36C25518R0074-006.pdf

V A

R

IE

S S

E E

P L A

N

VARIES SEE ARCH VARIES SEE ARCH VARIES SEE ARCH

1"

3/4" C

LR

T Y P

11"

MIN

11"

MIN

10"

ETS

SEE PLANx x x xxx

P/C CONCRETE

NOTE: PLACEMENT OF ADDITIONAL

REINFORCING SHOWN APPLIES TO

LANDING AT TOP OF A STAIR

FLIGHT.

ADD'L REINF AS REQ'D BY P/C

SUPPLIER DUE TO ORIENTATION

DURING HANDLING

CIP CONC W/ 6 x 6

- W1.4 x W1.4 WWR

EMBEDDED METAL

ABRASIVE NOSING

TYP, SEE ARCH &

SPECIFICATIONS

(3) #4 @ 3" O.C. x CONT.

AT TOPPING MID-DEPTH

(3) #4 @ 3" O.C. x

CONT. AT TOPPING

MID-DEPTH

TOOLED JOINT

WITH SEALANT

TOOLED JOINT

WITH SEALANT

NOTE: STAIR SLAB DESIGN BY PRECASTER TO WITH STAND HORIZONTAL AND VERTICAL

LOADS FROM CURTAIN WALL SYSTEM. COORDINATE LOADS WITH CURTAIN WALL SUPPLIER.

1'-6"

4"P/C STAIR

SLAB-ON-GRADE

#8 x 9" LONG

4" x 4" x 1/2" KOROLATH

SHIMS. GROUT AFTER

CONNECTION IS COMPLETE.

2"Ø x 4" DEEP HOLE

CAST-IN SLAB

2"Ø HOLE THROUGH

STAIR, GROUT FULL

P /C

P A

N E

L P

/C P

A N

E L

EXTERIOR INTERIOR

CONTINUOUS

SEALANT

CONTINUOUS

NON-SHRINK NON-STAIN

GROUT BETWEEN

CONNECTION TYPICAL

P /C

P A

N E

L P

/C P

A N

E L

BACKER ROD

AND SEALANT

EACH FACE

TYPICAL

CERAMIC FIBER

BLANKET INSULATION

IF FIRE RATING REQ'D.

SEE SPECS.

A T

P /C

T O

P /C

A T

P /C

T O

C A

S T

-I N

-P L A

C E

. EQUAL EQUAL

P /C

P A

N E

L P

/C P

A N

E L

O R

G R

A D

E B

E A

M O

R C

A S

T -I

N -P

L A

C E

G R

A D

E W

A L L

WELD PLATE

EXTERIOR SIDE INTERIOR SIDE

NOTES:

1. SEE DETAIL C8/S-410 FOR CONTINUOUS HORIZONTAL JOINT BETWEEN

CONNECTION.

2. (2) CONNECTIONS, MINIMUM, PER WALL PIECE.

EMBED PLATE

WITH ANCHORS

EMBED PLATE WITH

BARS x PANEL HEIGHT

NON-SHRINK

NON-STAIN

GROUT

NON-SHRINK

NON-STAIN GROUT

CONT

SEALANT

1"

5"

/2

WELD PLATE

P/C PANEL

P/C PANEL

V-GROOVE TO

MATCH PANEL

JOINTS

BACKER ROD

AND SEALANT

END OF PANEL

WHERE APPLICABLE

EMBED PLATE WITH

ANCHORS AND BARS

TYPICAL

NOTES:

1. SEE DETAIL A8/S-410 FOR JOINT BETWEEN CONNECTIONS.

2. (2) CONNECTIONS, MINIMUM, PER WALL PIECE.

NON-SHRINK

NON-STAIN GROUT

C L A

S S

B

L A

P S

P L

IC

E

STD. HOOKS

L-BAR w/ 2'-6" LEGS

3/4"

PLATE 3/8" x 4" x 4"

EMBED PLATE BY PRECASTER

HSS 8x4x3/8

P/C WALL

5/16

5/16

5/16

5/16

ANGLE 4" x 4" x 3/8" x 4" LONG

10"

ETS

SEE PLAN

P/C WALL

CIP TOPPING,

COVE SEALANT

P/C STAIR SLAB

CONNECTION BY

PRECASTER. (2)

CONNECTIONS, MIN, PER

SLAB PIECE

x x x

ETS

SEE PLAN

CIP TOPPING

CONTINUOUS BEARING PAD

CONNECTION BY

PRECASTER. (2)

CONNECTIONS, MIN, PER

SLAB PIECE

10" P/C WALL

P/C STAIR SLAB

COVE SEALANT

x x x

ETS

SEE PLANxxxx xx

TOOLED JOINT

WITH SEALANT

P/C STAIR SLAB

CONNECTIONS BY

PRECASTER

(2) CONNECTIONS PER

LANDING, MIN.CIP TOPPING

1'-0" 1'-0" 4" 10"

/2

2'-0" 2'-0"

B1

S-410

P/C COLUMN

(2) 3/4"ø INSERT/COIL RODS x 2'-6"

(GALVANIZED)

P/C SPANDREL

PANEL

P/C BEAM

P/C COLUMN COVER,

SEE D6 AND F8/S-524 SIM

10" P/C WALL

EXPANSION JOINT

TURN EXPANSION

JOINT UP 6" BETWEEN

PRECAST PIECES, TYP

1/4" x 8" x 10" x 3'-5" TALL BENT PLATE

LOCATED 1" ABOVE THE FLOOR (GALVANIZE

AND PAINT TO MATCH COLOR OF PRECAST)

ATTACH TO STAIR TOWER WALL ONLY WITH

3/8"ø HILTI KWIK BOLT TZ (STAINLESS

STEEL) EXPANSION ANCHORS AT 18" OC

PROVIDE LONG-SLOTTED HOLES IN PLATE

9.9

G

1'-0" 1'-0" 1/2"

1'-0"

8"

9.9

2.1

P/C IT BEAM

P/C COLUMN

P/C COLUMN COVER. HANG

FROM TOP MOST HAUNCH.

PROVIDE CAVITY AROUND

OTHER HAUNCHES

BEARING PAD AT TOP

MOST SUPPORT

P/C HAUNCH AT EACH

SUPPORTED LEVEL

PERFORMANCE DESIGN

BY PRECASTER TO

SUPPORT FUTURE IT

BEAM AND FLOOR LOADS

AS SHOWN IN BID ITEM 1

1/2" BEARING PADS. GLUE

TO COLUMN

OH

/2

1'-6"

4"

9"

ETS

SEE PLAN2

(2) #4 x CONT.

GRADE SLAB, SEE SHEET S-101

FOR INFORMATION

P/C STAIR

#8 x 9" LONG

4" x 4" x 1/2" KOROLATH

SHIMS. GROUT AFTER

CONNECTION IS COMPLETE.

2"Ø x 4" DEEP HOLE

CAST-IN SLAB

2"Ø HOLE THROUGH

STAIR, GROUT FULL

#4 @ 12" OC WITH STANDARD

HOOK EACH END

1'-6"

MINIMUM

SEE ARCHITECT

1'-0"

" 1

1'-0"

SEE PLAN

ETS

SEE PLAN

ETS

S E

E

A R

C H

IT

E

C T

" M

IN

IM

U M3" C

LE

A R

(1) #4 x CONTINUOUS

EMBEDDED METAL ABRASIVE

NOSING TYPICAL, SEE

SPECIFICATIONS

#4 @ 18" OC EACH WAY

(2) #4 x CONTINUOUS

GRADE SLAB, SEE

SHEET S-101 FOR

INFORMATION

1/2" FIBERBOARD

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-410

STAIR DETAILS

EXPAND PARKING GARAGE 589-401

RES MAP

F8

TYPICAL STAIR SECTION

D8

P/C STAIR/SLAB DETAIL

C8

HORIZONTAL PANEL/PANEL

DETAIL

A8

VERTICAL PANEL/PANEL DETAIL

JOINT

E5

CONNECTION DETAIL

C5

VERTICAL PANEL/PANEL

CONNECTION

A5

CORNER REINFORCEMENT DETAIL

F3

STAIR DETAIL

D3

WALL/SLAB DETAIL

F1

BEAM/SLAB DETAIL

F5

STAIR SLAB DETAIL

D1

WALL/COLUMN DETAIL

B1

COLUMN DETAIL

B3

WALL DETAIL

A3

STAIR ON GRADE DETAIL

ETS

SEE PLAN

3/8" xxx xx

TOOLED JOINT

WITH SEALANT

P/C STAIR SLAB

CONNECTIONS BY PRECASTER.

(2) CONNECTIONS, MIN., PER SLAB

PIECE. PROVIDE BOLTED CONNECTIONS

AT BASE OF SLAB AT BID ITEMS 5 AND 6 FOR

EASY REMOVAL AT TIME OF FUTURE

EXPANSION

CIP TOPPING

EXPANSION JOINT

AND P/C BEAM,

SEE F6/S-412

L 6" X6" X 1/2" X CONTINUOUS

SLAB SUPPORT ANGLE(GALV.)

WITH CONTINUOUS BEARING

PAD ATTACHED TO ANGLE

WITH 3/16" DIAMETER S.S.

SCREWS AT 12" OC

P/C TOP

LANDING SLAB

CONTINUOUS

BEARING PAD

P/C LEDGE

STAIR D CONDITION SHOWN.

FLIP DIRECTION OF ANGLE

IN OPPOSITE DIRECTION

FOR STAIR C

TOOLED JOINT

WITH SEALANT

SEE PLAN

ETS

FLASHING AND

ROOFING MATERIAL.

SEE ARCHITECTURAL.

SLOPE TO DRAIN PER

ARCHITECTURAL

DRAWINGS.

P/C SLAB

CURTAIN WALL SYSTEM,

SEE ARCHITECTURAL.

CONNECTION TO P/C SLAB

PERFORMANCE DESIGN BY

CURTAIN WALL SUPPLIER.

COORDINATE WITH PRECASTER

10"

SEE PLAN

ETS

CONNECTIONS BY PRECASTER.

(2) CONNECTIONS, MIN., PER SLAB

PIECE.

10" P/C WALL

CONTINUOUS

BEARING PAD

GUTTER AND ROOFING

MATERIAL. SEE

ARCHITECTURAL.

SLOPE TO DRAIN PER

ARCHITECTURAL

DRAWINGS.

P/C SLAB

SEALANT BOTH

SIDES

MIN (2) THREADED INSERTS AND BOLTS

REQUIRED AT EACH CONNECTION FOR

EASY REMOVAL OF ROOF FOR BID ITEMS 5 AND 6.

WELDED CONNECTION IS ACCEPTABLE

FOR BID ITEM 1 AND OTHER BID ITEM DEDUCTS

#4 HAIRPIN

10"

J O

IN

T

SEE PLAN

ETS

FLASHING AND ROOFING MATERIAL.

SEE ARCHITECTURAL. SLOPE TO

DRAIN PER ARCHITECTURAL DRAWINGS.

