s5.21

bD

A

A

#5 EF CONTUNO

MAX SPACING =d/6 OR 12"WHICHEVERIS LESS

D

E

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A

B

d

B

E

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D

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d

B

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d

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b

BEAM WIDTH

b

BEAM WIDTH

b

BEAM WIDTH

USE ONLY AT MULTIPLE SPANCONDITIONS, USE SEISMIC

DEVELOPMENT LENGTH IF BEAMTERMINATES AT SHEAR WALL

STANDARD LAP PER"TYPICAL REINFORCING GR 60SPLICE LENGTH SCHEDULE" 2"

SPLICE CENTEREDAT MIDSPAN USE ONLY

AT MULTIPLE SPANCONDITIONS IF REQUIRED

STANDARD LAP PER"TYPICAL REINFORCING GR 60SPLICE LENGTH SCHEDULE"

UNLESS NOTED OTHERWISE

TYPE S1 STIRRUPS = 2.5d

UNLESS NOTED OTHERWISE

TYPE S3 STIRRUPS = 2.5d

UNLESS NOTED OTHERWISEUSE SEISMIC DEVELOPMENT LENGTHIF BEAM TERMINATES AT SHEAR WALLPER "TYPICAL STRAIGHT AND HOOKED

DEVELOPMENT LENGTH SCHEDULE"

GREATER OF L1/3 & L3/3

SEE PLAN

CANTILEVER L2 = CLEAR SPAN

SEE PLAN

L1 = CLEAR SPAN

SEE PLAN

L3 = CLEAR SPAN

CLR

2"

CLR

2"

CLR

2"

CLR

2"

d

B

E

A

M

D

E

P

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H

M

A

I

N

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E

I

N

F

3

/

4

"

C

L

R

T

O

TO STIRRUP

1 1/2"(MIN) CLR

T

O

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I

R

R

U

P

1

1

/

2

"

(

M

I

N

)

C

L

R

TO STIRRUP

1 1/2"(MIN) CLR

WHICHEVER ISGREATER

BAR DIA OR 1" MIN

(1 1/2" MIN) TYPICAL

MIN SPACING = BAR DIA

M

A

X

6

"

2" CLEAR

0.125L1 0.125L1

BALANCE TYPE S2 STIRRUPS TYPE S1 OR S3 STIRRUPS

36" MIN

E

Q

E

Q

GREATER OF L1/3, L3/3 OR Ld GREATER OF L1/3, L2 OR Ld

TYP

1'-0"

T

Y

P

1

"

C

L

R

WIDTH

1 1/2"3" 3"3"

1 1/2"

D

/

3

D

/

3

D

/

3

D

E

P

T

H

TYPICALALL STIRRUP HOOKS TO BEPLACED ON THE INTERIORSIDE OF THE BEAM

EDGE OF SLABWHERE OCCURS

STIRRUP PERSCHEDULE

BARS IN SAME PLANESEE NOTE #3 ONSECTION



CL SOUTH OREASTSUPPORT

ADD #6@12"DOWELS, UNO

PROVIDE STD HOOK PER"TYPICAL STRAIGHT ANDHOOKED DEVELOPMENTLENGTH SCHEDULE"

STIRRUP PERSCHEDULE

WHERE SLABEXISTS

STIRRUP PERSCHEDULE

TYPICALALL STIRRUP HOOKS TO BEPLACED ON THE INTERIORSIDE OF THE BEAM

EDGE OF SLABWHERE OCCURS

STIRRUP PERSCHEDULE

A BARSB BARSA BARS

TYPICAL HOOK TOP AND BOT BARS ATDISCONTINUOUS END PER "TYPICAL REINFSTRAIGHT AND HOOKED DEVELOPMENTLENGTH SCHEDULE"

TYPICALEND OF BEAM WHERE OCCURS

C BARS


E BARS D BARS

TYPICALEXTEND TOP BARS INTO ADJACENT SLAB WHERE POSSIBLE.

NOTES:1. CONFIGURATION 1, 2 AND 3 MAY BE USED WHERE SLAB OCCURS ON EACH SIDE AT TOP OF BEAM.2. CONFIGURATION 1, 2 AND 3 MAY BE USED WHERE SLAB OCCURS ON ONE SIDE AT TOP OF BEAM.

THE 90 HOOK SHALL BE PLACED ON THE SLAB SIDE.

3. CONFIGURATION 1 AND 2 MAY BE USED WHERE NO SLAB OCCURS AT TOP OF BEAM INCLUDINGUPTURNED BEAM UNLESS NOTED OTHERWISE.

4. FOR STANDARD HOOK AND BEND DETAILS, SEE "TYPICAL STRAIGHT AND HOOKED DEVELOPMENTLENGTH SCHEDULE"

CONFIGURATION 3CONFIGURATION 2CONFIGURATION 1

CL NORTH ORWESTSUPPORT

1ST LAYER 2ND LAYER

b > 40

24 < b 40"

8 < b 24"

b 8"

