ITB_SUN250587_Construction_of_Union_Station_Restroom_with_Ticketing_Kiosk_-_Exhibit_G-3_-_S-402_-_ALL_SCHEDULES.pdf

AT SPANDREL BEAMS

PLACE TIE HOOKS ON

SLAB SIDE TYP.

SEE SCHEDULE FOR

STIRRUPS AND CAP SIZE

AND SPACING

SEE NOTE 8

PLACE 135° HOOK OF CLOSURE CAP

AT EXTERIOR FACE OF BEAM

"b" "b"

"d

"b"

"d

END SPAN

L1

INTERIOR SPAN

L2

INTERIOR SPAN

L3

CANTILEVER

L4

.3xL1 .3L1 .3xL2 .3xL2 .3Lx3 .3Lx3 .5xL4

WHICHEVER IS GREATER WHICHEVER IS GREATER WHICHEVER IS GREATER

"E" BARS "D" BARS "D" BARS "D" BARS "D" BARS"C" BARS FOR

L1 SPAN

"C" BARS FOR

L2 SPAN

SEE NOTE 8

"B" BARS"G" BARS

0"

2" CL.

0"

NOTE 6

SEE

NOTE 6

SEE

"A" BARS "F" BARS

FOR L1 SPAN

"A" BARS "A" BARS

INTERIOR COLUMN

.2xL TYP. AT

"F" BARS

FOR L2 SPAN

"F" BARS

FOR L3 SPAN

"A" BARS

6"

TYP.

12" WIDE OR LESS INTERIOR BEAMS WIDER THAN 12" SPANDREL BEAMS WIDER THAN 12"

TYPICAL CAST-IN-PLACE CONCRETE BEAM BAR PLACING DIAGRAM

CAST-IN-PLACE CONCRETE BEAM DETAILS

"C" BARS FOR

L3 SPAN

"B" BARS "B" BARS

BAR SIZE

BAR LENGTH

#5 #6 #7 #8 #9

3'-0" 3'-0" 3'-6" 4'-0" 4'-6"

INTERMEDIATE HORIZONTAL REINFORCING

BEAM DEPTH

REINF. EA. FACE

30"≤ d <36" 36"≤ d <46" 46"≤ d <56" 66" AND GREATER

2 #5 3 #5 4 #5 #5@10" O.C.

MAXIMUM NUMBER OF BARS PER LAYER

REBAR

BEAM WIDTH

#6

#7

#8

#9

#10

#11

8"

10"

12"

16"

18"

20"

24"

28"

30"

32"

36"

1. PRECAST PRESTRESSED SOFFIT BEAMS ARE DESIGNATED WITH ULTIMATE MOMENTS (FOOT-KIPS) IN COLUMN "A" AND ULTIMATE SHEARS (KIPS)

IN THE "SPACING EACH END" COLUMN

2. IN PRECAST SOFFIT BEAMS, PLACE "B", "F" AND "G" BARS DIRECTLY ON TOP OF SOFFIT.

3. "C" AND "F" BARS OCCUR AT CONTINUOUS END OF BEAM. IF BOTH ENDS ARE CONTINUOUS, PLACE "C AND "F" BARS AT END OF BEAM ADJACENT TO BEAM WITH THE HIGHER MARK NUMBER. IN THE CASE OF REPETITIVE MARK NUMBERS, PLACE "C" AND "F" BARS AT SUPPORT BETWEEN

IDENTICAL BEAM MARKS.

4. "D" BARS LAP OVER INTERIOR COLUMNS AND EXTEND TO FAR FACE OF COLUMN AND HOOK AT DISCONTINUOUS ENDS. WHERE NECESSARY, SPLICE "D" BARS AT MIDSPAN WITH A MINIMUM 48 BAR DIAMETER LAP SPLICE.

5. PROVIDE "E" AND "G" BARS AT BOTH ENDS OF SINGLE SPAN BEAMS.

6. DEVELOPMENT LENGTH NOTED FOR "F" AND "G" BARS ARE AS FOLLOW:

7. PLACE FIRST STIRRUP 2" FROM FACE OF SUPPORT. SPACE BALANCE OF STIRRUP TIES AS SCHEDULED. SPACES DESIGNATE NUMBER OF SPACES, NOT QUANTITY OF TIES. IN PRECAST SOFFIT BEAMS, SPECIFIED SHEAR OCCURS AT DISTANCE "d" FROM FACE OF SUPPORT. PLACE FIRST STIRRUP 2" FROM END OF SOFFIT, NEXT 4 TIES @6" O.C. (MAX.) AND BALANCE SPACED AT d/2 (MAX.)

8. FOR 30" AND DEEPER BEAMS, PROVIDE THE FOLLOWING INTERMEDIATE HORIZONTAL REINFORCING EVENLY SPACED BETWEEN THE INNERMOST LAYER OF TOP AND BOTTOM REINFORCING, OR TOP OF PRECAST SOFFIT. PROVIDE 36 BAR DIAMETER LAP AT SUPPORTS AND HOOK

DISCONTINUOUS ENDS.