P/C SLAB, NEEDS TO BE DESIGNED

TO BE EASILY REMOVED AND RELOCATED.

NEEDS TO SPAN IN NORTH-SOUTH DIRECTION

CURTAIN WALL SYSTEM,

SEE ARCHITECTURAL.

CONNECTION TO P/C SLAB

PERFORMANCE DESIGN BY

CURTAIN WALL SUPPLIER.

COORDINATE WITH PRECASTER

BACKER ROD

AND SEALANT

PRECAST BEAM, DESIGN TO SUPPORT

FUTURE VERTICAL D = 0.25KLF (SERVICE)

AND FUTURE HORIZONTAL W = 0.32 KLF

(FACTORED)

CONNECTIONS BY PRECASTER.

(2) CONNECTIONS, MIN., PER SLAB

PIECE.

MIN (2) THREADED INSERTS AND BOLTS

REQUIRED AT EACH CONNECTION FOR

EASY REMOVAL OF ROOF FOR BID ITEMS

5 AND 6

#4 HAIRPIN

CONTINUOUS

BEARING PAD

3"

MIN

P/C WALL

P/C ROOF SLAB

P/C BEAM

HIDDEN HAUNCH

SECTION A-A

HIDDEN HAUNCH

PLAN

P/C WALL

BEAM CONNECTION TO

WALL PERFORMANCE

DESIGN BY PRECASTER

TOP AND BOTTOM

FOR TORSION

A

A

P/C BEAM

(2) 1/2"ø BOLTS IN

SHORT SLOTTED

HOLES

1 1/2" 3" 1 1/2"

(2) 1/2"ø HILTI KWIK BOLT TZ x 4 1/2"

(GALVANIZED)

MC12 STRINGER

L3x3x6" LONG. PROVIDE

SEALANT ALL AROUND

/4

C

L R x xxxx

P/C TEE

CIP TOPPING

P/C IT BEAM

TOOLED JOINT WITH SEALANT

1/2"x8"x8" EMBED PLATE

PERFORMANCE DESIGN BY

PRECASTER AT EACH STAIR

STRINGER WITH 2 MORE

BETWEEN STRINGERS AT

EQUAL SPACING (4) TOTAL.

DESIGN TO CARRY STAIR

LOAD.

CONNECTION FOR STRINGERS

AND TREADS TO PRECAST

EMBEDS PERFORMANCE

DESIGN BY STEEL SUPPLIER.

MC12 STRINGER

NOTE: SEE F6/S-524 FOR REMAINING INFORMATION.

/4

C

L R

5/16

EA POST

5/16

ETS

SEE PLANxxxxxxx x xxxxxxx x

HSS 6x6x3/8

MC12 STRINGER

P/C TEE FLANGE

CIP TOPPING

HSS 6x6x3/8

MC12 STRINGER

1/4" NEOPRENE

PAD AT BOTTOM

IN ADDITION TO NORMAL TOPPING

WWR, PROVIDE (8) #3 @ 6" OC x 12'-0"

LONG CENTERED UNDER STEEL POSTS

PRECASTER TO PROVIDE 4'-0" WIDE STRIP

OF WWR EQUAL TO 0.18 IN /FT. CENTER

UNDER HSS 6x6 POSTS AND PROVIDE OVER

FULL WIDTH OF PRECAST DOUBLE TEE

HSS 8x4x3/8

10" x 10" x 3/8"

STEEL PLATE EACH

SIDE

(4) 3/4"ø THROUGH BOLTS

(GALVANIZED) AT 7 1/2" SPACING

1/4" CAP PLATES WELD

ALL AROUND WATER

TIGHT

NSNS GROUT

SEE PLAN

ETS

= 763'-11 1/2"

ETW

CONNECTIONS BY PRECASTER.

(2) CONNECTIONS, MIN., PER SLAB

PIECE.

10" P/C WALL

CONTINUOUS

BEARING PAD

P/C SLAB

SEALANT BOTH

SIDES

MIN (2) THREADED INSERTS AND BOLTS

REQUIRED AT EACH CONNECTION FOR

EASY REMOVAL OF ROOF FOR BID ITEMS

5 AND 6

P/C LEDGE FOR FUTURE STAIR SLAB

(2) #4 LEDGE TIES

AT EACH CONNECTION,

MIN

GUTTER AND ROOFING

MATERIAL. SEE

ARCHITECTURAL.

SLOPE TO DRAIN PER

ARCHITECTURAL

DRAWINGS.

F

10 10.9119.9

METAL RAILING

SEE ARCHITECTURAL

M C

S

T R

IN

G

E R

M C

S

T R

IN

G

E R

P/C COLUMN

P/C BEAM

P/C SPANDREL

P/C COLUMN COVER

GRIP-STRUT PREFORMED

METAL RISERS AND

LANDING PLANKS

NOTES:

1. STEEL STAIR CONSTRUCTION: CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS PREPARED BY A MISSOURI LICENSED PROFESSIONAL ENGINEER FOR THE DESIGN OF PREFABRICATED METAL RISERS, KICK PLATES, LANDING PLANKS, THEIR CONNECTIONS TO THE STEEL STRINGERS AND SUPPORT FRAMING. THE STAIRS SHALL BE DESIGNED ACCORDING TO ALL BUILDING CODE (IBC 2012) REQUIREMENTS. DESIGN FOR DEAD LOAD DUE TO SELF-WEIGHT, 100 PSF LIVE LOAD, AND MINIMUM

SEISMIC LOAD EQUAL TO 10% OF DEAD LOAD.

A. RISER CONSTRUCTION: "GRIP-STRUT" PREFORMED STEEL RISERS

B. INTERMEDIATE LANDING FLOOR SURFACE: "GRIP-STRUT" PREFORMED METAL PLANKS.

2. GENERAL CONTRACTOR TO COORDINATE REQUIRED EMBED PLATE LOCATIONS AND SIZES FOR

CONNECTIONS BETWEEN STEEL STAIR MEMBERS AND PRECAST CONCRETE WITH PRECASTER.

3. HOT-DIP GALVANIZE AND PAINT ALL STEEL.

BOLLARDS,

SEE F7/S-523

2'-0" 5'-0" 4'-0"

1'-0"

4" 12'-3" 1'-0"

F3

S-411

B6

S-411

D3

S-411

HSS 8x4x3/8

HSS 6x6x3/8" HSS 6x6x3/8"

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-411

STAIR DETAILS

EXPAND PARKING GARAGE 589-401

RES MAP

F6

STAIR SLAB DETAIL

F8

ROOF SLAB DETAIL

D8

ROOF SLAB DETAIL

0 2' 4' 8'

1/4" = 1'-0"

1/4" = 1'-0"F1

STAIR - BID ITEM 5

D6

ROOF SLAB DETAIL BID ITEMS 5

AND 6

B8

HIDDEN HAUNCH DETAIL

B6

BOTTOM STAIR SECTION

F3

TOP STAIR SECTION

N

S

W

E

D3

INTERMEDIATE STRINGER

SUPPORT

B3

STAIR TOWER EXPANSION DETAIL

4" 4"

ETGB

SEE PLAN

ETS

SEE PLAN

10" P/C WALL

PANEL

CONNECTION PERFORMANCE

DESIGN BY PRECASTER.

DESIGN BASE CONNECTIONS

ASSUMING FULL HEIGHT TOWER

AS SHOWN IN BID ITEM 1 OF THESE

DRAWINGS

CIP GRADE BEAM, SEE SCHEDULE

COVE SEALANT,

SEE B5/S-502

GRADE SLAB. CAST TIGHT WITH

BOND BREAKER

COVE SEALANT,

SEE B5/S-502

SEE PLAN

SEE

PLAN

8" 4"

ETS

SEE PLAN

8" P/C WALL PANEL

ETGB

SEE PLAN

CONNECTION PERFORMANCE

DESIGN BY PRECASTER

CIP GRADE BEAM, SEE SCHEDULE

COVE SEALANT,

SEE B5/S-502

GRADE SLAB. CAST TIGHT

WITH BOND BREAKER

ETW

730'-6"

GLAZED ALUMINUM CURTAIN WALL

SYSTEM. SEE ARCHITECTURAL

PERIMETER DRAINAGE

SYSTEM, BY OTHERS,

SEE SPECIFICATIONS

3/4" TYPICAL

4'-0" WASH4"10"

1'-0" 1'-0"

ETS

SEE PLAN

F.4G xx x x xx x

P/C TEE TYPICAL

SLOPE BEARING PLATES IN BEAMS

AND SUPPORT PLATES IN COLUMNS,

AS REQUIRED TO PROVIDE UNIFORM

BEARING ON PADS, TYPICAL

P/C HAUNCH BEYOND

CIP TOPPING, TYPICAL

P/C BEAM, SEE F1/S-522 FOR INFO

WBA WABOCRETE II

SYSTEM WITH MM-800

MEMBRANE OR

ENGINEER APPROVED

EQUIVALENT. SEE

D1/S-502

CHORD STEEL, SEE PLAN

PROVIDE MINIMUM OF 1 SLEEVE THROUGH BEAM FOR

FUTURE CONDUIT, OR AS REQUIRED BY MEP DRAWINGS

#5 X 5'-0" AT EACH TEE

STEM

CIP TOPPING

CONTINUOUS

BEARING PAD

P/C LEDGE

CONNECTIONS BY

PRECASTER.

(2) CONNECTIONS,

MIN., PER SLAB PIECE.

COVE SEALANT

TOOLED JOINT WITH SEALANT

P/C STAIR SLAB

T E

E

WASH VARIES

SEE PLAN

4" 1'-0"

ETS

SEE PLAN

2.1

9.9 x x x x xx xx

CIP TOPPING

CHORD STEEL,

SEE PLAN AND

DETAIL C1/S-521

#4 x 5'-0" @ 16"

ON CENTER.

POSITION AT

MID-DEPTH

OF TOPPING.

P/C BEAMP/C STAIR TOWER

WALL

P/C SLAB

CIP TOPPING

WBA WABOCRETE II SYSTEM

WITH MM-800 MEMBRANE OR

ENGINEER APPROVED

EQUIVALENT. SEE D3/S-502

COVER PLATE ANCHOR

TO WALL SIDE ONLY.

SEE SPECIFICATIONS TOOLED JOINT

WITH SEALANT

CONNECTIONS BY

PRECASTER. (2)

CONNECTIONS,

MIN., PER SLAB

PIECE.

TOOLED JOINT

WITH SEALANT

P/C TEE

3" 2"

ETGB

SEE PLAN

ETS

SEE PLAN

CIP GRADE BEAM,

SEE SCHEDULE

PERIMETER DRAINAGE

BY OTHERS, SEE

SPECIFICATIONS

COVE SEALANT

GRADE SLAB CAST TIGHT

10" P/C WALL

EXTERIOR GRADE,

SEE CIVIL

3/4"ø x 2'-6" COIL ROD

AND INSERT @ 18" OC

WITH (2) #4 x CONT

CONNECTION PERFORMANCE

DESIGN BY PRECASTER.

