36E77619B0020-0003025.pdf

ADDED STRANDS ARE

GROUPED WITH

CONTINUOUS STRANDS

#4 T&B

CHAIR W/#4

SUPPORT BAR

SEE TENDON LAYOUT FOR DIMENSIONS

SUPPORT BAR

PLASTIC

ENCAPSULATED

ANCHORAGE

PLAN

SECTION

GREASE FILLED

END CAP

T /2

T /2

CHAIR W/#4 SUPPORT BAR

2" MIN

ENCAPSULATED ANCHORAGE

(2) #4 BACK UP BAR, T&B.

EXTEND 6" PAST LAST ANCHOR

SLEEVE W/ SEAL

AND ADAPTER

#3 HAIRPINS, TOTAL EQUAL

TO NUMBER OF TENDONS +1.

HAIRPINS SHALL BE 18" LONG

3/8 T

NOTE: STRESS MINIMUM OF 2 TENDONS ALONG SLAB EDGE PERPENDICULAR

TO THE BANDED TENDONS BEFORE STRESSING THE BANDED TENDONS

ANCHORAGE AND POCKET

FORMER ATTACHED TO

EDGE FORM

PROTECTIVE SLEEVE

PROTECTIVE SLEEVE TUBEHOLE DRILLED IN EDGE FORM

(2) #4 BACK UP BAR, T&B.

EXTEND 6" PAST LAST ANCHOR

#3 HAIRPINS, TOTAL EQUAL

TO NUMBER OF TENDONS +1.

HAIRPINS SHALL BE 18" LONG

FOR STRESSING

12" MIN

GREASE FILLED END CAP

ENCAPSULATED ANCHORAGE

WEDGES

STEEL RING AT STRESSING END

5"

/8

STRAIGHT

1' - 3"

LENGTH OF TRANSITION CURVE

5' - 0" MIN

M

IN SEE PLAN FOR ELEVATIONS

SUPPORT BARS

(2) #4 CONT, TYP

#3 HAIRPINS @ EA

SIDE OF ANCHOR

18" 5"

TENDON

CHAIR W/#4

SUPPORT BAR

6" 6"

SECTION @ END

PLAN

SLAB EDGE

UNIFORM TENDON PROFILE

(REVERSE PARABOLA)

CL CL

TEMPERATURE TENDONS, SHALL BE

PLACED ON TOP OF UNIFORM

TENDONS WITHIN CENTER 1/3 OF SLAB

*TENDON CENTER OF GRAVITY

ABOVE B/SLAB PER PLAN

C

G

INFLECTION

POINTS

C

G

0.1L1

L1 /2 L1 /2 EQ EQ

SLAB CHAIRS

BEAM TENDONS

W/ SUPPORT BAR

SEE PLAN FOR DIMENSION

EVENLY PER PLAN

SPACE TEMPERATURE TENDONS SEE PLAN FOR DIMENSION

1' - 0"

D

M

IN

T Y P4

STEEL PIPE INSERT (SCH 40) IS

REQ'D WHEN SLAB PENETRATIONS

ARE WITHIN THE 45 DEG ZONE OF

ANCHOR

CLR

6" MIN

D

O R

M

IN

PENETRATIONS FARTHER THAN 2x

THE DIA OR WIDTH BUT NOT LESS

THAN 36" MIN FROM ANCHOR, DO

NOT REQUIRE A STEEL PIPE INSERT.NOTES: PENETRATION WITH DIMENSIONS GREATER

THAN 12" REQUIRE TRIMMER BARS, SEE DETAIL 6/S-302

PT TENDON

PROVIDE HAIRPINS FOR

CURVATURE GREATER THAN 1:12

MIN

1' - 0"

STRAIGHT RUN

3' - 0" MIN

MAX

CURVATURE

C

LR

M

IN

MIN

1 1/2" CLR

24" MIN

#5 T&B x 48" TRIMMER

BAR TYP @ EA CORNER

SEE SLAB OPENING

REINF DETAIL ON S-301

1. ALL OPENINGS W/ A DIM OF 12" OF GREATER SHALL BE TRIMMED

2. REINFORCING IS IN ADDITION TO ANY REINFORCING INDICATED ON PLANS

3. WHERE AN ADJACENT OPENING IS CLOSER THAN SMALLER OPENING DIMENSION, EXTEND TRIM

REINFORCING TO 24" MINIMUM PAST ADJACENT OPENINGS

/4

STANDARD CHAIR W/ #

4 SUPPORT BAR

*SEE SUPPORT PLAN FOR SIZE

C G

S

PT STRAND (TIE

SECURELY IN PLACE)

/4

SLAB BOLSTER*SEE SUPPORT PLAN FOR SIZE

C G

S

PT STRAND (TIE

SECURELY IN PLACE)