9. FOR BARS SPECIFIED AS "CONTINUOUS", EXTEND BARS TO THE END OF THE BEAM FRAME AND HOOK, U.O.N. WHERE NECESSARY, SPLICE TOP

BARS AT MIDSPAN AND BOTTOM BARS AT SUPPORTS WITH A 48 BAR DIAMETER LAP

10. EXTEND ALL HOOKED BARS TO FACE OF SUPPORT. WHERE NECESSARY, STAGGER ENDS OF HOOKS 2 INCHES

11. ALIGN BARS IN ALL LAYERS VERTICALLY AND SEPARATE MULTIPLE LAYERS OF #7 BARS AND LARGER WITH #8 SPACER BARS AT 48" O.C.

BUNDLE #5 AND #6 BARS VERTICALLY.

BEAM SCHEDULE NOTES

56"≤ d <56"

5 #5

PROVIDE SLAB BOLSTER OR PLASTIC SPACER 4 SIDES (AT TOP

& MID HEIGHT) MIN. TO MAINTAIN REQUIRED CONCRETE COVER

DOWELS TO MATCH COLUMN

REINFORCEMENT

SEE PLAN

WALL FOOTING OR COLUMN FOOTING

STANDARD 90° HOOK

T.O. FOOTING

SEE PLAN

S E

E S

C H

E D

L A

P S

P L

IC

E

EXTEND HORIZ JOINT REINFORCING 4" INTO

TIE COLUMN PER STRUCTURAL NOTES

4 #7 VERTICAL WITH

#3 TIES @8" O.C.

TC-1

/8

16"

TYPICAL TIE COLUMN DIAGRAM

TYP

1 1/2" CLR

C L

EXTEND COLUMN TO UPPERMOST TIE BEAM

AND TERMINATE WITH STANDARD HOOK

AND SCHEDULE

TIE COL PER PLAN

TYPICAL

LAP PER SCHEDULE

TYP.

0"

CORNERS - SINGLE CURTAIN INTERSECTIONS - SINGLE CURTAIN

LAP PER SCHEDULE STD HOOKOUTSIDE AND INSIDE BARS SAME

SIZE AND SPACING AS HORIZONTAL

REINFORCING

2"x4" KEYWAY

TYP.

0"

L A

P P

E R

S C

H E

D U

L E

TYPICAL HORIZONTAL

REINFORCING

CORNERS - DOUBLE CURTAIN INTERSECTIONS - DOUBLE CURTAIN

CORNER BARS, SAME SIZE AND

SPACING AS HORIZONTAL

REINFORCING

CORNER BARS WITH STD HOOKS AT

SAME SIZE AND SPACING AS

HORIZONTAL REINFORCING

STD HOOK

TYP.

0"

S C

H E

D U

L E

L A

P P

E R

NOTE:

ZERO DIMENSION IS USED TO INDICATE THAT THE BARS ARE INTENDED

TO BE PLACED IN THE SAME PLANE

L A

P P

E R

S C

H E

D U

L E

BEAM SCHEDULE

TYPE

ELEV. TOP OF

BEAM

SIZE "b"x"d"

REINFORCING STIRRUPS

REMARKS

BOT. CONT. TOP CONT.

MID.

CONT.

SIZE SPACING EACH END

B-1 10'-4" 7 5/8"x12" 2#5 2#5 #3 @5" O.C.

B-2 10'-4" 7 5/8"x12" 2#5 2#5 #3 @5" O.C.

3/4" = 1'-0"

1 TYPICAL TIE COLUMN DETAIL

3/4" = 1'-0"

2 TYPICAL TIE COLUMN TERMINATION

AT TIE BEAM OR BOND BEAM 3/4" = 1'-0"

3 TYPICAL HORIZONTAL REINFORCING

CONCRETE TIE BEAMS, WALLS AND FOOTINGS

580 Village Blvd., Suite 310 www.bniengineers.com

West Palm Beach, Florida 33409

Tel. (561) 623-7081

Lazaro Alfonso, P.E. FL Reg. No. 69782

BLISS & NYITRAY, INC.

STRUCTURAL ENGINEERS

To the best of the Structural Engineer's knowledge, the Plans and Specifications comply with the applicable minimum building codes.

FL Certificate of Authorization No. 674

FLORIDA LIC No: AR95989

Carbon design & architecture 263 13th Avenue South Suite 375 St. Petersburg, FL 33701 O:: 941.362.4312 W:: www.carbonAE.com

Project No:

PROJECT DATA

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CLIENT DATA

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ARCHITECT DATA

ENGINEER DATA

ISSUE + REVISION DATA

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BNI Proj. No.23w21

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S-402

ALL SCHEDULES

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24020

OCALA SUNTRAN

RESTROOMS & KIOSK

CITY OF OCALA

501 NE 1st Ave.

Ocala, FL 34470

L.A

S.C

No: Description: Date:

1 BLD24-1291

Building Comments

06/25/2024