DESIGN BASE CONNECTIONS

ASSUMING FULL HEIGHT TOWER

AS SHOWN IN BID ITEM 1 OF THESE

DRAWINGS

1'-0"

2"

4"

ETS

SEE PLAN

(3) #4 x CONTINUOUS

SLAB ON GRADE

CIP CONCRETE,

SEE CIVIL

DRAWINGS

1/2" JOINT FILLER

#4 x 4'-0" @ 12" OC

CENTERED ON JOINT,

PLACE BAR IN DOWEL

SLEEVE ON PARKING

STRUCTURE SIDE OF

JOINT

P/C WALL

CIP GRADE BEAM

FACE OF WALL

BEYOND

#4 @ 12" OC WITH

STANDARD HOOK

BY PRECASTER

11"1"

4"

F.4

P/C WALL

EXPANSION JOINT

1/4" x 8" x 10" x 3'-5" TALL BENT PLATE LOCATED

1" ABOVE THE FLOOR (GALVANIZE AND PAINT TO

MATCH COLOR OF PRECAST) ATTACH TO STAIR

TOWER WALL ONLY WITH 3/8"ø HILTI KWIK BOLT

TZ (STAINLESS STEEL) EXPANSION ANCHORS AT

18" OC. PROVIDE LONG-SLOTTED HOLES IN

PLATE

TURN EXPANSION

JOINT UP 6" BETWEEN

PRECAST PIECES, TYP

P/C SPANDREL

PANEL

P/C COLUMN

3/4"ø INSERT/COIL ROD x 2'-6"

(GALVANIZED)

P/C BEAM

P/C BEAM

LEDGE BELOW

STAIR TOWERGARAGE

ETS

SEE PLAN

(3) #4 x CONTINUOUS

SLAB ON GRADE

#4 x 4'-0" @ 18" OC

CENTERED ON JOINT.

PLACE BAR IN DOWEL SLEEVE

ON STAIR TOWER SIDE OF JOINT

P/C WALL

CIP GRADE BEAM

FACE OF WALL

BEYOND

#4 @ 12" OC WITH

STANDARD HOOK

BY PRECASTER

TOOLED JOINT

WITH SEALANT

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-412

STAIR DETAILS

EXPAND PARKING GARAGE 589-401

RES MAP

B8

GRADE BEAM/WALL DETAIL

D8

GRADE BEAM/WALL DETAIL

D6

BEAM/WALL DETAIL

F6

BEAM/WALL DETAIL

B6

GRADE BEAM/WALL DETAIL

F8

EDGE OF SLAB DETAIL AT STAIR

EXTERIOR DOORWAY

B3

COLUMN PLAN DETAIL

D3

SLAB DETAIL AT DOORWAY

8" 8" 8"

2'-0"

M

IN

IM

U M

U N

O O

N P

L A

N

S PROVIDE WASH WHERE

INDICATED ON PLANS.

WASH IS 4'-0" WIDE UNO

ON PLANS

T.O. FOUNDATION

SEE FOUNDATION PLAN

ETS

SEE PLAN

ETS

SEE PLAN

SLAB ON GRADE

CMU WALL WITH #5 @ 8"

VERTICAL AND ALL CELLS

GROUTED SOLID. EXTEND

EVERY THIRD VERTICAL BAR

2'-0" INTO MASONRY ABOVE

2'-8".

CMU WALL WITH #4 @

2'-0" ON CENTER ABOVE

2'-8". GROUT CELLS

SOLID AT REINFORCING.

SEE DETAIL F5/S-501 AT

ENDS.

SLAB ON GRADE

CAST-IN-PLACE

FOOTING

#5 x 3'-0" DOWELS

@ 8" ON CENTER

WITH STANDARD

HOOK

1/2" JOINT FILLER, TYPICAL

NOTES:

1. SEE DETAIL E5/S-501 FOR HORIZONTAL REINFORCEMENT. SEE

DETAIL F3/S-501 AT OPENING.

2. GROUT CELLS SOLID WHERE MEP EQUIPMENT IS MOUNTED TO

WALL. SEE MEP DRAWINGS.

SEE DETAIL A1/S-501

AND DETAIL C1/S-501

FOR TOP OF WALL

DETAILS

(2) # 5 x CONTINUOUS

EXTEND 1'-6" INTO

INTERSECTING

FOUNDATION

DAMPPROOFING, BOTH SIDES

C L E

A R

M

IN

IM

U

M

1/8" GAP BETWEEN

ANGLE AND WALL

TYPICAL

4" MIN

8" CMU WALL WITH #4

@ 2'-0" OC GROUT

CORES SOLID AT REINFORCING.

GROUT CELLS SOLID WHERE MEP

EQUIPMENT IS MOUNTED TO WALL.

SEE MEP DRAWINGS.

P/C TEE AND CIP

TOPPING

SLOT TOP CMU BLOCK

AS REQUIRED TO SLIDE

PAST REBAR

L 6x4x5/16 (LLV) x 0'-8"

LONG @ 4'-0" ON CENTER

(GALVANIZED) WITH (2) 3/8"Ø

(GALVANIZED) EXPANSION

ANCHORS WITH 2 1/2"

MINIMUM EMBED TYPICAL

@ 5" OC IN SHORT-SLOTTED

HOLES, PERPENDICULAR TO

WALL. PROVIDE FIRST

CONNECTION AT 4'-0" FROM

CORNERS. PROVIDE

L8x6x7/16 (LLH) AT EAST

WALL

BOND BEAM WITH (2)

#5 CONTINUOUS, SEE

DETAIL C5/S-501 AT

CORNERS

SEE DETAIL E1/S-501

FOR BOTTOM OF WALL

DETAIL

FIRE RATED JOINT,

SEE SPECIFICATIONS

C L E

A R

M

IN

IM

U

M

1" CLEAR

TYPICAL

8" CMU WALL WITH #4

@ 2'-0" ON CENTER GROUT

CORES SOLID AT REINFORCING.

GROUT CELLS SOLID WHERE

MEP EQUIPMENT IS MOUNTED

TO WALL. SEE MEP DRAWINGS.

P/C TEE AND CIP

TOPPING

SLOT TOP CMU BLOCK

AS REQUIRED TO SLIDE

PAST REBAR

FIRE RATED JOINT,

SEE SPECIFICATIONS

BOND BEAM WITH (2)

#5 CONTINUOUS, SEE

DETAIL C5/S-501 AT

CORNERS

FIRE RATED JOINT,

SEE SPECIFICATIONS

SEE DETAIL E1/S-501

FOR BOTTOM OF WALL

DETAIL

1 1/2" t

CUT EVERY OTHER HORIZONTAL

BAR @ JOINT EXCEPT TOP AND

BOTTOM BARS

NOTES:

1. 20' MAXIMUM JOINT SPACING AND NO MORE THAN 10' FROM CORNER, U.N.

V-GROOVE t/8 DEEP t

1 1/2"

EXTEND TOP AND BOTTOM

BARS AND EVERY OTHER

HORIZONTAL BAR @ JOINT

V-GROOVE t/8 DEEPCLASS B LAP SPLICE

1 1/2"

CLEAR

2'-0"

MINIMUM

TYPICAL

NOTES:

1. ALL OPENINGS WITH A DIMENSION OF 4" OR GREATER SHALL BE TRIMMED

AS SHOWN.

2. THIS REINFORCEMENT IS IN ADDITION TO ANY REINFORCEMENT INDICATED

ON THE DRAWINGS.

(2) #5, ONE BAR EACH FACE,

ALL FOUR SIDES OF OPENING

EFFECTIVE OPENING LENGTH

(1'-0" MAXIMUM)

(2) #5 x 4'-0", ONE BAR EACH FACE, DIAGONAL ALL FOUR CORNERS

CLASS B

LAP SPLICE

VERTICAL BARS SHOWN @

CORNER REINFORCING ONLY

SAME SIZE AND SPACING

AS HORIZONTAL BARS

20 db > 1'-0" db = DIAMETER OF BAR

2" CLEAR

ALTERNATE ENDS

VERTICAL BARS SHOWN @

HOOKS ONLY

END OF WALL

OR JAMB

END OF WALL

OR JAMB 4"

E Q

E Q

4"

/4

/4

SINGLE ROW OF VERTICAL REINFORCINGVERTICAL REINFORCING EACH FACE

HOOK ENDHOOK END

NOTES:

1. GROUT SOLID AT REINFORCING.

B7

S-501

F5

S-501

NOTES:

1. LAP ALL VERTICAL AND HORIZONTAL REINFORCING 48 BAR DIAMETERS.

2. JAMB HEAD AND SILL REINFORCING SHALL BE THE SAME AS THE TYPICAL WALL REINFORCING AND

PLACED IN ADDITION TO THE TYPICAL WALL REINFORCING.

3. UNLESS OTHERWISE NOTED ON THE DRAWINGS, THERE SHALL BE ONE ADDITIONAL BAR ADDED AT

ALL END WALLS, CORNERS AND INTERSECTIONS.

4. FOR UNIT MASONRY MOCK UP REQUIREMENTS, COLOR VARIATIONS, ADMIXTURES REQUIREMENTS, AND MATERIAL AND FIELD TOLERANCES, SEE SPECS.

5. WHERE MASONRY BEARS ON STRUCTURAL STEEL BEAM WITH FLANGES NARROWER THAN ACTUAL

MASONRY THICKNESS, WELD 1/4" CONTINUOUS PLATE TO BEAM FLANGE - PLATE WIDTH TO BE

NARROWER THAN MASONRY THICKNESS BY 1/4" TO 3/8" EACH SIDE.

6. SEE DETAIL E5/S-501 AND DETAIL E1/S-501 FOR TYPICAL CMU WALL REINFORCING.

PROVIDE BEARING

PAD OR BOND

BREAKER AT

EXPANSION JOINT

LINTEL ANGLE,

TYPICAL

#5 MINIMUM REINFORCING

AROUND ALL OPENINGS

NOTE: REINFORCING

WHICH IS NOT

CONTINUOUS BETWEEN

SUPPORTS MUST BE

PROVIDED IN ADDITION TO

THE MINIMUM REQUIRED

REINFORCING STEEL

24" MINIMUM, BUT NOT

LESS THAN 48 BAR

DIAMETERS

CIP FOUNDATION, SEE

FOUNDATION PLAN

3/8" STACKED JOINT

WITH EVERY OTHER

ALTERNATE HORIZONTAL

REINFORCING BAR CUT

AT JOINT

2'-0" WIDE DAMPPROOFING OVER

6" WIDE x CONTINUOUS 12 GAUGE

GALVANIZED SHEET METAL STRIP,

TYPICAL BELOW GRADE

BACKER ROD EACH SIDE

SILICONE SEALANT EACH

SIDE

3/4" RAKED JOINT

EACH SIDE

VERTICAL WALL

REINFORCEMENT

TYPICAL

NOTES:

1. LOCATIONS OF ALL CONTROL JOINTS MUST BE VERIFIED WITH THE ENGINEER. MAXIMUM

SPACING NOT TO EXCEED 24'-0" UNLESS NOTED OTHERWISE.

