Am_4_-_Attach_21_VOL_3_S-108_26MAY2016.pdf

Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z4 Z4 Z4 Z4 Z4 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z3

Z2 Z2

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S-108

S-108

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SPLICE

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LONGITUDINAL SPLICE ZONE

NOTE 5A TYP

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STAIRWELL

SEE NOTES

STAIRWELL

SEE NOTES

STAIRWELL

SEE NOTES

LONGITUDINAL TRANSVERSE

REINFORCEMENT DIRECTION

BEJ BEJ

CONT POUR STOP

(PERIPHERAL TIE)

SEE 1/S-108

T/SLAB

SEE PLAN

CFMF BEARING WALL

SEE SCHEDULE

TRANSVERSE REINFORCING SEE PLAN

LONGITUDINAL REINFORCING WITH CLASS B LAP

- SEE PLAN

WELDABLE REBAR; SIZE AND SPACING TO

MATCH LONGITUDINAL REINFORCEMENT.

WELD ALL AROUND TO POUR STOP.

NOTE:

1. MAINTAIN SPECIFIED BAR PLACEMENT AND CLEAR COVER.

1/

2"

2"

C

LR1"

CONT #5

1/4

TRANSVERSE REINFORCING

WITH CLASS B LAP - SEE PLAN

WELDABLE REBAR;

SIZE AND SPACING TO

MATCH TRANSVERSE

REINF. WELDED ALL

AROUND TO POUR

STOP.

L6X4X5/16 CONT POUR STOP UNO

(PERIPHERAL TIE)

T/SLAB

SEE PLAN

LONGITUDINAL

REINFORCING

- SEE PLAN

SE

E

S-

NOTE:

1. COMPOSITE DECK SPANS OPPOSITE DIRECTION AND SLAB EDGE VARIES AT "SIM" CONDITION.

2"

CFMF BEARING WALL

SEE SCHEDULE

CONT #5 BARS)

1/4

LENGTH VARIES SEE PLAN

1T/SLAB

SEE PLAN

1/2"x4" BENT PLATE

CONT TOP TO BOTTOM

2ND TO 5TH STORY

5/8" ROD

STUD SEE SCHEDULE

(SECOND AND

THIRD FLOOR)

STUD SEE SCHEDULE

HSS TUBE

(SEE PLAN)

FINISH FLOOR

SEE PLAN

(3) 3/8" A-325 BOLTS TYP

5/8" ROD

TRACK, TYP

1/2" THICK PL WASHER TYP

1/2"x4" BENT PLATE 8"

LAP LENGTHBAR SIZE

CLASS B BAR LAP LENGTH

#6

#5

38"

32"

#4 26"

#8 66"

SEE TABLE

LAP SPLICE

SEE TABLE

LAP SPLICE STAGGER

5/16" POUR

STOP (TIE)

5/16" POUR STOP

(TIE), COPE AT

CORNERINTERIOR

SIDE

5/16

5/16

5/16" POUR

STOP (TIE)

5/16" POUR STOP

(TIE), COPE AT

CORNER

INTERIOR

SIDE

5/16

5/16

TYP

66" MIN

TYP

0' - 8"

1/4 8 MIN

TYP

#8 X 6'-2" MIN

#8 X 6'-2" MIN LAP ABOVE

OTHER BAR INTERIOR

SIDE

66" MIN

INTERRUPT 5/16" POUR STOP

LANDING VARIES

POUR STOP, COPE, AND

INSIDE CORNER BAR SEE

INSIDE CORNER DETAIL

#8 CONT ACROSS OPENING,

SEE INSIDE CORNER DETAIL

FOR WELDS TO POUR STOP

END TRANSVERSE TIES

AT #8 CONT BAR WITH SEISMIC

HOOKS, 1/2" COVER BETWEEN

HOOK AND DECK ACCEPTABLE

US Army Corps of Engineers ®

SHEET OF

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S-108

VOLUME 3

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3/32" = 1'-0"

TIE FORCE PLAN

ZONE WIDTH MEMBER & SPACING SPLICE DIRECTION

Z1 8' * 8-#6 EQUAL SPACING TYPE 1 MECHANICAL TRANSVERSE

Z2 4' * 4-#6 EQUAL SPACING TYPE 1 MECHANICAL LONGITUDINAL

Z3 3.3' 4-#6 EQUAL SPACING WELDED LONGITUDINAL

Z4 8' 4-#6 EITHER SIDE OF BM LAP TRANSVERSE

Z5 VARIES #6 @ 1'-0" LAP EACH WAY, ALL

AREAS NOT MARKED

* HALF WIDTH AT ENDS, BEJ, AND OPENINGS

WIDTHS SHALL BE CENTERED OVER WALL OR BEAM,

EXCEPT AT ENDS AND OPENINGS.

1 1/2" = 1'-0"S-108

2 TYPICAL SECTION AT DECK BEARING

1 1/2" = 1'-0"S-108

1 TYPICAL SECTION AT WELDABLE REBAR

NOT TO SCALE

TYPICAL VERTICAL TIE

NOTES:

1. SEE FLOOR FRAMING PLANS FOR FINISH FLOOR ELEVATIONS.

2. VERTICAL TIES SHALL BE SPACED 32" OC

3. VERTICAL TIES ATTACH TO CONTINUOUS HSS 6x6x3/16 UON AT ROOF AT TOP OF EXTERIOR, CORRIDOR, AND TRANSVERSE BEARING WALLS.

4. ALL REINFORCEMENT SPLICES SHALL BE CLASS B CONTACT, WELDED, OR TYPE 2 MECHANICAL SPLICES PER TABLE.

5. ALL REINFORCEMENT SPLICES EXCEPT TYPE 2 MECHANICAL SHALL OCCUR WITHIN THE FOLLOWING LIMITS:

5A: LONGITUDINAL BARS: INNER 60% OF THE SPAN BETWEEN BEARING WALLS. SEE EXAMPLE LONGITUDINAL SPLICE PATTERN ABOVE FOR TYPICAL LONGITUDINAL SPLICE ZONES.

PLAN ALSO SHOWS ONE EXAMPLE PERMISSIBLE CONFIGURATION OF LONGITUDINAL SPLICES.

5B: TRANSVERSE BARS: INNER 60% OF THE SPAN BETWEEN CORRIDOR AND EXTERIOR WALLS. SPLICES SHALL OCCUR WITHIN AREAS NOTED "SPLICE ZONE" ON PLAN.

SEE UFC 4-023-03 PARAGRAPH 3-1.5.1.

6. TYPE 2 MECHANICAL SPLICES MAY OCCUR ANYWHERE IN THE SLAB.

7. ALL REINFORCEMENT SPLICES SHALL BE STAGGERED SO THAT NO TWO ADJACENT BARS ARE SPLICED AT THE SAME LOCATION.

8. WELDED SPLICES IN 5/16" POUR STOP SHALL OCCUR WITHIN THE LIMITS OF TRANSVERSE AND LONGITUDINAL SPLICE ZONES, SEE NOTE 4.

NOT TO SCALE

LAP SPLICE TYP

LONGITUDINAL

AND TRANSVERSE

NOT TO SCALEA OUTSIDE CORNER DETAIL

NOT TO SCALEB INSIDE CORNER DETAIL

NOT TO SCALEC PERIPHERAL IRREGULARITIES

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