36E77619B0020-0003023.pdf

NOTE:

1.DETAIL APPLIES TO ALL CONC WALLS NOT INDICATED TO BE SHEAR WALLS

2. LOCATE CONSTRUCTION JOINTS AT LEAST 3' FROM WALL CORNERS & INTERSECTIONS

3. SEE S-001 FOR TENSION LAP SPLICE SCHEDULE.

T E

N S

IO

N S

P

LI

C E

C

LA

S S

B

HAIRPIN DOWLS TO MATCH SIZE &

SPACING OF LARGER HORIZ BAR

12" MIN

STD HK

CLEAN AND ROUGHEN

SURFACE TYPICAL

CONT HORIZ BARS

HOOK HORIZ BARS OR PROVIDE DOWELS

AT SAME SIZE & SPACING

12" MIN

STD HK

TENSION SPLICE

CLASS B

NOTE:

1. SEE S-001 FOR TENSION LAP SPLICE SCHEDULE.

PLACE HORIZ REINF IN OUTER

LAYER

STD HOOK

4 CONT VERTS

MATCH LARGEST SIZE OF INTERSECTION

WALLS, UNO

CLASS B TENSION SPLICE

#4 TIES @ 12"

NOTE:

1. SEE S-001 FOR TENSION LAP SPLICE SCHEDULE.

HAIRPIN DOWELS TO

MATCH SIZE & SPACING OF

LARGER HORIZ BAR

VERT COLUMN REINF, SEE SCHEDULE,

TIES NOT SHOWN FOR CLARITY

3#4 CONT VERTS

T E

N S

IO

N

S P

LI

C

E

C

LA

S S

B

SEE ELEVATIONS

THICKNESS

24 BAR DIA, TYP 4 CONT VERTS, MATCH LARGEST SIZE OF

INTERSECTION WALLS, UNO

#4 @ 12" TIES

SHEAR WALL REINF, SEE ELEVATIONS.

NOTE:

1. SEE S-001 FOR TENSION LAP SPLICE SCHEDULE.

S-300

S-300

2 #6 TRIMMER

BARS EACH CORNER

TYP WALL REINF,

SEE WALL ELEVATIONS

VERTICAL TRIMMER BARS SHALL EXTEND A

MINIMUMOF 48 BAR DIA. PAST THE

OPENING AND SHALL EXTENDFULL HEIGHT

WHERE POSSIBLE. DOWELS OF SAMESIZE

AND NUMBER AS TRIMMER BARS SHALL

BEPROVIDED AT LOCATIONS WHERE

TRIMMER BARS CANNOT EXTEND 48 BAR

DIA. PAST THE OPENING DUE TO PROXIMITY

OF HOLE TO CONSTRUCTION JOINT DOWELS

SHALL BE EMBEDDED 48 BAR DIA. INTO

ANCHORING CONSTRUCTION AND SHALL

LAP 48 BAR DIA. WITH TRIMMER BARS.

2-#6 TRIMMER BARS AT TOP,

BOTTOM, AND SIDES OF ALL

OPENINGS IN CONCRETE WALLS

UNLESS OTHERWISE DETAILED

(SEE WALL ELEVATIONS)

EXTEND HORIZONTAL TRIMMER BAR

48 BAR DIA. OR 2'-6" MIN. BEYOND SIDES

OF OPENING OR AS FAR AS POSSIBLE

AND HOOK IN THE PLANE OF THE WALLS

MIN.

1 1/2" CLR.

2' -

2' -

HORIZONTAL TRIMMER

BARS AT OPNEINGS

VERTICAL REINF.

PROVIDE HAIRPIN

DOWELS TO MATCH SIZE

AND SPACING OF

LARGER HORIZ BAR

VERTICAL REINF.

TYPICAL HORIZ REINF

B A

R D

IA

B

A R

D

IA

TYPICAL HORIZONTAL REINF.

VERTICAL TRIMMER BARSTYPICAL VERTICAL REINF.

PROVIDE HAIRPIN DOWELS

TO MATCH SIZE AND

SPACING OF LARGER HORIZ

BAR

CONSTRUCTION JOINT AT FINISH

FLOOR ELEVATION AND AT TOP

OF FOUNDATION

TYPICAL VERTICAL REINF.

S T

A G

G E

R

M

IN

O R

B A

R D

IA

M

IN

LA

P

O R

B A

R D

IA

M

IN

LA

P

*HORIZONTAL REINFORCEMENT

NOT SHOWN FOR CLARITY

3/8" FORM JOINT FILLED WITH

SEALANT EACH FACE

WATERSTOP

1 1/2"

T /3

T /3

T /3

T

TENSION SPLICE

CLASS B

BOND BREAK

TAPE

7#7T

T

12#7T 12#7T

20#7T 20#7T7#7T

16#6T12#6T 16#6T

12#6T 16#6T 16#6T

T

T

T

T

T

T

T

T

T

T

T

4#6B 4#6B 4#6B

4#6B 4#6B 4#6B

B

B

B

B

"E

C

O

LU

M N

S P

A C

IN

G

"C" - COLUMN SPACING

SIZE OF BARS

DENOTES DIRECTION OF BARS

SPACED EQUALLY OVER STRIP

L1 = SHORTER OF "A" & "D"