(2) #5 x CONTINUOUS

(2) #5 x CONTINUOUS

(2) #5 x

DOWELS

TYPICAL

2'-6"

WELDED PREFABRICATED TEE

SECTION LAPPED WITH TYPICAL

HORIZONTAL JOINT REINFORCING,

9 GAUGE @ 16" ON CENTER TYPICAL

(1) #5 VERTICAL BAR

IN FILLED CELL AT

INTERSECTION

(1) #5 VERTICAL BAR

IN FILLED CELL AT

CORNER

(1) #5 VERTICAL BAR

IN FILLED CELL AT

END

CUT INSIDE BARS

AND BEND OUTSIDE

BARS AROUND

CORNERS

WELDED PREFABRICATED CORNER

SECTION MAY BE USED IN LIEU OF

FIELD BENDING AT CONTRACTORS

OPTION

LESS THAN 3'-6"

SPAN ANGLE SIZE

(2) L 3 1/2 x 3 1/2 x 1/4

3'-6" TO 5'-0" (2) L 4 x 3 1/2 x 1/4 (LLV)

5'-0" TO 7'-6" (2) L 5 x 3 1/2 x 3/8 (LLV)

7'-6" TO 11'-6" (2) L 6 x 3 1/2 x 3/8 (LLV)

LOOSE LINTEL SCHEDULE

(8" CMU WALL)

REINFORCING

AROUND OPENING,

SEE DETAIL F3/S-501

TYPICAL WALL

REINFORCEMENT

LINTEL ANGLES

(GALVANIZED), SEE

SCHEDULE BELOW

LINTEL ANGLES

(GALVANIZED), SEE

SCHEDULE BELOW

REINFORCING

AROUND OPENING,

SEE DETAIL F3/S-501

TYPICAL WALL

REINFORCING

SECTION A-ASECTION AT OPENING

NOTES:

1. LINTEL ANGLES LENGTH EQUALS CLEAR SPAN PLUS 1'-0" FOR 8" CMU WALLS.

2. WELD ANGLES TOGETHER WITH 1/4" WELD FULL HEIGHT OF VERTICAL LEGS EACH END.

A A

1"

ETS

SEE PLAN

ETS

SEE PLAN

E

SLAB ON GRADE

P/C PANEL,

SEE F1/S-512

CMU WALL , SEE

E1/S-501

SLAB ON GRADE

CIP FOOTING,

SEE E1/S-501

1/2" JOINT FILLER

BACKER ROD AND SEALANT

OVER TOP AND AT ENDS

CLOSE OFF GAP BELOW GRADE

WITH 6" WIDE STRIP OF PROTECTION

BOARDDAMPPROOFING,

BOTH SIDES

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-501

STRUCTURAL DETAILS

EXPAND PARKING GARAGE 589-401

RES MAP

E1

MASONRY WALL DETAIL

C1

SLAB/WALL DETAIL

A1

WALL/TEE DETAIL

B3

VERTICAL CONTROL JOINT IN

WALL DETAIL

A3

VERTICAL CONSTRUCTION JOINT

IN WALL DETAIL

F1

WALL OPENING DETAIL

D3

WALL CORNER REINFORCEMENT

DETAIL

C3

WALL CORNER REINFORCEMENT

DETAIL

F5

TYPICAL CMU WALL REINFORCING

DETAIL

F3

TYPICAL WALL/OPENING

REINFORCEMENT DETAIL

A5

MASONRY WALL CONTROL JOINT

DETAIL

C5

MASONRY WALL BOND BEAM

INTERSECTION REINFORCEMENT

DETAIL

E5

MASONRY WALL HORIZONTAL

JOINT REINFORCEMENT DETAIL

B7

CMU LINTEL ANGLE DETAIL

F7

MASONRY WALL DETAIL

P/C COLUMN

TOOLED JOINT

AND SEALANT

OVER INVERTED

TEE BEAM,

SEE DETAIL

F5/S-502

WASH LINE WHERE SHOWN

ON STRUCTURAL PLANS AND

DETAILS

TEE/TEE JOINT

WITH SEALANT,

SEE DETAIL

F5/S-502

COVE SEALANT AROUND

COLUMN

INTERIOR VIEW AT COLUMN EXTERIOR VIEW AT COLUMN

TOOLED JOINT

AND SEALANT,

SEE DETAIL

F5/S-502

CIP TOPPING

P/C COLUMN

BACKER ROD AND

SEALANT @ COLUMN

FACE AND DOWN

BEAM JOINT, SEE

DETAIL D5/S-502

P/C SPANDREL

WASH WHERE

SHOWN ON

STRUCTURAL PLANS

AND DETAILS

COVE SEALANT, SEE

DETAIL B5/S-502

SPANDREL FLUSH TO INTERIOR CONDITION

/4

3/4"

NOTES:

1. PREPARE SURFACE FOR PRIMER APPLICATION AND ALLOW FOR

PRIMER TO CURE PROPERLY PRIOR TO INSTALLING SEALANT.

2. SEE SPECIFICATIONS FOR APPROVED MATERIALS.

1/2" MINIMUM - 3/4" MAXIMUM

THROAT THICKNESS

FINISHED FLOOR SURFACE

WALL, COLUMN, OR

CURB FACE

P/C BEAM

1/2" MINIMUM - 3/4" MAXIMUM

THROAT THICKNESS

P/C COLUMN

BACKER ROD

NOTES:

1. PREPARE SURFACE FOR PRIMER APPLICATION AND ALLOW FOR PRIMER

TO CURE PROPERLY PRIOR TO INSTALLING SEALANT.

2. SEE SPECIFICATIONS FOR APPROVED MATERIALS.

2"

CIP TOPPING

TRAFFIC TOPPING

(FLOOR SURFACE)

CONTRACTOR TO PROVIDE

STRAIGHT FINISHED LINE

PROVIDE 1/4" DEEP SAW CUT AT

TERMINATING EDGE OF COATING,

ALLOW BASE COAT TO FLOW INTO

THE SAW CUT

LIMITS OF SURFACE

PREPARATION

LIMITS OF SURFACE

PREPARATION

CONTRACTOR TO PROVIDE

STRAIGHT FINISHED LINE

TRAFFIC TOPPING

(FLOOR SURFACE)

VERTICAL SURFACE

(BEAM OR COLUMN)

COVE SEALANT, SEE

DETAIL B5/S-502

J O

IN

T

D E

P T

H

/1

1/2"

/2

M

A X

IM

U

M S

E A

L A

N T

D E

P T

H

CIP TOPPING

3/16" TO 1/4" EDGE RADIUS

TYPICAL

BOND

BREAKER

P/C TEE

TOOL JOINT (SAW CUT JOINT

PROHIBITED). PREPARE EDGE

AND FILL WITH FLEXIBLE

SEALANT. INSTALL SEALANT

EVENLY AND RECESS 1/16"

BELOW SURFACE

DO NOT OVERFILL JOINT

NOTES:

1. CONTROL JOINT MUST BE TOOLED IN PLASTIC CONCRETE AND DIMENSIONS AS DETAILED

WILL BE MAINTAINED IN SET CONCRETE. SAW CUTTING OF CONTROL JOINT IN HARDENED

CONCRETE WILL NOT BE PERMITTED.

4" BLOCKOUT PER

EXPANSION JOINT

SUPPLIER REQUIREMENTS

B L O

C K

O U

T P

E R

E X

P A

N S

IO

N

J O

IN

T

S U

P P

L

IE

R R

E Q

U

IR

E M

E N

T S

CONTINUOUS SEALANT

WALL

ELASTOMERIC

CONCRETE HEADER

CONNECTION PER EXPANSION

JOINT SUPPLIER

WBA WABO CRETE II SYSTEM WITH

MM-800 MEMBRANE OR ENGINEER

APPROVED EQUIVALENT. DELAY

MEMBRANE INSTALLATION AT LEAST

30 DAYS AFTER PLACING CONCRETE.

TURN JOINT UP AT ENDS MIN. 6"

BETWEEN COLUMN AND WALL

1/4" CHAMFER

MEMBRANE FLAP

4"BLOCKOUT PER

EXPANSION JOINT

SUPPLIER REQUIREMENTS

B L O

C K

O U

T P

E R

E X

P A

N S

IO

N

J O

IN

T

S U

P P

L

IE

R R

E Q

U

IR

E M

E N

T S

2"

5" MIN

MEMBRANE FLAP

ELASTOMERIC CONCRETE

HEADER (TYPICAL)1/4" CHAMFER

(TYPICAL)

WBA WABO CRETE II SYSTEM WITH

MM-800 MEMBRANE OR ENGINEER

APPROVED EQUIVALENT. DELAY

MEMBRANE INSTALLATION AT LEAST

30 DAYS AFTER PLACING CONCRETE.

TURN JOINT UP AT ENDS MIN. 6"

BETWEEN COLUMN AND WALL

STAINLESS STEEL OR ALUMINUM

NON-SLIP HINGED COVER PLATE.

ANCHOR TO STAIR/ELEVATOR TOWER

WALLS ONLY. ROUND EDGES AND

COUNTERSINK ANCHORS SEE SPECS.

SEE NOTE 1.

NOTE:

1. INSTALL ALUMINUM TREAD PLATES WITH A MINIMUM NUMBER OF BUTT JOINTS. JOINTS MUST BE EVEN

AND FLUSH. HOLD END OF PLATE 2" AWAY FROM VERTICAL SURFACES (WALLS, COLUMNS, CURBS).

2. SEE F1/S-502 FOR ANTICIPATED MOVEMENTS.

ELEVATOR WALL

CONNECTIONS PER COVER PLATE

MANUFACTURER

B L O

C K

O U

T P

E R

E X

P A

N S

IO

N

J O

IN

T

S U

P P

L

IE

R R

E Q

U

IR

E M

E N

T S

4"BLOCKOUT PER

EXPANSION JOINT

SUPPLIER REQUIREMENTS

MEMBRANE FLAP

ELASTOMERIC CONCRETE

HEADER (TYPICAL)

1/4" CHAMFER (TYPICAL)

NOTE: JOINT MUST BE ADA COMPLIANT. SEE F1/S-502 FOR ANTICIPATED MOVEMENTS.

