12" LONG)



S1, S2, S3(E), BARS




2 S

PA

@ 8

"

S5

BA

RS


S4 OR S6 BAR

2’-0" #4

2’-3"

9"

3’-7"

5" 5"

S3E BAR

#4

2’-

1"

2"

3’-7"

2" 2"

1’-

0"

6" 6"2’-3"

S2 BAR

#4

7" 1’-7" 7"

S5, OR S7 BAR

1 1/2 " C L.

DEBONDED STRAND PAIR

POSITIONS ARE SUGGESTED

AND MAY BE MOVED AS

NECESSARY TO MEET

DESIGN REQUIREMENTS.

APPROVED DATE


09/22/08

DIAPHRAGMS (TYP)

ELEVATION

INSERTS FOR END



DRAWN

CHECKED

REVIEWED

SHEET

OF

BRIDGE NO.


STATE FEDERALCOUNTY

SHEET

NO.


DESIGNED DATE

TOTAL

AREINFORCING BAR DETAIL

S2

5"

5 1/

2 "

5

4

3

2

1

SECTION C-C


SECTION B-B


SECTION A-A


TYP.

S5

3’-4"

48"

20 SPA. @ 2" = 3’-4"

X STRANDS

(ROW 5)

X STRANDS

(ROW 4)

X STRANDS

(ROW 3)

X STRANDS

(ROW 2)

(X DEBONDED

STRANDS)

X STRANDS

(ROW 1)

(X DEBONDED

STRANDS)

3 S

PA

@ 8

"

S7

BA

RS

5 SPA @ 7 1/2 " = 37 1/2 "

S6 BARS

5 1/4 " 5 1/4 "

5 1/4 " 5 1/4 "

3 S

PA

@ 8

"

S5

BA

RS

48"

5 SPA @ 7 1/2 " = 37 1/2 "

S4 BARS

20 SPA. @ 2" = 3’-4"

3’-7

"

3’-7"

S4 OR S6 BAR

S1 BAR

S5

,S7

2’-0" 2’-0"

#4 #4

#4

9"


ELEVATION

PLAN



6" (TYP.) 9"


END VIEW SIDE VIEW

LIFT DETAILS



2" DIA. OR 3" DIA.

x 2" VOID (TYP.)


GROUT IN ACCORDANCE

BEAM

END OF

(TYP.)

L

DIA

.

3/4

"

THREAD TO FIT

2’-0"

1 1/2 "

INSERT

BAR DETAILTHREADED

INSERT DETAIL

REQUIRED

INSERTS AS

3" O.D.

2"

1 1/4 "

I.D.

BLOCKOUT DETAILS

LIFTING LOOP

BEAM

CABLE CLAMPS

3/4 " RUSTICATION

END OF

GROOVE @ FACIA

(see framing plan

12"

for add’tl info)

BM. ENDS

8"

8"

4"

4"

4’-0

"

12"

6"

6"

12"

(see framing plan


STRANDS EXTENDED




CORKCABLE CLAMPS

2"

9"

1"

1"

NUMBER OF STRANDS

EA. GROUP

HEIGHT OF

STRAND (IN)


EA. BM. END (IN)


GROUP


MARK TYPECOUNT/BEAM

LENGTHA ,B ,C

2 2 2

S1

S2

S3E

S4

S5

S6

S7

BENT

BENT

BENT

BENT

BENT

BENT

BENT

A ,B ,C1 1 1

NO. PER

BEAM


A B C DMARK

N0.


DIMENSIONS

Q

L

APPROX.

EACH (lbs)WEIGHT

MARK



1 2 3 4 5 f’ci f’c

(lbs)







BEAMS, PER FOOT.


EPOXY COATED.

























SECTION M225.


NOTES:

S1, S2, S3E BARS (SPACED AS SHOWN)F SP @ G = H

I SP @ J = KL SP @ M = NI SP @ J = K

TYP.

PRESTRESSING

STRANDSTYP.

DIAPHRAGMS

INTERMEDIATE

INSERTS FOR

S1 TYP.

S2 TYP.

S3E TYP.

TYP.

S4

F SP @ G = H

E

P+E

B

3/4 " BEVEL

B

C

S6

S7

C

A

A

S3E

4" 4"

(TYP.)

(TYP.)

3"

3"

S1

(TYP.)

1 1/2 " CL. MIN.2" CL.

(TYP.)

2"

2"

2"

27

"2"

4"

4" 4"

39

"

3/4 " BEVEL

2"

2"

2"

3/4 " BEVEL


OF EXTERIOR BEAMS

NOTE: DRAWINGS

NOT TO SCALE

3’-4"

48"

39

"

7.5

"7.5

"

4"

4" 4"

2"

1 1

/2 "

CL

.

7.5

"7.5

"

P

D

D

2’-9"

2’-11"

4"4"

39

"

39

"


2 24 4

1 15 3 3 5

B

C C

E


#4 BARS

(12" LONG)



S1, S2, S3(E), BARS




48"


9"

3’-7"

5" 5"

S3E BAR

#4 2’-

1"

2"

3’-7"

2" 2"

1’-

0"

6" 6"2’-3"

S2 BAR

#4

7" 1’-7" 7"

S5, OR S7 BAR

5 1

/2 "

1 1/2 " CL.