L2 = SHORTER OF "B" & "D"

L3 = SHORTER OF "A" & "E"

QUANTITY OF BARS 16 #4 T

POSITION (TOP, BOTTOM OR TIE

FORCE)

SPANDREL BEAM

OR WALL

SEE 12/S-300 FOR

BAR LENGTHS

STRIP

1/4 L1

COLUMN MIDDLE STRIP

STRIP

1/4 L1

COLUMN

STRIP

1/4 L2

COLUMN MIDDLE STRIP

STRIP

1/4 L2

COLUMN

"A" - COLUMN SPACING "B" - COLUMN SPACING

"D

C

O

LU

M N

S P

A C

IN

G

S T

R

IP

/4

L

C O

LU

M

N

S T

R

IP

/4

L

C O

LU

M

N M

ID

D

LE

S

T R

IP

S T

R

IP

/4

L

C O

LU

M

N

CONTINUOUS DROP PANEL. ADDED BOTTOM BARS

ARE TO BE PLACED IN BOTTOM OF DROP PANEL.

TF = TIE FORCE BARS

T = TOP BARS

B = BOTTOM BARS IN ADDITION TO

BOTTOM MAT CALLED OUT ON PLAN

STANDARD 90° OR

180° HOOK

USE HORIZONTAL EXTENSION

WHERE POSSIBLE

"B" BARS SEE NOTE

"T" BARS "T" BARS

NOTES:

"B" BARS SEE

NOTE 2

"T" BARS

1. L = LA or LB, WHICHEVER IS GREATER.

2. SEE PLAN FOR TYPICAL CONTINUOUS BOTTOM REINFORCING MAT.

ADDED BARS SHOWN ON PLAN ARE DETAILED IN THIS DIAGRAM.

3. ALL MILD REINFORCEMENT IN LOCATED IN SLAB SHALL BE EPOXY COATED.

/4

C

LR

LENGTH

DEVELOPMENT

1 1/2" CLR.

0.22 LA 0.22 L

/4

C

LR

0.22 L

(GREATER)

0.22 LB OR 1.0 LC

/4

C

LR

CLEAR SPAN LA COL. WIDTH CLEAR SPAN LB COL. WIDTH CLEAR SPAN LC

/4

C

LR

MIN

6"

0.15 LA 0.15 LB

/4

C

LR

/4

C

LR

0.15 LA 0.15 LB

END PANEL "A" INTERIOR PANEL "B" CANTILEVER PANEL "C"

SQUARE, ROUND OR

RECTANGULAR OPENING

(3'-0" MAX. DIMENSION)

SLAB REINFORCING

NOTES:

1. ALL TOP AND BOTTOM BARS INTERRUPTED BY THE OPENING SHALL BE REPLACED WITH ADDITIONAL REINFORCING EQUAL TO

THAT INTERRUPTED. PLACE HALF OF THE ADDITIONAL REINFORCING ON EACH SIDE OF OF THE OPENING AND EXTEND IT 3'-0"

BEYOND OPENING. PROVIDE STANDARD HOOK IN BARS AT EDGE OF SLAB WHERE 3'-0" EXTENSION IS NOT POSSIBLE.

2. BOXED OUT OPENINGS, RECESSED BOXES AND PIPE SLEEVE CLUSTERS SHALL BE TREATED AS SLAB OPENINGS.

3. OPENINGS LESS THAN 1'-0" NEED NO SPECIAL REINFORCING.

4. CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY OPENING GREATER THAN 1'-0" WHICH IS NOT SHOWN ON THE

STRUCTURAL DOCUMENTS.

2#5 AT MID-DEPTH

OF SLAB

ADDED REINFORCING EQUAL TO HALF

THE REINFORCING INTERRUPTED

3"

1 1 /2

TYP

2' -

TYP

2' -

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-300

CONCRETE DETAILS EXPAND PATIENT PARKING

GARAGE

10701 EAST BOULEVARD, CLEVELAND, OH 44106

161651

05/24/2019 Checker Author

100% BID SET

N.T.S.

REINFORCING AT NON-SHEAR WALL CORNERS

N.T.S

REINFORCING AT CONCRETE WALL CORNERS

N.T.S.

REINFORCING AT CONCRETE WALL TERMINATION

N.T.S.

CONCRETE WALL INTERSECTION DETAIL

N.T.S.

TYPICAL SHEAR WALL OPENING

N.T.S.

REINFORCING AT CONCRETE WALL OPENINGS

N.T.S.

REINFORCING AT SIDES OF CONCRETE WALL OPENINGS

N.T.S.

REINFORCING DETAIL AT SHEAR WALL CONSTRUCTION JOINTS

N.T.S.

TYPICAL WALL CONSTRUCTION JOINT DETAIL

N.T.S

TWO-WAY FLAT SLAB NOTATION

N.T.S

TWO-WAY FLAT SLAB - MIDDLE STRIP BAR BENDING AND PLACING

N.T.S

REINFORCING AT FLOOR SLAB OPENING (3'-0" OPENING MAXIMUM)

# Revisions Date

1 Addendum for Solilcitation 11/22/2019