SEE D1/S-502 FOR VERTICAL CONDITION AT COLUMNS, SIM

WBA WABO CRETE II SYSTEM WITH

ME-600 MEMBRANE OR ENGINEER

APPROVED EQUIVALENT. DELAY

MEMBRANE INSTALLATION AT LEAST

30 DAYS AFTER PLACING CONCRETE.

TURN JOINT UP AT ENDS MIN. 6"

BETWEEN COLUMN AND WALL

INTERIOR VIEW AT COLUMN EXTERIOR VIEW AT COLUMN

TOOLED JOINT

AND SEALANT,

SEE DETAIL

F5/S-502

CIP TOPPING

BACKER ROD AND

SEALANT @ COLUMN

FACE AND DOWN

BEAM JOINT, SEE

DETAIL D5/S-502

P/C SPANDREL

WASH WHERE

SHOWN ON

STRUCTURAL PLANS

AND DETAILS

COVE SEALANT, SEE

DETAIL B5/S-502

SPANDREL FLUSH TO EXTERIOR CONDITION

P/C COLUMN

EXPANSION JOINT MOVEMENT TABLE

STAIR OPENING

MAX MIN

TEMPERATURE MOVEMENTS

CREEP AND SHRINKAGE

INITIAL OPENING WIDTH

TOTAL OPENING WIDTH

NOTE: ANTICIPATED SHEAR MOVEMENT DUE TO CREEP AND

SHRINKAGE AND TEMPERATURE = 1.72" AT STAIR TOWER

0.5" AT BRIDGE

BRIDGE OPENING

MAX MIN

0.61" 0.29" 0.63" 0.32"

1.11" -0.65" 1.00" -0.60"

4" 4" 4" 4"

5.72" 3.64" 5.58" 3.72"

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-502

WATERPROOFING DETAILS

EXPAND PARKING GARAGE 589-401

RES MAP

F3

SEALANT ISOMETRIC AT

DRIVE-THRU

F7

SPANDREL/COLUMN SEALANT

B5

COVE SEALANT DETAIL

D5

BACKER ROD AND SEALANT

DETAIL

B1

TRAFFIC TOPPING DETAIL

(HORIZONTAL TERMINATION)

B3

TRAFFIC TOPPING DETAIL

(VERTICAL TERMINATION)

F5

TOOLED JOINT AND SEALANT

DETAIL

D1

EXPANSION JOINT DETAIL (STAIR)

D3

EXPANSION JOINT DETAIL (STAIR)

F1

EXPANSION JOINT MOVEMENTS

D7

EXPANSION JOINT (BRIDGE)

B7

SPANDREL/COLUMN SEALANT

C L E

A R

ETS

SEE PLAN

1/2" TOOLED JOINT FILL WITH

SEALANT. GRIND EDGES

SMOOTH AND STRAIGHT

PRIOR TO SEALING

#3 x 2'-6" AT 18" ON CENTER AT

MID-DEPTH, GREASE AND WRAP

ONE SIDE OF DOWEL AT SECOND

POUR

C L E

A R

ETS

SEE PLAN

3/8"ø SMOOTH BAR x 2'-6" @

36" OC AT MID-DEPTH.

GREASE ENTIRE BAR TO

PREVENT BOND

1 1/2" DEEP TOOLED JOINT FILL

WITH SEALANT. GRIND EDGES

SMOOTH AND STRAIGHT PRIOR

TO SEALING

1'-0"

1'-0"

4'-0" WASH

ETS

SEE PLAN

GRID

(3) #4 x CONTINUOUS 2

SLAB ON GRADE

ASPHALT PAVING,

SEE CIVIL

DRAWINGS

4" M

IN

ETS

SEE PLAN

GRID

SLAB ON GRADE

P/C COLUMN

TOOLED JOINT

WITH SEALANT

1/2" JT FILLER

BTWN SLAB

AND COL

CONTROL OR

CONSTR JT

HAND TOOLED JT W/

SEALANT AROUND COL

OR FORMED CONSTR

JOINT AS REQ'D (MAY

USE SECONDARY POUR

@ CONTRACTOR'S OPTION)

6"

/2

W

A S

H

M

IN

IM

U

M

SEE FOUNDATION PLAN

T.O. FOUNDATION

2'-0 SQUARE

MINIMUM

TOOLED JOINT AND

SEALANT

FLOOR DRAIN SYSTEM, SEE

MECHANICAL DRAWINGS

(2) #4 x 6'-0"

FOUR SIDES

CONCRETE SLAB ON GRADE,

SEE PLAN FOR TYPICAL SLAB

REINFORCING

SEE MECHANICAL

DRAWINGS FOR PIPING

1'-0"

2" 1'-0"

ETS

SEE PLAN

GRID

(3) #4 x CONTINUOUS

SLAB ON GRADE

CIP CONCRETE,

SEE CIVIL

DRAWINGS

EXTERIOR PARKING STRUCTURE

1/2" JOINT FILLER

#4 x 4'-0" @ 12" ON CENTER,CENTERED ON

JOINT, PLACE BAR IN DOWEL SLEEVE ON

PARKING STRUCTURE SIDE OF JOINT

1'-6"

SQUARE

ETS

SEE PLAN

SLAB ON GRADE

6" STANDARD GALVANIZED STEEL PIPE

WITH 1/4" CAP PLATE, SET PLUMB

9" x 9" x 1/2" GALVANIZED STEEL PLATE

WITH (4) 3/4"Ø x 4 3/4" EMBEDMENT

STAINLESS STEEL EXPANSION

ANCHORS @ 6 1/2" ON CENTER

1/4" NEOPRENE PAD, SEALANT ALL

AROUND

3/16"

NOTES:

1. PAINT ENTIRE PIPE GUARD ASSEMBLY TRAFFIC YELLOW.

3/16"

GRIND SMOOTH

1'-6"

2'-3" 6" 1'-9"

1'-5 1/2" 1'-6 1/2"

GRADE BEAM GB-3

SEE SCHEDULE

GRADE BEAM GB-5

SEE SCHEDULE

EXTEND TOP AND BOTTOM REINFORCING

INTO GB-3 BY DEVELOPMENT LENGTH

C

DRILLED

PIER

L

OH

1'-0"

1/2"

1'-0"

ETS

SEE PLAN

C

(3) #4 x CONTINUOUS

PHASE 2 NEW SOG PHASE I EXISTING SOG

1/2" JOINT FILLER

#4 x 3'-0" @ 12" OC, DRILL AND EPOXY

INTO EXISTING GRADE SLAB WITH HILTI

HIT-RE 500, WITH 6" EMBED. WRAP WITH

2" DIAMETER x 12" LENGTH PIPE

INSULATION NEAR JOINT

SLOPE DOWN FROM

THIS EDGE

4'-0" WASH 4'-0" WASH

ETS

SEE PLAN

G

TOOLED JOINT

WITH SEALANT

SLAB ON GRADE

1'-9" 1/2" 1'-0" 1'-0"

4'-0" WASH

ETS

SEE PLAN

G

ASPHALT PAVING,

SEE C7/S-510 SLAB ON GRADE,

SEE C7/S-510

BACKER ROD AND

SEALANT ALL

AROUND

PRECAST COLUMN

COVER

PRECAST COLUMN

1/2" BEARING PAD,

GLUE TO COLUMN

11"1"

ETF

SEE PLAN

ETW

SEE PLAN

ETS

SEE PLAN

2'-0" WIDE CIP FOOTING,

CENTER UNDER WALL

(2) # 5 x CONTINUOUS

EXTEND 1'-6" INTO

INTERSECTING PIER CAP

SLAB ON GRADE,

SEE CIVIL

CONNECTION PERFORMANCE DESIGN

BY PRECASTER. MINIMIZE NUMBER OF

CONNECTIONS TO GREATEST EXTENT

POSSIBLE FOR FUTURE REMOVAL.

PROVIDE BOLTED CONNECTION INSTEAD

OF WELDED

P/C WALL PANEL. DESIGN FOR EASY

FUTURE REMOVAL AND RE-USE

EXTERIOR GRADE,

SEE CIVIL

SLOPE

1/2"

PROVIDE RECESSED LIFTING

LOOPS/INSERTS. DO NOT REMOVE

AFTER ERECTION BUT LEAVE IN

PLACE. PROTECT FROM WEATHER

AND HIDE FROM VIEW WITH PLASTIC

CAPS AND SEALANT

3/4"ø x 2'-6" COIL ROD AND INSERT @ 4'-0" OC WITH (2) #4 x CONT

1'-6"Ø

ETS

SEE PLAN

SEALANT ALL AROUND

ASPHALT PAVING, SEE CIVIL

DRAWINGS

(4) #4 VERT WITH #3 TIES

3 @ 2" TOP, REM @ 12" OC

3/16"

6" STANDARD GALVANIZED STEEL PIPE

WITH 1/4" CAP PLATE, SET PLUMB

9" x 9" x 1/2" GALVANIZED STEEL PLATE

WITH ANCHORS @ 6 1/2" ON CENTER

1/4" NEOPRENE PAD

3/16"

GRIND SMOOTH

(4) 3/4"ø HILTI HDI DROP IN

ANCHORS AND BOLTS

(STAINLESS)

NOTES:

1. PAINT ENTIRE PIPE GUARD ASSEMBLY TRAFFIC YELLOW.

/2

1'-6"

SQUARE

2'-0"

1 1

NOTE:

1. PAINT ENTIRE PIPE GUARD ASSEMBLY TRAFFIC YELLOW.

SLAB-ON-GRADE

(2) #3 x

AROUND DROP-IN ANCHORS

3/16"

6" STANDARD GALVANIZED STEEL PIPE

WITH 1/4" CAP PLATE, SET PLUMB

9" x 9" x 1/2" GALVANIZED STEEL PLATE

WITH ANCHORS @ 6 1/2" ON CENTER

1/4" NEOPRENE PAD

3/16"

GRIND SMOOTH

(4) 3/4"ø HILTI HDI DROP IN

ANCHORS AND BOLTS

(STAINLESS)

SEALANT ALL AROUND

2'-0" MIN

1'-6" MIN

M A

X

M

IN

M

IN

9" MIN

G R

A D

E B

E A

M /F

O O

T

IN

G

N O

P

IP

E T

O B

E P

L A

C E

D W

IT

H

IN

CONCRETE FILL TO BE PLACED

BEFORE GRADE

BEAM/FOOTING IS POURED.

MAKE SAME WIDTH AS GRADE

BEAM/FOOTING & FULL WIDTH

OF PIPE TRENCH.