ANCHORAGE AND POCKET

FORMER ATTACHED TO EDGE

FORM

(2) #4 BACK UP BAR, T&B CONT

PROTECTIVE SLEEVE

CHAIR W/#4 SUPPORT BAR

STRESSING

12" MIN FOR

HOLED DRILLED

IN EDGE FORM

2" MIN

CONDUIT

(D < T/3), TYP, UNO

(3) CONDUIT PER

GROUP, MAX

3" MIN

#4 T&B @ 12" OC REQ'D WHERE

8" MIN SPACING BETWEEN

GROUPED CONDUITS IS NOT

MAINTAINED

D

TYP UNO

D OR 2" MIN

P-T TENDONS

PER PLAN

TYP

1' - 0"

M

ID

D

LE

T H

IR

D

O F

S

LA

B

P

LA

C E

C O

N D

U

IT

I N

T/SLAB EL

SEE PLAN

8" MIN

NOTES:

1. ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE

2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WHICH INDICATE THE PLACEMENT OF CONDUIT IN SLAB

3. DO NOT PLACE CONDUIT WITHIN 48" OF COLUMN FACE OR SLAB EDGE

4. CONDUIT SHALL NOT TOUCH POST TENSIONING TENDONS. PROVIDE CHAIRS TO SUPPORT CONDUIT

5. CONDUIT PLACEMENT NOT MEETING ABOVE CRITERIA MAY REQUIRE ADDITIONAL REINFORCING AND/OR SLAB THICKENING

#5 @ 12" OC x

48" LONG, T&B

3/4"x 2 1/2"x12" KEY @

48" OC, MAX BETWEEN

TENDONS

P-T TENDON

CONTINUOUS,

SEE PLAN

T /2

T /2

SLAB JT SHALL BE 1/2" WIDE x

1" DEEP BLOCKOUT W/

ELASTOMERIC CAULKING

NOTE:

1. ENGINEER SHALL APPROVE THE USE AND LOCATION OF ALL P-T SLAB CONSTRUCTION JOINTS

2. WHERE 1" DP BLOCKOUT OCCURS, MAINTAIN CLEAR COVER PER PLAN

1/2" CHAMFER

(2) #4 CONT, TYP

DISTRIBUTED

TENDON

CHAIR W/#4

SUPPORT BAR

SECTION @ END

PLAN

SUPPORT BARS

BANDED TENDONS

GREASE FILLED

END CAP

T /2

T /2

CHAIR W/#4 SUPPORT BAR

2" MIN

ENCAPSULATED ANCHORAGE

(2) #4 BACK UP BAR, T&B.

EXTEND 6" PAST LAST ANCHOR

PROTECTIVE SLEEVE

ANCHORAGE AND POCKET

FORMER ATTACHED TO EDGE

FORM

(2) #4 BACK UP BAR, T&B CONT

PROTECTIVE SLEEVE

CHAIR W/#4 SUPPORT BAR

STRESSING

12" MIN FOR

HOLED DRILLED

IN EDGE FORM

2" MIN

INTERMEDIATE CAP

W/PROTECTIVE SLEEVE.

ATTACH CAP AND SLEEVE TO

ANCHORAGE AFTER STRESSING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

PVE ENGINEERING, LLC.

Waterfront Corporate Park III, Suite 101

2000 Georgetowne Drive, Sewickley, PA 15143

Phone: 724-444-1100

Email: info@pve-llc.com

AE Works, LTD.

209 Sandusky Street

Pittsburgh, PA 15212

Phone: 412-287-7333 www.ae-works.com

S-302

POST-TENSIONED DETAILS EXPAND PATIENT PARKING

GARAGE

10701 EAST BOULEVARD, CLEVELAND, OH 44106

161651

05/24/2019 Checker Author

100% BID SET

1" = 1'-0"

ADDED POST TENSION STRANDS DETAIL

1 1/2" = 1'-0"

DEAD END ANCHORAGE DETAIL - BANDED TENDONS

1 1/2" = 1'-0"

STRESSING ANCHORAGE DETAIL - BANDED TENDONS

3" = 1'-0"

PLASTIC ENCAPSULATED ANCHOR

1" = 1'-0"

POST TENSIONED SLAB ANCHORAGE @ BANDED TENDONS

1" = 1'-0"

POST TENSIONED SLAB PROFILE

3/4" = 1'-0"

SLAB PENETRATIONS AT POST-TENSIONED ANCHORS

3/4" = 1'-0"

REINFORCING AT OPENING INTERRUPTING PT TENDONS

3" = 1'-0"

STRAND SUPPORT DETAILS

1 1/2" = 1'-0"

STRESSING ANCHORAGE DETAIL - DISTRIBUTED TENDONS 3/4" = 1'-0"

CONDUITS EMBEDDED IN CONCRETE SLAB

3/4" = 1'-0"

TYPICAL CONSTRUCTION JOINT DETAIL

1" = 1'-0"

POST TENSIONED SLAB ANCHORAGE @ DISTRIBUTED TENDONS

1 1/2" = 1'-0"

DEAD END ANCHORAGE DETAIL - DISTRIBUTED TENDONS

1 1/2" = 1'-0"

INTERMEDIATE STRESSING CONSTRUCTION JOINT DETAIL - DISTRIBUTED TENDONS

# Revisions Date

1 Addendum for Solilcitation 11/22/2019