5"



AND MAY BE MOVED AS

NECESSARY TO MEET


NOTE:

APPROVED DATE


09/22/08

REVISION DATE: BY:


DRAWN

CHECKED

REVIEWED

SHEET

OF

BRIDGE NO.


STATE FEDERALCOUNTY

SHEET

NO.


DESIGNED DATE

TOTAL

C C

SECTION B-B


SECTION A-A


SECTION C-C


S4 BARS

5

4

3

2

1

TYP.

S5

S2

3’-4"

48"

S3E

4" 4"

(TYP.)

(TYP.)

3"

3"

20 SPA. @ 2" = 3’- 4"

30"

42"

2"

4"

2"

2"

2"

2" CL.

(TYP.)1 1/2 " CL. MIN.

4"4"

5 1

/2 "

5"

42"

3/4 " BEVEL

5 1/4 "

S1

(TYP.)

5"

7.5

"7.5

"

3 S

PA

@ 9

"

S5

BA

RS

NO.

9"


ELEVATION

PLAN



6" (TYP.) 9"


END VIEW SIDE VIEW

LIFT DETAILS



2" DIA. OR 3" DIA.

x 2" VOID (TYP.)


GROUT IN ACCORDANCE

BEAM

END OF

(TYP.)

L


#4 BARS

(12" LONG)

DIA

.

3/4

"

THREAD TO FIT

2’-0"

1 1/2 "

INSERT

BAR DETAILTHREADED

INSERT DETAIL

REQUIRED

INSERTS AS

3" O.D.

2"

1 1/4 "

I.D.

BLOCKOUT DETAILS

LIFTING LOOP

BEAM

CABLE CLAMPS

3/4 " RUSTICATION

END OF

GROOVE @ FACIA

(see framing plan

12"

for add’tl info)

BM. ENDS

8"

8"

4"

4"

4’-0

"

12"

6"

6"

12"

(see framing plan


STRANDS EXTENDED




CORKCABLE CLAMPS

2"

9"

1"

1"

NUMBER OF STRANDS

EA. GROUP

HEIGHT OF

STRAND (IN)


EA. BM. END (IN)


GROUP


MARK TYPECOUNT/BEAM

LENGTHA ,B ,C

2 2 2

S1

S2

S3E

S4

S5

S6

S7

BENT

BENT

BENT

BENT

BENT

BENT

BENT

A ,B ,C1 1 1

NO. PER

BEAM


A B C DMARK

N0.


DIMENSIONS

Q

L

APPROX.

EACH (lbs)WEIGHT

MARK



1 2 3 4 5 f’ci f’c

(lbs)







BEAMS, PER FOOT.


EPOXY COATED.

























SECTION M225.


NOTES:

48"

X STRANDS

(ROW 5)

X STRANDS

(ROW 4)

X STRANDS

(ROW 3)

X STRANDS

(ROW 2)

(X DEBONDED

STRANDS)

X STRANDS

(ROW 1)

(X DEBONDED

STRANDS)

5 SPA @ 7 1/2 " = 37 1/2 "

S6 BARS

42"

3/4 " BEVEL

5 1/4 "

7.5

"7.5

"

48"

5 SPA @ 7 1/2 " = 37 1/2 "


3’-7

"

S4 OR S6 BAR

S1 BAR

2’-0" #4

#4

3’-0"

3’-2"

A

A

B

B

STRANDS

TYP.TYP.

TYP.

C

C

INTERMEDIATE

DIAPHRAGMS

DIAPHRAGMS (TYP)



OF EXTERIOR BEAMS

S1 TYP.

3/4 " BEVEL

S4 S3E TYP.

S2 TYP.

S6


INSERTS FOR END

E


F SP @ G = H

P+E

F SP @ G = H

B

48"

4" 4"3’-4"

4"20 SPA. @ 2" = 3’- 4"4"

2"

2"

2"

42"

2"

4"

24

5 3 1 1 3 5

2 4

1 1

/2 "

CL

.

D

P

D

A


NOTE: DRAWINGS

NOT TO SCALE

ELEVATIONCUT S1, S2, S3(E), BARS


S1, S2, S3(E), BARS




5 1/4 "

3 S

PA

@ 9

"

S7

BA

RS

5 1/4 "


3’-7"

S5

,S7

2’-0" #4

9"

3’-7"

5" 5"

S3E BAR

#4 2’-

1"

2"

3’-7"

2" 2"

1’-

0"

6" 6"2’-3"

S2 BAR

#4

7" 1’-7" 7"

S5, OR S7 BAR

5 1

/2 "

1 1/2 " CL.



AND MAY BE MOVED AS

NECESSARY TO MEET


APPROVED DATE

NOTE:


09/22/08

Documents

SHEET · sheet no. project numbers district designed date 12/5/06 total ... prestressed concrete beam design and assembly notes prestressed concrete beam design and assembly notes