ALL PIPES TO CLEAR SLEEVES

BY 1" SEALANT ALL AROUND

NO DIGGING FOR PIPE TRENCH

PARALLEL TO FOOTING WITHIN

THESE LINES

SLEEVE

PIPE

STEP FOOTING WHERE PIPES

ARE MORE THAN 2'-6" BELOW

BOTTOM OF FOOTING

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-510

SLAB ON GRADE / FOUNDATION DETAILS

EXPAND PARKING GARAGE 589-401

RES MAP

F7

SLAB CONSTRUCTION JOINT

DETAIL

D7

SLAB CONTROL JOINT DETAIL

C7

EDGE OF SLAB DETAIL AT

ASPHALT PAVING

F5

SLAB ON GRADE/COLUMN DETAIL

D5

FLOOR DRAIN AT SLAB ON GRADE

DETAIL

A7

EDGE OF SLAB DETAIL AT CIP

CONCRETE

C5

PIPE BOLLARD DETAIL (SLAB ON

GRADE)

D3

GRADE BEAM DETAIL

3/4" = 1'-0"F1

PIPE AT CONCRETE

FOOTING/GRADE BEAM DETAIL

A5

EDGE OF SLAB DETAIL

E7

WASH DETAIL

F3

COLUMN COVER

D1

FOUNDATION WALL DETAIL

B3

REMOVABLE PIPE BOLLARD

B1

REMOVABLE PIPE BOLLARD

D E

P T

H

C L E

A R

2"2"

5'-0"

5'-0"

C L E

A R

GRADE BEAM STEP LOCATION

CLASS B LAP SPLICE, BAR MAY

BE CONTINUOUS AT GENERAL

CONTRACTOR OPTION

CIP DRILLED PIER

TIES, SEE GRADE BEAM

SCHEDULE ON FOUNDATION

PLAN

NOTES:

1. SEE GRADE BEAM SCHEDULE ON SHEET S-100 FOR DEPTH DIMENSIONS.

SAME NUMBER AND

SIZE AS GRADE BEAM

REINFORCEMENT

BEAM TIES @ 12" ON CENTER

OVER DRILLED PIER

6"6"

2" RECESS

1'-0"

SHEAR

WALL

T.O. FOUNDATION

SEE PLAN

GRID

P/C SHEAR WALL

GROUT POCKET AFTER

CONNECTION IS COMPLETE

WITH NON-SHRINK NON-STAIN

GROUT

EMBED PLATE WITH ANCHORS. (2)

CONNECTIONS PER WALL (MINIMUM).

TO PREVENT ECCENTRIC HORIZONTAL

LOADING, CENTER CONNECTION IN WALL.

EMBED ANGLE

WITH ANCHORS

CONNECTION BY

PRECASTER, SEE

NOTE 1

WELD PLATES

NOTES:

1. WALL CONNECTIONS ARE PERFORMANCE DESIGN BY PRECASTER AND SHALL COMPLY

WITH ACI 318-11 SECTION 21.4 FOR INTERMEDIATE PRECAST STRUCTURAL WALLS.

2'-9" 2'-9"

C

D

EXISTING DRILLED

PIER CAP

EXISTING P/C

COLUMN

EXISTING DRILLED

PIER BELOW

NEW P/C COLUMN,

FIELD VERIFY LAYOUT

AND CONDITION OF

EXISTING ANCHOR

BOLTS

ETC = 727'-0" @ 9

ETC = 725'-6" @ 3

(FIELD VERIFY

EXISTING ELEVATIONS)

HORIZONTAL SLOTTED CONNECTION

BY PRECASTER TO ALLOW 1" MOVEMENT

EACH DIRECTION PARALLEL TO WALL

P/C WALL

C OF DPL

5'-0"

2'-2"

4" 2'-6"

3 1/2" 2 1/2"

1'-0"

11" 1"

C

10.9 11

D

EXISTING CIP

DRILLED PIER CAP

EXISTING P/C

COLUMN

EXISTING CIP

DRILLED PIER

BELOW, SEE PLAN

NEW P/C COLUMN,

FIELD VERIFY LAYOUT

AND CONDITION OF

EXISTING ANCHOR BOLTS

EXISTING CIP GRADE

BEAM, SEE PLAN

P/C WALL

ETC = 727'-0"

(FIELD VERIFY)

HORIZONTAL SLOTTED CONNECTION

BY PRECASTER TO ALLOW 1" MOVEMENT

EACH DIRECTION PARALLEL TO WALL

C D.P.L

C D.P.L

1"

JOINT

BACKER ROD

& SEALANT (2) CONNECTIONS

MINIMUM PER PANEL

NON-SHRINK

NON-STAIN GROUTP/C PANEL

CONTINUOUS

DAMPROOFING

1/4" MINIMUM PROTECTION

BOARD x 8" WIDE CENTERED

OVER JOINT

P/C PANEL

11"1"

4'-0" WASH

ETW

SEE PLAN

EBW

724'-0"

ETS

SEE PLAN

ETS

SEE PLAN

GRADE SLAB,

CAST TIGHT WITH

BOND BREAKER

3/4" DIAMETER x 2'-6"

COIL ROD AND INSERT

@ 18" O.C. WITH (2) #4 x

CONT. (OMIT AT SIM)

P/C WALL, SEE A8/S-511 FOR

CONNECTION TO COLUMN

AT LINE D. SEE F1/S-512 (SIM)

FOR CONNECTION TO CAP AT LINE E

SNOW DUMP AREA

GRADE SLAB

(NORMAL GRADE

SLAB AT SIM)

SLOPE

1/2"

COVE SEALANT,

SEE B5/S-502

6"6"3'-6" WASH 3'-6" WASH

2"

1'-0"

SHEAR

WALL

ETGB

SEE PLAN

ETS

SEE PLAN

G

F

SLAB ON GRADE, CAST

TIGHT WITH BOND

BREAKER. AT C4 SIM:

PROVIDE ASPHALT, SEE CIVIL

P/C SHEAR WALL, SEE

SHEET S-321

SLAB ON GRADE, CAST TIGHT

WITH BOND BREAKER

CIP GRADE BEAM,

SEE SCHEDULE ON

FOUNDATION PLAN

CIP DRILLED PIER,

SEE SCHEDULE ON

FOUNDATION PLAN

BASE CONNECTION,

SEE DETAIL F6/S-511

5'-0"

2'-2"

4"2'-6"

3 1/2"2 1/2"

1'-0"

11"1"

1.1

C

D

EXISTING CIP

DRILLED PIER CAP

EXISTING P/C

COLUMN

EXISTING CIP

DRILLED PIER

BELOW, SEE PLAN

NEW P/C COLUMN,

FIELD VERIFY LAYOUT

AND CONDITION OF

EXISTING ANCHOR BOLTS

EXISTING CIP GRADE

BEAM, SEE PLAN

ETC = 721'-0"

(FIELD VERIFY)

CIP FOOTING,

SEE D1/S-512

DRILL AND EPOXY (3) #5 x 2'-6" LONG

@ 12" OC TOP AND BOTTOM. PROVIDE 6"

EMBED INTO EXISTING DRILLED PIER CAP

WITH HILTI HIT-RE 500

HORIZONTAL SLOTTED CONNECTION

BY PRECASTER TO ALLOW 1" MOVEMENT

EACH DIRECTION PARALLEL TO WALL

C D.P.L

C D.P.L

1'-0"

6"

ETGB

SEE PLAN

ETS

SEE PLAN

CIP GRADE BEAM,

SEE SCHEDULE ON

FOUNDATION PLAN

CIP DRILLED PIER,

SEE SCHEDULE ON

FOUNDATION PLAN

SLAB ON GRADE,

CAST TIGHT

P/C SHEAR WALL

BASE CONNECTION TO CONSIDER

SOIL LOAD, SEE DETAIL F6/S-511

PERIMETER DRAINAGE

SYSTEM, BY OTHERS,

SEE SPECIFICATIONS

EXTERIOR GRADE,

SEE CIVIL

COVE SEALANT,

SEE B5/S-502

3/4"ø x 2'-6" COIL ROD

AND INSERT

@ 18" O.C. WITH (2) #4 x

CONT.

C DRILLED

PIER/GRADE BEAM

L

11" 1"

1 1/2"

1 1/2"

1"

ETGB

727'-0"

ETS

SEE PLAN

ETS

SEE PLAN

C

E

EXISTING CIP GRADE BEAM

EXISTING P/C WALL

EXISTING PERIMETER

DRAINAGE, DO NOT

DISTURB

CAST TIGHT WITH

BOND BREAKER

THICKENED SLAB EDGE,

SEE A7/S-510 SIM

8" THICK SLAB ON GRADE,

SEE NOTE 15, SHEET S-101

TOOLED JOINT WITH

SEALANT

PLACE BAR IN DOWEL

SLEEVE IN 5" THICK SLAB

ON GRADE

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-511

FOUNDATION DETAILS / SECTIONS

INCLUDING SLAB ON GROUND DETAILS

EXPAND PARKING GARAGE 589-401

RES MAP

D6

GRADE BEAM STEP DETAIL

F6

SHEAR WALL BASE CONNECTION

DETAIL

A8

PIER CAP DETAIL

E8

PIER CAP DETAIL

F8

VERTICAL PANEL CONNECTION

B6

FOUNDATION WALL DETAIL

C4

SHEAR WALL FOUNDATION DETAIL

F4

PIER CAP DETAIL

C1

SHEAR WALL FOUNDATION DETAIL

F1

EXTERIOR FOUNDATION WALL

EQUAL

LENGTH

(SEE DRILLED

PIER CAP SCHEDULE)

EQUAL

W

ID

T H

(S E

E D

R

IL

L E

D P

IE

R

C A

P S

C H

E D

U L E

)E Q

U A

L E

Q U

A L

LC DRILLED PIER

LC DRILLED

PIER

(4) #4 OR USE

LONGITUDINAL

REINFORCING

(SEE DRILLED

PIER CAP SCHEDULE)

LONGITUDINAL

REINFORCING (SEE

DRILLED PIER CAP

SCHEDULE)

BASE PLATE AND ANCHOR

BOLTS ABOVE,

CONFIGURATION VARIES.

COORDINATE LOCATION(S)

WITH P/C SUPPLIER

HORIZONTAL

REINFORCING (SEE

DRILLED PIER CAP

SCHEDULE)

2" CLEAR TYPICAL

CIP DRILLED PIER

BELOW

TRANSVERSE

REINFORCING (SEE

DRILLED PIER CAP

SCHEDULE)

CIP DRILLED PIER CAP

1/2 INITIAL STIRRUP

SPACING

STIRRUPS

AT

INITIAL

SPACING

STIRRUPS AT REMAINDER

SPACING

STIRRUPS

AT

INITIAL

SPACING

1/2 INITIAL STIRRUP

SPACING

2" CLEAR

NOTE 4NOTE 3

EQUALEQUAL

C L E

A R

T O

S T

IR

R

U P

NOTES:

1. PROVIDE CONTINUOUS BOTTOM REINFORCEMENT OR PROVIDE CLASS B LAP SPLICE OVER SUPPORT.

2. WHERE NO DRILLED PIER CAP IS PRESENT, PROVIDE GRADE BEAM STIRRUPS OVER DRILLED PIER AT

12" ON CENTER SPACING.