FIRST CONC POURSECOND CONC POUR

BEAM STIRRUPS

ADD 2 CLOSED STIRRUPSTO MATCH BEAM STIRRUPSEA SIDE OF JOINT

2-#6 JOINT REINFORCING PER SET,SEE SCHEDULE FOR NUMBER OFSETS AND PLACEMENT

LONGITUDINAL BEAM REINFORCINGSHALL BE CONTINUOUS THROUGHCONTRUCTION JOINT

JOINT SHALL BE WITHINMIDDLE 1/3 OF BEAM SPAN

2-#6 JOINTREINF PER SET,SEE SCHEDULE

TYPICALCLEAN AND ROUGHENSURFACE TO MIN 1/4"AMPLITUDE

1 SET @12"ACROSS BEAM WIDTH

2 SETS EA SIDE OF BEAM(PLACE SETS @3" AT EA SIDE)

1 SETPLACE IN THE MIDDLE OF BEAM

BEAM WIDTHb

SCHEDULE

JOINT REINFORCING

1 SET EA SIDE OF BEAM

4. PROVIDE MIN #5 CONT AT CORNER OF ALL STIRRUPS.

3. ALL BARS SHALL BE PLACED IN 1ST LAYER WHERE CLEARANCES / SPACING ALLOW. ADDITIONAL REINF TO BE PLACED IN 2ND LAYER:

2. SKIN REINF (WHERE REQD) NOT SHOWN FOR CLARITY.1. BALANCE OF SLAB REINF NOT SHOWN FOR CLARITY.NOTES:

SCALE:REF:

1S5.21 NONE

-

TYPICAL CONCRETE BEAM DETAILS

TYPICAL BEAM ELEVATION CANTILEVER BEAM CONDITION

TYPICAL BEAM SECTION TYPICAL BEAM (GIRDER)SUPPORTING SECTION

TYPICAL ADDED SKIN REINFORCEMENTWITH BEAM DEPTH GREATER THAN 36"

TYPICAL ADDED DOWELS AT PERIMETERBEAM CONNECTED TO SHEAR WALL

ACCEPTABLE STIRRUPS CONFIGURATION:

D C BA

AA

AA

E

BEAM ELEVATIONSECTION A-A

SCALE:REF:

2S5.22 NONE

TYPICAL CONCRETE BEAM CONSTRUCTION JOINT DETAIL

S a n t a M o n i c a , C a l i f o r n i a U S A 9 0 4 0 5

1 9 1 8 M a i n S t r e e t

H a m m e l , G r e e n a n d A b r a h a m s o n , I n c .

A r c h i t e c t u r e | E n g i n e e r i n g | P l a n n i n g

T e l e p h o n e 3 1 0 . 5 5 3 . 6 8 8 8 F a c s i m i l e 3 1 0 . 5 5 3 . 1 6 6 8

I D E N T I F I C A T I O N S T A M P

D I V I S I O N O F

T H E S T A T E A R C H I T E C T

SSS DATE

FILE #

AC FLS

APPL # 03-113564

1255 South Lewis Street Anaheim, CA 92805 714.490.4000

LACCD PROJECT NAME

LACCD PROJECT NUMBER

CLIENT

BUILDER

DESIGN CONSULTANT

REGISTRATION STAMP

AGENCY APPROVAL

ISSUE

MARK DATE DESCRIPTION

DESIGNER PROJ. NO.

DRAWN BY:

CHECKED BY:

SCALE:

KEY PLAN

SHEET TITLE

SHEET NUMBER

c 2009 LA

CCD Rev. 3

c 2009 LA

CCD Rev. 3

c 2009 LA

CCD Rev. 3

c 2009 LA

CCD Rev. 3

1 2 3 4 5 6

E

D

C

B

A

1 2 3 4 5 6

East Los Angeles College1301 Avenida Cesar ChavezMonterey Park, CA 91754

3050-003-003050-003-003050-003-003050-003-00

Los AngelesCommunity CollegeDistrict

StructuralSaiful Bouquet 626.304.2616

Mechanical/PlumbingFundament & Associates, Inc. 949.251.1131

Electrical/ITFBA Engineering 949.352.9995

CivilJMC2 310.241.6550

LandscapeKatherine Spitz Associates, Inc. 310.574.4460

Acoustical and AVVeneklasen 310.450.1733

SecuritySafirRosetti 510.268.8373

SignageDavies Associates, Inc. 310.247.9572

CodeRolf Jensen & Associates, Inc. 714.257.3555

NONENONENONENONE

05.04.1105.04.1105.04.1105.04.11 100% CONSTRUCTION DOCUMENTS100% CONSTRUCTION DOCUMENTS100% CONSTRUCTION DOCUMENTS100% CONSTRUCTION DOCUMENTS

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S5.21

CONCRETE BEAM DETAILSCONCRETE BEAM DETAILSCONCRETE BEAM DETAILSCONCRETE BEAM DETAILS

EAST LOS ANGELESEAST LOS ANGELESEAST LOS ANGELESEAST LOS ANGELESCOLLEGECOLLEGECOLLEGECOLLEGE

STUDENT SUCCESS ANDSTUDENT SUCCESS ANDSTUDENT SUCCESS ANDSTUDENT SUCCESS ANDRETENTION CENTERRETENTION CENTERRETENTION CENTERRETENTION CENTER

32E.5234.0232E.5234.0232E.5234.0232E.5234.02

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s5.21

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