3. PROVIDE CONTINUOUS TOP REINFORCING OR PROVIDE CLASS B LAP SPLICE AT MID-SPAN.

4. DEVELOP TOP AND BOTTOM AND SIDE REINFORCEMENT INTO SUPPORT. PROVIDE 90° HOOK.

5. SEE DRAWING S-691 FOR SPLICE LENGTH AND DEVELOPMENT LENGTH REQUIREMENTS.

CIP GRADE

BEAM

DRILLED PIER, TYPICAL

PROVIDE 2 1/2"

MINIMUM SIDE

CLEARANCE

FOR HOOKS,

TYPICAL

STIRRUPS

MID-SPAN

EDGE OF

SUPPORT

EDGE OF

SUPPORT

CONTINUOUS

END CONDITION

DISCONTINUOUS

END CONDITION

NOTE 2

TOP LONGITUDINAL

REINFORCING

BOTTOM LONGITUDINAL

REINFORCING

NOTE 2

NOTE 1

SIDE

REINFORCING

WIDTH

D E

P T

H STIRRUPS

2" CLEAR

TYPICAL

C L E

A R

ALTERNATE LOCATION

OF 90° TIE-CAP HOOK

SEE PLAN

MATCH TOP ADJACENT

DRILLED PIER CAP UNO

BOTTOM REINFORCING

TOP REINFORCING

HORIZONTAL REINFORCING

AT EQUAL SPACING EACH

FACE

ALTERNATIVE STIRRUP

2'-0"

11"1'-0"

M

IN

T O

B O

T T

O M

O F

P A

N E

L B

E T

W E

E N

D R

IL

L E

D P

IE

R

C A

P S

1"

ETC

SEE PLAN

ETW

SEE PLAN

ETS

SEE PLAN

GRID

P/C WALL

PANEL

P/C COLUMN

HORIZONTALLY SLOTTED CONNECTION

BY PRECASTER TO ALLOW 1" MOVEMENT

EACH DIRECTION PARALLEL TO WALL

WALL PANEL BETWEEN

DRILLED PIER CAPS

DRILLED PIER CAP

GRADE SLAB.

CAST TIGHT WITH

BOND BREAKER.

PERIMETER DRAINAGE SYSTEM,

BY OTHERS, SEE SPECIFICATIONS

ROUTE AROUND PIER CAP AS

NECESSARY

SLOPE

1/2"

COVE SEALANT,

SEE B5/S-502

CONNECTION TO CAP

PERFORMANCE DESIGN

BY PRECASTER

AT LINE 1 ONLY,

3/4"ø x 2'-6" COIL ROD AND INSERT @ 4'-0" O.C. WITH (2) #4 x CONT

11" 1"

EQUAL EQUAL

ETW

SEE PLAN

ETS

SEE PLAN

1110.9

P/C WALL

PANEL

ETGB

SEE PLAN

CONNECTION PERFORMANCE

DESIGN BY PRECASTER

CIP GRADE BEAM,

SEE SCHEDULE

COVE SEALANT, SEE

B5/S-502

GRADE SLAB. CAST

TIGHT WITH BOND

BREAKER

PERIMETER DRAINAGE

SYSTEM, BY OTHERS,

SEE SPECIFICATIONS

SLOPE

1/2"

6"

11"1"

4"

4'-4"

G A

P

ETF

SEE PLAN

ETW

SEE PLAN

ETS

SEE PLAN

S-511

F8

P/C WALL. BRACE WALL

UNTIL GRADE SLAB

IS CAST AND ATTAINS

SPECIFIED STRENGTH.

CONNECTION PERFORMANCE

DESIGN BY PRECASTER

GRADE SLAB,

CAST TIGHT

CIP FOOTING WITH #5 @ 12" OC EW

TOP AND BOTTOM WITH STANDARD

HOOKS, DOWEL REINFORCING

INTO INTERSECTING DRILLED PIER

CAP AT E/1 . DRILL AND EPOXY

(3) #5 x 2'-6" LONG TOP AND BOTTOM

PER DETAIL F4/S-511 AT D/1.

3/4" DIAMETER x 2'-6"

COIL ROD AND INSERT

@ 18" O.C. WITH (2) #4 x

CONT.

COVE SEALANT,

SEE B5/S-502

PERIMETER DRAINAGE

SYSTEM, BY OTHERS,

SEE SPECIFICATIONS

P/C INFILL WALL

P/C SPANDREL

ABOVE

2 HR FIRE RATED

JOINT ALL AROUND.

SEE SPECIFICATIONS

DAMPPROOFING

AS

NEEDED

2'-0"

11"

T.O. FOUNDATION

SEE FOUNDATION PLAN

ETW

SEE PLAN

ETS

SEE PLAN

ETS

SEE PLAN

CAST-IN-PLACE

FOOTING

(2) # 5 x CONTINUOUS

EXTEND 1'-6" INTO

INTERSECTING

FOUNDATION

GRADE SLAB,

CAST TIGHT

WITH BOND

BREAKER

CONNECTION PERFORMANCE

DESIGN BY PRECASTER

P/C WALL PANEL

NO GRADE SLAB

PRESENT AT "SIM"

AT WALLS OF SNOW DUMP AREAS ONLY,

OMIT BOND BREAKER AND PROVIDE

3/4"ø x 2'-6" COIL ROD AND INSERT @ 18" O.C. WITH (2) #4 x CONT

PROVIDE WASH WHERE

SHOWN ON PLAN

SLOPE

1/2"

COVE SEALANT,

SEE B5/S-502

2'-0"

8"1'-0"

M

IN

T O

B O

T T

O M

O F

P A

N E

L B

E T

W E

E N

D R

IL

L E

D P

IE

R

C A

P S

4"

4'-0"

11" 1"

ETS

SEE PLAN

E

C

P/C WALL

PANEL

P/C COLUMN

ETC

SEE PLAN

WALL PANEL BETWEEN

DRILLED PIER CAPS

DRILLED PIER CAP

ETW = 730'-6"

GRADE SLAB

AREA DRAIN,

SEE D6/S-510

PROVIDE 1/2"

JOINT FILLER

AROUND COLUMN

CONNECTION TO CAP PERFORMANCE

DESIGN BY PRECASTER

COVE SEALANT BOTH SIDES,

SEE B5/S-502

SLOPE

1/2"

CAST TIGHT TO P/C WALL

BOTH SIDES WITH BOND

BREAKER

EXISTING CIP WALL

AND GRADE BEAM

TOOLED JOINT

W/ SEALANT

CAST TIGHT

WITH BOND

BREAKER

6"

11"1"

3"

4" 4'-0"

G A

P

ETGB

SEE PLAN

ETW

SEE PLAN

ETS

SEE PLAN

S-511

F8

P/C WALL. BRACE WALL

UNTIL GRADE SLAB

IS CAST AND ATTAINS

SPECIFIED STRENGTH.

CONNECTION PERFORMANCE

DESIGN BY PRECASTER

GRADE SLAB,

CAST TIGHT

CIP FOOTING EXTENSION WITH

#5 @ 12" O.C. E.W. TOP AND

BOTTOM WITH STANDARD HOOKS

INTO GRADE BEAM, DOWEL

REINFORCING

INTO INTERSECTING DRILLED PIER

CAPS x 2'-0"

3/4" DIAMETER x 2'-6"

COIL ROD AND INSERT

@ 18" O.C. WITH (2) #4 x

CONT.

COVE SEALANT,

SEE B5/S-502

PERIMETER DRAINAGE

SYSTEM, BY OTHERS,

SEE SPECIFICATIONS

P/C INFILL WALL

P/C SPANDREL

ABOVE

2 HR FIRE RATED

JOINT ALL AROUND.

SEE SPECIFICATIONS

DAMPPROOFING

AS

NEEDED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-512

FOUNDATION DETAILS

EXPAND PARKING GARAGE 589-401

RES MAP

D8

DRILLED PIER CAP PLAN

B8

GRADE BEAM DETAIL

F8

GRADE BEAM SECTION DETAIL

F5

EXTERIOR FOUNDATION WALL

F3

GRADE BEAM WALL DETAIL

D1

EXTERIOR FOUNDATION WALL

DETAIL

D5

FOUNDATION WALL

F1

FOUNDATION WALL

D3

EXTERIOR FOUNDATION WALL

DETAIL

P/C COLUMN

3 SIDES

TOP OF

P/C BEAM

TOP OF

P/C BEAM

2'-0"

/2

C L E

A R

M A

X

IM

U M

T Y

P

W H

E R

E N

O T

E D

8" 8"

CONTINUOUS BOTTOM REINFORCING

1" CLEAR IN LEDGE MAXIMUM

CONTINUOUS HORIZONTAL REINFORCING

CONTINUOUS TOP REINFORCING

(4) #4 AT 3" EACH TEE

STEM MINIMUM, AT 10" MAXIMUM

SPACING BETWEEN STEMS

(2) #5 x CONTINUOUS TYPICAL

MINIMUM (PROVIDE STANDARD

HOOK OR U-BAR AT ENDS)

NOTES:

EQUIVALENT PREFABRICATED WWR ACCEPTABLE

(2) #4 MINIMUM BY P/C SUPPLIER

TIED TO STIRRUPS AT 16" ON

CENTER MAXIMUM SPACING (EPOXY COAT)

/4

1'-0"

8"

SEE DETAIL C1/S-520

CONTINUOUS BOTTOM REINFORCING

CONTINUOUS HORIZONTAL REINFORCING

CONTINUOUS TOP REINFORCING

SEE DETAIL C1/S-520 FOR

LEDGE DETAILS AND

REINFORCING

NOTES:

EQUIVALENT PREFABRICATED WWR ACCEPTABLE

2"

D A

P

D E

P T

H

2'-6"

(1) #4 x (MINIMUM)

STIRRUPS

MINIMUM 1"

CLEAR END

OF BAR

Av

EDGE OF BEAM

BEARING PLATE

NOTES:

1. EQUIVALENT PREFABRICATED WWR ACCEPTABLE.

2. WELD Av AND As TO BEARING PLATE TO DEVELOP BARS.

As

BOTTOM

REINFORCEMENT

6"

2"

2'-6"

(1) #4 x (MINIMUM)

STIRRUPS

15°

MINIMUM 1"

CLEAR END

OF BAR

Avf

Av

EDGE OF BEAM

BEARING PLATE

NOTES:

1. EQUIVALENT PREFABRICATED WWR ACCEPTABLE.

2. WELD Av AND Avf TO BEARING PLATE TO DEVELOP BARS.

6"

/2

C L R

/2

C L R

75°T Y P

A S

R E

Q U

IR

E

D

/4

3/4"

TYP

TEE STEM

WIDTH +2

TYPICAL POCKET

1'-2"

P/C BEAM

1'-2"

(2) #6 AT EACH POCKET.

SPACED 1" APART,

CENTERED AT TEE

BEARING

(2) #3 AT EACH

POCKET. SPACED 1"

APART, CENTERED AT

TEE BEARING

#4 HAIRPIN

WITH 2'-0"

LEGS

SLOTTED INSERT. SEE

C1/S-521

TAPERED EDGES

B

D

CONT BOT REINF

CONT TOP REINF

CONT HORIZ REINF TYP

NOTE:

EQUIVALENT

PREFABRICATED WWR

ACCEPTABLE

POCKETED BEAM AS

REQ'D - SEE DETAILS.

POCKETED BEAMS

SHALL BE

PRESTRESSED TO 150

PSI MIN

COMPLETE CONNECTION BEFORE TEE ERECTION.

FACE OF P/C BEAM

P/C COLUMN

1/2" PAD W/ HOLE

GLUE TO BEAM

CONNECTOR SLEEVE

AND CLOSURE CAP BY

HIGH CONCRETE

ACCESSORIES SEE

SPECIFICATIONS

PROVIDE GALV PLATE

WASHER W/ GALV NUT IN

POCKET & PEEN THREADS

1" MIN DIAMETER GALV COIL

ROD INTO GALV INSERT IN

BEAM. PROVIDE (2) #3

HAIRPINS W/ LEGS AROUND

INSERT.

NOTE:

2'-0"

NOTE:

1. COMPLETE CONNECTION BEFORE TEE ERECTION.

2. CAUTION, THIS DETAIL REQUIRES CAREFUL ATTENTION TO ERECTION TOLERANCE.

CONSIDER USING SLOTTED INSERT AS REQUIRED.

1" MIN DIA GALV COIL ROD INTO

GALV INSERT IN COLUMN

PROVIDE (2) #3 HAIRPINS W/

LEGS AROUND INSERT

1/2" PAD W/ HOLE

GLUE TO COLUMN

PROVIDE GALV PLATE

WASHER W/ GALV NUT IN

POCKET & PEEN THREADS

CONNECTOR SLEEVE

AND CLOSURE CAP BY

HIGH CONCRETE

ACCESSORIES SEE

SPECIFICATIONS

FACE OF P/C COLUMN

P/C

BEAM

2'-0" x x x x x x

CIP TOPPING

P/C SPANDREL

P/C TEE

L BRACE AS NEEDED NEAR

SHEARWALL TO RESIST BUMPER

LOAD/TORSION. PERFORMANCE

DESIGN BY PRECASTER

NOTE:

SEE DETAIL B3/S-522 FOR REMAINING

INFORMATION

1. REFER TO SHEET S-001 FOR GENERAL NOTES.

2. BEAM DESIGN IS PERFORMANCE DESIGN AND SHALL

INCLUDE TYPE, NUMBER, AND LOCATION OF STRANDS

AND/OR CONVENTIONAL REINFORCEMENT AS WELL AS

LEDGE, SHEAR/TORSION AND END OF BEAM

REINFORCEMENT. DESIGN SHALL ALSO INCLUDE ALL

BEAM TO COLUMN (OR OTHER SUPPORT) CONNECTIONS.

SEE SPECIFICATION SECTION 03 41 00 FOR PRECAST

CONCRETE.

3. APPLY MASTIC TO EACH STRAND AT ENDS OF BEAM.

4. FOR MEMBER SIZES AND OTHER INFORMATION SEE

STRUCTURAL AND ARCHITECTURAL DETAILS.

5. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR

ANY REQUIRED PENETRATIONS.

6. FOR EMBEDDED PLATES TO RECEIVE WELDS AS PART

OF WELDED CONNECTIONS SEE DETAIL B8/S-523.

7. FOR SEALANT REQUIREMENTS AT BEAM/COLUMN

INTERFACES SEE DETAILS B7, F3, AND F7/S-502.

8. WHERE OPENINGS ARE REQUIRED, PROVIDE OPENINGS

AT APPROXIMATELY MID-DEPTH OF STEMS OF INVERTED

TEE (DOUBLE LEDGER) BEAMS. PLACE NO CLOSER THAN

5'-0" FROM END OF BEAM. COORDINATE SIZE AND

LOCATION REQUIREMENTS WITH MECHANICAL AND

ELECTRICAL.

9. REFER TO GENERAL NOTE III-C-10 ON SHEET S-001 FOR

CORROSION PROTECTION.

A3

BEAM TOP CONNECTION DETAIL

C1

BEAM TYPE C DETAIL

A1

BEAM TYPE D DETAIL

C3

END OF BEAM REINFORCMENT

DETAIL (DAPPED BEAM)

E3

END OF BEAM REINFORCMENT

DETAIL (UNDAPPED BEAM)

GENERAL SHEET NOTES

A5

P/C BEAM DETAIL

E1

BEAM TYPE B DETAIL

C5

CONNECTION DETAIL

E5

CONNECTION DETAIL

A7

PANEL BRACE DETAIL

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-520

PRECAST BEAM DETAILS

EXPAND PARKING GARAGE 589-401

RES MAP

24" SQUARE

2"

1'-0"1'-0"

1" 1"

2"

1'-4" LAP

/2

"TEE FLANGE

AT WASHLINE

TIE REBAR AT CROSSINGS

TEE STEM

CONCRETE

TOPPING

(2) #4 (EPOXY) EACH WAY

BY GENERAL CONTRACTOR

- PLACE TIGHT TO SIDES OF

DRAIN

28" SQUARE BY 3" DEEP

CAST-IN-PLACE CONCRETE WITH

INTEGRAL CAST-IN DRAIN -

DRAIN BY PLUMBING

CONTRACTOR

TEE FLANGE

#4 (EPOXY)

PERIMETER

BARS

3/8" x 3/8" GAP

FORMED ALL

AROUND DRAIN,

FILL WITH

SEALANT

2"2"

2" Ah (1) #4 U-BAR x

2'-0" (MINIMUM)

As WELDED TO

PLATE TO DEVELOP

BAR

SHEAR REINFORCING

5'-0" MINIMUM STEM

MESH EACH STEM -

EACH END, BUT NOT

LESS THAN REQUIRED

BY DESIGN

Av WELDED TO PLATE

BEARING PLATE

MINIMUM 1"

CLEAR END

OF BAR

Ash

2"

6"

Av WELDED TO PLATE

15°

WELD BAR TO PLATE

TO DEVELOP BAR

MINIMUM 1"

CLEAR END

OF BAR

SHEAR REINFORCING

5'-0" MINIMUM STEM

MESH EACH STEM -

EACH END, BUT NOT

LESS THAN

REQUIRED BY

DESIGN

BEARING PLATE

AvF

1/4"±

XX XX XX

P/C TEE

CONTINUOUS TOOLED JOINT (SAWCUT

JOINT PROHIBITED) IN TOPPING

DIRECTLY ABOVE INTERSECTION OF

TEE FLANGES. JOINT SEALED WITH

CONTINUOUS SEALANT. SEE DETAIL

F5/S-502.

4" MAXIMUM WIDE x CONTINUOUS

STRIP OF BURLAP SOAKED IN

CEMENTITIOUS SLURRY OVER

TEE/TEE JOINT

4" LONG STAINLESS STEEL BAR

P/C ERECTOR TO PROVIDE VARIOUS

SIZES TO FIT ERECTION TOLERANCES

STAINLESS STEEL

JVI VECTOR CONNECTOR

OR APPROVED EQUAL FLANGE

CONNECTOR AT 4'-0" O.C.

CAST-IN-PLACE CONCRETE

TOPPING

NOTES:

1. RECOMMEND USING GMAW PROCEDURES TO REDUCE SLAG.

2. TO ALLEVIATE CRACKING, CONSIDER USING SMALLER WELD PASSES.

3. OBSERVATION AND VERIFICATION OF WELDING PROCEDURES BY A TESTING AGENCY IS

RECOMMENDED, PARTICULARLY FOR INITIAL INSTALLATION OF TEE/TEE CONNECTIONS.

4. 4" MAXIMUM WELD LENGTH, DO NOT OVER WELD

4, SEE 1/4

E 308

ELECTRODES

NOTE 4

S E

E D

E T

A

IL

S

3/4" CLEAR

WASH

SEE DETAILS

/4

C

L R

/2

ETS

SEE PLAN

x x x x x x x x x x

WWR

P/C TEE

P/C BEAM OR COLUMN

COVE SEALANT, SEE DETAIL B5/S-502

CAST-IN-PLACE

CONCRETE TOPPING

CONCRETE DAM BY

GENERAL CONTRACTOR

SLOTTED INSERT AND WELD PLATES

OR ENGINEER APPROVED EQUIVALENT

PERFORMANCE DESIGN BY PRECASTER.

LOCATE AT 4'-0" ON CENTER AT NON-LOAD

BEARING BEAMS AND AT EACH TEE STEM

AT LOAD-BEARING BEAMS.

(2) #4 x CONTINUOUS

(MINIMUM). OMIT

BOTTOM BAR AT

POCKETED SPANDRELS

AND PROVIDE HAIRPIN

PER A5/S-520

CHORD STEEL @ 3" OC,

SEE PLAN. PLACE BARS 6"

MINIMUM FROM FACE

OF BEAMS TO ALLOW

FOR CORE DRILLING

OF CONDUIT.

E Q

U A

L

AS REQUIRED

6'-0"

AS REQUIRED

3'-0" 3'-0"

15'-0" 15'-0"

PLAN VIEW AT BLOCKOUT

C

DAP BEARING AS

#4 REBAR AT

FLANGE

MID-DEPTH

AT MINIMUM, PROVIDE 3" x 5 3/4" DOUBLE TEE STEM

BLOCKOUTS AT 1_

POINTS. ALSO SEE ELECTRICAL

DRAWINGS FOR ADDITIONAL LOCATIONS

CGS

CGS

REQUIRED, SEE

L

TEE ELEVATION

TEE END VIEW

APPLY MASTIC TO

STRAND AT ENDS

OF ALL TEES

NOTES:

1. SEE SPECIFICATIONS FOR FINISH.

WWR AT FLANGE MID-DEPTH

DETAIL A3/S-521

TRANSVERSE RAKE FINISH 1_

DEPTH MINIMUM TO ENSURE

BOND OF TOPPING

1. REFER TO SHEET S-001 FOR GENERAL NOTES.

2. TEE DESIGN IS PERFORMANCE DESIGN AND SHALL

INCLUDE TYPE, NUMBER AND LOCATION OF STRANDS

AS WELL AS SHEAR, FLANGE AND END OF TEE

REINFORCEMENT. SEE SPECIFICATION SECTION 03 41 00

FOR PRECAST CONCRETE.

3. MINIMUM CIP TOPPING REINFORCEMENT SHALL BE AS

FOLLOWS:

3" CIP TOPPING: WWR 4x4 - W4xW4

a. PLACE REINFORCEMENT AT MID-DEPTH OF

FLANGE OR TOPPING.

b. PROVIDE TOPPING WWR IN SHEETS NOT

ROLLS.

c. SUPPORT TOPPING WWR WITH CONTINUOUS

BAR SUPPORTS SPACED @ 2'-0" ON CENTER

MAXIMUM.

4. FOR TEE/TEE JOINT DETAIL SEE DETAIL E1/S-521.

5. FOR EMBEDDED PLATES TO RECEIVE WELDS AS PART

OF WELDED CONNECTIONS SEE DETAIL B8/S-523.

6. REFER TO GENERAL NOTE III-C-10 ON SHEET S-001 FOR

CORROSION PROTECTION.

B1

DRAIN INSTALLATION DETAIL

A3

END OF TEE REINFORCEMENT

(DAPPED TEE)

B3

END OF TEE REINFORCEMENT

(UNDAPPED TEE)

E1

TEE/TEE JOINT DETAIL

C1

TOPPING DETAIL

E3

TYPICAL P/C TEE DETAIL

GENERAL SHEET NOTES

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F